HomeMy WebLinkAbout0109 BRITTANY DRIVE J D � 713r'� 44e�-v �r
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Town of Barnstable
Building Department
„OF SHE Tp�
4, Brian Florence,CBO
o�
Building Commissioner
BARNSTABLE, = 200 Main Street,Hyannis,MA 02601
MASS.
1639• www.town.barnstable.ma.us
AjFp��A
Office: 508-862-4038 U/��/AIG��0 Fax: 508-790-6230
�i 7- Approved:
JAN 03 2019 Fee:
Permit#:
HOME OCCT ATIONrRkGISTRATION.
Date: �� 3 /9'
Name: '1'Q�fan RA-5 P� N Phone#:
Address: 10a1 SV-KTTTA?a�/ Village: ccm2
Name of Business: ocs �•?t.►t1n� '2/"�
Type of Business: CeAaarna!) Jul Q411 Cv►'�iL� Map/Lot: 0 2��'Q� oZb'��OZ(o—O 1-7
INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation
within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the
activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual
alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal
residential volumes;and no increase in air or groundwater pollution.
After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the
following conditions:
• The activity is carried on by the permanent resident of a single family residential dwelling unit,located
within that dwelling unit.
• Such use occupies no more than 400 square feet of space.
• There are no external alterations to the dwelling which are not customary in residential buildings,and there
is no outside evidence of such use.
• No traffic will be generated in excess of normal residential volumes.
• The use does not involve the production of offensive noise,vibration,smoke,dust or other particular
matter,odors,electrical disturbance, heat,glare,humidity or other objectionable effects.
• There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess
of normal household quantities.
•. Any need for parking generated by such use shall be met on the same lot containing the Customary Home
Occupation,and not within the required front yard.
• There is no exterior storage or display of materials or equipment.
• There are no commercial vehicles related to the Customary Home Occupation,other than one van or one
pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to
exceed 4 tires,parked on the same lot containing the Customary Home Occupation.
• No sign shall be displayed indicating the Customary Home Occupation.
• If the Customary Home Occupation is listed or advertised as a business,the street address shall not be
included.
• No person shall be employed in the Customary Home Occupation who is not a permanent resident of the
dwelling unit.
1,the undersigned,have Tea d e with the ve res ons for my home occupation I am registering.
Applicant: Date:
Homeoc.doc Rev. 10/17
Building Department
Brian Florence, CBO
Building Commissioner
200 Main Street,Hyannis, MA 02601
JA N 03 www.town.bamstable.ma.us
J f.Eay.
Pre-application for Business Certificate
026 004
Date December 21, 2018 Map 026 Parcel 017
Applicant Information
Applicants Name Frank Raspante
109 Brittany Drive Cotuit MA 02635 fraspante@comcast.net
Applicants Address Email Address
Tel ephone Number 508,776,1225 Listed ® Unlisted ❑
Business Information
New Business.
Yes new business No
---- -----------------------------------, Yes
Business is a registered corporation? 9., not at this time---- yes No
If yes Name of Corporation
Does business operate under the registered corporate name? Yes
Is the business a sole proprietorship or home occupation? YeS __-_ Yes No
If yes then a Home Occupation Registration is required—See Building Division Staff
Name of Business Cotuit Cranberry Farm
Business Address 109 Brittany Drive Cotuit MA 02635
Type of Business Agriculture, Cranberry Farming
BuildiligCopimissioner OF9ceUseOnly
C nditions _J�j f t; 11'+
1
Building Commission — {' Date
Clerk Office Use Only
xi;' Ems " Legend
:
10
t J Parcels
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Map printed on: 12/31/2018 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable;GIS Unit
adequate for legal boundary determination or representations of Assessor's tax parcels.They are
Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026ot
O 167 333 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 508-862-4624
reflect current conditions,and may contain such as building locations.
Approx.Scale: 1 inch= 16'7 feet cartographic errors or omissions. gis@town.barnstable.ma.us
KE
�tTti Town of Barnstable
Building Department - 200 Main Street
BARNSTABLE, # Hyannis, MA 02601
9 MASS
1639. , (5081862-4038
Certificate of Occupancy
Application Number: 84140 CO Number: 20110018
Parcel ID: 026005 CO Issue Date: 01/31/11
Location: 109 BRITTANY DRIVE Zoning Classification: RESIDENCE F DISTRICT
Proposed Use: SINGLE FAMILY HOME
Village: COTUIT
Gen Contractor: PROPERTY OWNER Permit Type: RC00
CERTIFICATE OF OCCUPANCY RES
Comments:
x-*
Building Department Signature Date Signed
TOWN OF BARNSTABLE Building
Application Ref: 84140 i
BARNSTPABLE, Issue Date: 05/16/05 Permt
9 MASS,
qj i63 Applicant: Permit Number: 84140
Proposed Use: VACANT Expiration Date: 05/16/06
Location 109 BRITTANY DRIVE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME
Map Parcel 026005 Permit Fee$ 1,931.76 Contractor PROPERTY OWNER
Village COTUIT App Fee$ 25.00 License Num OWNER
Est Construction Cost$ 369,216
Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND
SINGLE FAMILY W/ATT GARAGE 3 UNFIN RMS 2ND FL THIS CARD MUST BE KEPT POSTED UNTIL FINAL
INSPECTION HAS BEEN MADE. WHERE A
CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH
Owner on Record: RASPANTE, FRANK TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL
Address: 46 MILLSTONE WAY \ INSPECTION HAS BEEN MADE.
CENTERVILLE, MA 02632
f Zz—o—
THIS Application Entered by: Building Permit Issued By: le'l— - � e'r- G /� {'PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY.
ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.
STREET OR ALLY 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 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.
6.FINAL INSPECTION BEFORE OCCUPANCY.
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
n
ors .�
�2����
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2/3rlt)f Vr- !L 3e io A dh,�� 2 /��Clt7 2 /
opal 19e16— /0/ l/
3 1 Heating nspection provals Engineering Dept
oh
Fir ept 2 Board of Hea D
,z
t
oK L 05-
(5 3 3�-
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
�� =5� �. l
Map y a(Pv__ Parl cel __ _ Permit#
Health Division.— - O 2'U -/S� Date Issued
Conservation Division �40/0_�- f o y/b!��D� �" Application Fo� -
- Tax Collector Permit Fee 416157 3 19
Treasurer / ) SEP'i1C�Y8TEMIWWBE "
CPlanning Dept. �N �� IANCE
D&* Definitive Plan Approved b Planning Board _ �- _a Uo VIRONMPP Y 9 (, E� ENTA4 ODE AND
l• � 2e 1 e�s e C/ 1--7— OD TOWN REGULA IONS- -
toric OKH Preservation/Hyannis Aa c� '
3 Qe410
N o m
Project Street Address O '6tL 17>Z��
Village
Owner �Y_ 1 ;��.-� Address 46 W l( rn
Telephone 50'9- 776- - 122 5- 42?8%77 9-- oo�{S'- Gen-�.u-�,<<Pz 1A AL 0Z4 3 7-
Permit Request
,6 f ce-
-r d Q1 1 / ^ 04 /s�1rR NL�
square feet: 1st floor: existing.` proposed 180t7
p p 2nd floor: existing proposed 1-7 Oct Total new 35bc7
Zoning District Flood Plain Groundwater Overlay
Project Valuation'Z 5'b.-L Construction Type Wood
Lot Size 1. k 3 A C-ey-s Grandfathered: ❑Yes XNo If yes, attach supporting documentation.
Dwelling Type: Single Family A Two Family O Multi-Family(#units)
Age of Existing Structure +azcJ Historic House: O Yes P No On Old King's Highway: ❑Yes ;Ao
Basement Type: O Full ❑Crawl /Walkout ❑Other !
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) t goo
Number of Baths: Full: existing new 3 Half: existing new I
Number of Bedrooms: existing new 3
Total Room Count(not including baths): existing new I First Floor Room Count s
Heat Type and Fuel: /Gas ❑Oil ❑ Electric ❑Other
Central Air: O Yes O No Fireplaces: Existing New Existing wood/coal stove: ❑Yes O No
Detached garage:O existing O new size Pool:O existing ❑new size Barn:❑existing ❑new size
Attached garage:O existing 1dnew size Shed:O existing O new size Other:
Zoning Board of Appeals Authorization O Appeal# Recorded O
Commercial ❑Yes Ao If yes,site plan review#
Current Use ✓odC6 C-4 40-- Proposed Use �2es%e(
BUILDER INFORMATION
Name--> t_Mu\L 5_,_a �Ae_ Telephone Number s� 5- 14
dream (o License#
7 37 Home Improvement Contractor#
Worker's Compensation#
ALL-CONSTRU_C_T.I.ON'DEBRIS-RESUL-TINGrFROM THIS-P_ROJEC_T WILL BE TAKEN TO
uA
SIGNATURE DATE 1—�1�
FOR OFFICIAL USE ONLY ?_
PERMIT NO. '
DATE,ISSUED '
MAP/PARCEL NO.
AI)J?RESS _ VILLAGE '
OWNER
DATE OF INSPECTION: ,
FOUNDATION �o-.�. i MI6/•f 13 b
FRAMEA Sc— ®TAP{ —
II�4ATION °s®//US
FI PLACE
rrt
EL CYI'RICAL: ROU@,DIs FINAL
rtre m
PLUMBING: - ROU( FINAL �
GAS: ROU m M. m FINAL
FINAL BUILDING ------------
00
Lis
DATE CLOSED OUT , Fr` m
ASSOCIATION PLAN NO.
RESIDENTIAL BUILDING PERAM FEES
APPLICATION FEE ,
New Buildings
$100.00 zoo �
Residential Addition $50.00
Alterations/Renovations $50.00
Building Permit Amendment $25.00
FEE VALUE WORKSHEET
a,55,57a
NEW LIVING SPACE
3 1970 I O x.0041=
square feet x$96/sq.foot � &eZ
phrs frombelow(if applicable)
ALTERATIONS/RENOVATIONS OF EXISTING SPACE
square feet x$64/sq.foot= x.0041=
plus from below(if applicable) f 55 3 Ll
it"
GARAGES(attached&detached) 102,
$ square feet x$32/sq.ft.= 2 SoS�S 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: x.0041=
square feet x$96/sq.foot
STAND ALONE PERMITS �.
Open Porch
x$30.00
(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 $150.00
(plus above if applicable) Permit Fee <5O- O�E -7?
Projcast
Rev:063004
uPs4'00r'3 /eUl i
� 3�►-1,4,n-� cep c�.•�t,�N.s��
ti no QNR Appendix 1
Table JS=b(enntinued) Fuels
prescriptive Packages for One and Two-Family Residential Buildings Heated witb Fob
. MINIMUM
MAXIMUM Heating/Cooling
Ceiling Wall Floor Basement
(1�g Glazing n3'�t7 Equipment Efl"tcieacyl
Area'(%) U.valuer R-valuer R-value' R-value° R-W� a u
pad mo
5701 to 6500 Hating Degree Da Normal
13 19 10 6
Q 12% 0.40 38 6 Normal
R 12% 0.52 30 19 19 IO .8S AtUE
t3 19 10 6
g -12% 0.50 38 NIA Normal
13 25 NIA
--- -- T_ .38
U 15% 0.46 38 19 19 10 u 85 AFUE
13 25 N/A N/A
V 15% 0.44 38 6 85 AFUE
w 15% 0.52 30 19 19 10 Normal
13 25 N/A NIA
X 19% 0.32 38 N/A Normal
y 18% 0.42 38 l9 25 N/A 90 AFUE
13 19 10 6
Z 18% 0.4Z 38 6 90 AFUE
AA 18% 0.50 30 19 19 10
1. ADDRESS OF PROPERTY: l Oa 'thy
2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 5.(000
3. SQUARE FOOTAGE OF ALL GLAZING: ol
��3
4, %GLAZING AREA(#3 DIVIDED BY#2): 1 V u/
PSI5. SELECT PACKAGE(Q--AA-see chart above): --
NOTE: OTHER MORE INVOLVED METHODS
OF DETERMINING ENERGY REQUIREMENTS
ARE AVAILABLE. ASK US OR THIS
BUILDING INSPECTOR APPROVAL:
YES: NO:
q-forms-080303 a
I; A• '
780 CMR Appendix J
Footnotes to Table J8.2.1b:
I Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and
basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall
area, expressed as a percentage.Up to 1%of the total glazing area may be excluded from the U-value requirement.
For example,3 ft of decorative glass may be excluded from a building design with 300 if of glazing area.
2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with
the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for
whole units: center-of-glass U'values cannot be used.
' The ceiling.R-values do not assume a raised or oversized Truss construction. If the insulation achieves the full
insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R 38
-- - .
insulatio.n and R-38 insulation aiay be substituted-for-R-49-insulation: Ceiling R-values-represent-the sum of cavity-.--...--...
insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between
the conditioned space and the ventilated portion of the roof.
'Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing (if used). Do not include
exterior siding, structural sheathing, and interior drywall. For example,an R-19 requirement could be met EITHER
by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to
wood-fi-adie or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction.
S The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements,
or garages).Floors over outside air must meet the ceiling requirements.
The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must
mcer the same R-value requirement as above`-grade walls. Windows and sliding glass doors of conditioned
basements must be included with the other glazing. Basement doors must meet the door U-value requirement
described in Note b.
'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs.
° If the building utilizes elet:tric resistance heating use compliance approach 3;4, or 5.• If you plan to install more
than one piece of heating equipment or more than one piece of cooling equipment,the equipment with the lowest
.efficiency must meet or exceed the efficiency required by the selected package.
'For Heating Degree Day requirements of the closest city or town see-Table J5.2.Ia
NOTES:
Glazing areas and.U-values are maximum acceptable levels. Insulation R-values are minimum acceptable-levels.
R-value requirements are for insulation only and do not include structural components.
b) Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested
and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value
in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the
glass area of the door with your windows and use the opaque door U-value to determine compliance of the door.
One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35).
c)If a ceiling,wall, floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with
different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to
the R-value requirement for that component. Glazing or door components comply if the area-weighted average U-
value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors).
43
i
".-_ .. . The Commonwealth of Massachusetts
'~ Department of Industrial Accidents
• _ _ �I�sBl�atl�l�s
600 Washington Street
�. Boston,Mass. .02111
Workers' Co m ensation.•Nsurance Affidavit-General Businesses
address: ` io 14,W5-ror __ War
city- Con-4»ry�6_ state: �l�. zip' CPS Z_ phone#
wok site location Out address): 1001 'Gr_,11414 'Dir. (V AC3,6g A\%6 0Zf-c4%
I am.a sole proprietor and have no one Business Type: 0 Retail❑Restaurant/Bar/Eating Establishment '
worldng in any capacity. ❑Office❑ Sales(including Real Estate,Autos etc.)
❑I am an em to er with em to ees(full& art time.: ❑Other
I am an employer,providing viorkers' compensation for my employees working on this,�ob.. ,
com ariy names - `}
U -
a..
edaress: t.<'
city: tihorie.#.:
ausiiratce.
olic o;'•#
I am a sole proprietor and have hired the independent contractors listed below who have the following workers'
com ensation polices:
address:.
cites. 61ibne '
insurance co.
'o is
c` e` e,"e;
om` n.• �n 'n v
city.. #z
:1 .:t.
in r nc_ -
r
Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00-and/or
one years'imprisonment as well as civil penalties in the foim of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that d
copy of this statement may be fo rded to the Office of Investigations of the DIA for coverage verification.
I do hereby ce ify unde he ains and pare ies of p' that the information provided above is true and correct
Signature Date ( ?J I Q S
,v .
Print name Pt.'� - • Phone# `_SOPS-• 7 7� � � Zz.aJ
official use only do not write in this area to be completed by city or town official
city or town: permittlicense# ❑Building Department
❑check if immediate response is required ❑Licensing Board
❑Selectmen's Office
❑Health Department
contact person: phone#; ❑Other
(tweed Sept 2003)
Information and Instructions
Massachusetts General Laws'-.chapter 152 section 25 requires all employers.to provide workers' compensation for their..
employees: As quoted from.the"law", an employee is.defined as every person m 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, employimg 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.employspersbns 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 bean employer.
MGL chapter 152 section 25 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.cdmmonwealth for any applicant who has
not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the
commonwealth nor.any.of its political subdivisions shall enter into any contract for the performance of public-work until-
acceptable evidence of con�pliance-with the insurance requirements of this chapter have been presented.to the contracting. .-
authority.
i
Applicants
Please fill in the workers'compensation affidavit completely,by checking the box that applies to your sittiation.. Please -
supply company name,address.and phone numbers along with a certificate of insurance as all affidavits maybe submitted
to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date.the . .
affidavit. -The affidavit shouldbe 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 regardinp'the"law"or if you are
required.to obtain a:.workers.'..compensation policy,please call the Department at the number list;A below.
City or Towns .
Please be sure that the affidavit is complete andprinted 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 fillin the permit/license number.which will b'e used as a reference number. The.affidavits maybe returned to
the Department by mail or FAX.unless other arrangements have been made.
The Office of Investigations would lice to thank you in advance for you 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
BMW of wNsfigmens
600 Washington Street
Boston,Ma. 02111
fax#: (617)727-7749
phone#: (611) 7274900 ext:406
Affidavit of Substantial Financial Interest
car. L of A(,, M,\\wnv, 0 , on oath
depose and state as follows: a26 Parcel
1. I am an applicant for a building permit for the property located at Map _
oa f�•�a►� �� n'A�n� ��
O�_ The address of the property i is B_
have % o % legal or equitable interest In the real property which is the
2. 1 ha permit application which is identified in paragraph 1 above.
subject of the building p the
3. Within in the last twelve months from
a�� date,reaterlch legal oror equitable interest in
following individuals or entities have h permit application which is
the real property which is the subject of the building p
Identified in paragraph 1 above:
Address
Name
have had
is
4• Within the last twelve months, from tst in the foll w nis date, ►g properties which have been
.a 1% or greater legal or equitable ►ntere ►n
the subject of a building permit application:
Address
map/Parcel
.
5, Within this calendar year,
property I have submitted building permit applications for
in which I have a 'I% or greater legal or equitable tnterest.
6. With in the last ten days, I have submitted _building permit applications for
property in which I have a 1% or greater legal or equitable interest.
prop Y
7, Within
this month, l have submitted building permit applications for.property in
which I have a 1% legal or equitable interest.
g, permits for property in which I have
Within this month, have
building
a 1% legal or equitable interest.
. •u tnis3l of�y�:--, 200�
Signed under the pains and penalties of pert ry,. F
1
10h,O.� AL`rrr,u lyl 1]►Q111N1.d.UlC
" :.. Re ul g atory Services
STABLE;A.
�.' Th9m -13:;�7eiler,•DlFectof.:_._.,.. ... _..
..
3�a -..:Building Division
Perry;`BGildingCotnmissioae'r -
200 Main Street, Hyannis,MA 02601 '
www.town.barnstable.ma.us
Office: 508-862-4038 =
Fax: 508-790-6230
HOMEOWNER LICENSE EXEMPTION
t� Please Print
DATE: I"\A,rt._ 31 d�
JOB LOCATION: t Oq 92 t 114 Hy Pe
number street
village
"14OMEOWNER": __ r-t"MIL EA5 _ SOS-77�o
name l home phone# work phone#
CURRENT MAILING ADDRESS: 416. ISA, I JTt1n Q Wi►�1
- Ga.--/.&.'.- � Md 0Z63Z
city/town state
zip code
The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and
to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as
supervisor.
DEFINITION OF HOMEOWNER
-Person(s)'who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to
be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A
person who constructs more than one home in a two-year period shall Uot be considered a homeowner. Such
"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,thathe/she shall be
responsible for all such work performed under the building permit (Section 109.1.1)
The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other
applicable codes,bylaws,rules and regulations.
The undersigned"homeowner"certifies that he/she understands the ToMm of Barnstable Building Department
minimum inspection procedures and requirements and that he/she will comply with said procedures and
re omen .
Sign! of Homeowner
Approval of Building Official
Note: Three-family dwellings containing 35,000 cubic feet or larger will be required-to comply with the
State Building Code Section.127.0 Construction Control..
HOMEOWNER'S EXEMPTION
The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions
of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such
work,that such Homeowner shall act as supervisor."
Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,
Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly
when the homeowner hires unlicensed persons. In this case,our Board cannot.proceed against the unlicensed person as it would with a licensed
Supervisor. The homeowner acting as Supervisor is ultimately responsible.
To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,
that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by
several towns. You may care t amend and adopt such a form/certification for use in your community.
Q:forms:homeexempt
oFTHF r°�� The Town of Barnstable .
BARN ABLE.MASS. Department of Health Safety and Environmental Services
7 0
i679• �0
p'EOMp�° Building Division
367 Main Street,Hyannis,MA 02601
Office: 508-862-4038
Fax: 508-790-6230
PLAN REVIEW
Owner: t-4a.Ak Rtna>A Map/Parcel: 0C15
Project Address: ��1 e r� tzi wr v �� Builder: j!)I,A—e
The following items were noted on reviewing:
'g-4 S ecS 4 eereA ec-
0 �D t�:•l t!a ,o T bacYi e�r y�ee�e.d U,��er- �o v.c�-�2 �l a b s L�
3
j L rat=tQ t S !/os
Reviewed by: � �
Date:
`oFIME F, Town of Barnstable
BARNSTARLE. Regulatory Services
ices
MASS.
t639. Building Division
prEO MP'�a•
200 Main Street, Hyannis,MA 02601
Office: 508-862-4038
Fax: 508-790-6230
Inspection Correction Notice
Type of Inspection
Location /0 9 &r»i9,U y \2)R/Vr C permit Number y y,
Owner. Builder -E 4 M 9
One notice to remain on job site, one notice on file in Building Department.
' The following items need correcting:
Qt� '�G[• F-019-14- ..LDVS Y(bx) /14(LsT 46 (.. O y&-A G--F) lu l�f�f C-elf�-7f/T
L4 o yi5-VZ_ &K tA)5_ 697-1a3W.
vo— 9, Rp11 ,U&e—bg�-b ®AU &c-k S-r4/1qS CrF �E�t�•
Q1G�rW-Iub Ag-1&5 D,u k67'61-re.,u H7C,uD5 /N-ro tote-S.
[OVA) e-f{Au 6-&5 M,uST 06 s64a&ru oN x ,UC--o raml��A-�L1�J��e�Jc��NG
,. o s� c u sec FcK �P�ti IAj 6,- t
i2c<rrt 47- 6 ,f* -c- �easL tct -zt/ —
--r
Tt= ✓1�,° a c c cc r� c. C c.tit T -
Oocf i�i�lt.� �`t�/N/�a G,� b�6(_N�j° Oc�7•
E
Please call: 508-862- 8 for re-ins ection. 1
'
lt. . Inspected by
Date }- 3 I �' r
I
Ir Kk� >. � +v`4:a �•r*h r s?'-'3t z;;-• �5i'� v,r+.r:.i's •^�.r �=",.a4; � 1,,. ;.=�.-� r.l���:t,."t�,.;+r
-4%
`OFtME lo,�� Town of Barnstable
6ARNSTASL6. : Regulatory Services
MASS. --
Building Division
prf0 MA'S s
200 Main Street, Hyannis,MA 02601
Office: 508-862-4038
Fax: 508-790-6230
Inspection Correction Notice w
i
i
Type of Inspection 7�
Location �� ��t ��� C7� Permit Number
Owner Builder
One notice to remain on job site, one notice on file in Building Department.
f .
The following items need correcting:
Ott, ���u 7'���E C AJZ 6 01C hu
Qui �F,RC-dc.oue-ir-ier &144s-- tN E-A---14- 3 ,
O �j4-SCE ��V D -F(RG--d C.Ocic{tvG-,4Y CEIG r iC16— lter ;snx zo
1 SAG E
Ca C_t_4.ec- "!r C 0 06 14- W A7W< i oJ
r,c e-6 - : 07U T -,6 C 1u f2 X(c
_V � v,c �ehcQ — /?c LotitC-n2.
1* OF
d"
sSrIO-s 76— A-rd a, XC
' G
Please call: 50&862-49R for-re-inspection. �Ol
�-
Inspected by "`to z
Date � �(/ C
v y� Frank Raspante
46 Millstone Way
Centerville,MA 02632
Tom be w tthgffi Feb.ruary 21, 2006
Building Division
Town of Barnstable-Town Office Building
200.Main Street,Hyannis,MA 02601
Jeff Lauzon;
Jeff, in.regards to the permit for the new construction located at 1.09.Brittany Drive, Cotuit,
MA. At this time,:I have enclosed the required garage beam.calculations and data from.my
designer. The first section of the summary explains the existing plan.design ou hand at the
town offices of a W 12x30 beam over head.which is adequate based on the equipments of
:Opsf code mi.nimurns.
The,'des:igner also gave some alternative suggestions that would exceed the code
I.rents nts and provide a cleaner.fit for installation.in the garage. As well as the notes to
support the�overlhead beam with the parallam PS.L columns at each end of'the beam
The designer:
Daniel Molenkamp
62.Deboral...Drive
Marstons Mills,02648
508-280-8785
If you have any questions you can call Dan or give me a call. at 508-776-1225.
Sincerely,
Frank Raspante
r r�,A t4 1� 4 CAM ,sp
AD
P°-
�R�rZT►�N�(. �RiVE , .1�1ARS-�-DN,S M►.1�5
I' s
p AiA .014 TEAM. 1_ X 4F
ao
iil, �4"TyEtz LOA3?i" NSA(gip To �XT, W/ LLS
peStj& V1oI erGT =M.:� w 1. z
8
LPAD FoR p 6DttcchlS + 1Z Fif PgAt> WAIP) 42 psF
G7 2 P�,���s E w Reh - FT, als .aM► CF►.
LAN � -
I �� o BEM = 2$. �-`%2 CA A, �r►�,.Tc� �L S"HEA?H;►t i
K; U5E o
8 8 C lgvo�-
DtfLsc-T qiA C t/3W Fov, GYP, 8p, 5W .
_ = SEC.- ON MbVU\.vS fop'. vv12X3a 23P10
340 3u
W,12 X 30 45 M YN)MUM SEA M 512E 70 s s4- LL
,4&0
W LAkp Tuiz- to t46A -LDPv Aizr:.A 1,14%pTiA Y,-( -40 p$F
LOAP + 4 2- f,Sf VEAID- LOAT>) to 51 P$F
LF—A e:fN 6 F 'e;lE 0,t-A — Zb EA, FVVD -TD Cl-�f L P,A-lr+A I A 6-j
FT-
At 6 c 5x -rk%Lv. -seAM5
C) Fr
cR
'IN 14*YL Mt 0.f. 97
VCFLA;VT�0�4 ,01F W14,Y-31
36.4 FT 364
e-T I p R or. 26 70-
340
IQ tA 0
L•ITA-etz� $M. VMP)X-31 VIL *4 1*434 I-z,, 601-1-A-SL-c f5afz- I)Ald; t5Vhk/LOAj>
LOO 0i,1 5M. 1pkt4
:15 2- f5� -4P psF- pSF 10L) = :1
+ yzew\,.vjG ya RT -474, W�!5
124 L-&d7lj,
EA, 44L,
SX ALLOWABLE STRESS DESIGN SELECTION TABLE ALLOWABLE STRESS DESIGN SELECTION TABLE S,
For shapes used as beams - For shapes used as beams
Fy=50 Asi Depth Fy=36 isi Fy=50 41, Depth F.•=36 hsi
S, F,-'
Shape d L,• _1 , d•f;i L L hle D d Shape 1'
L
Ft Ft, Kip ft lat In; Ksi Ft- Ft, Kip•it, Fl Ft, Kip•ft. 10.3 In. Kst Ft. Ft K
5.6 6.0 266 �94.5 W 2lx50 207/8 6.9 7 8 189 4.1 4.7 80 . 29.0 1N 14x22 133ra 5.3 5.6
6.4 10.3. 254 92.2 W.16x57 16% - 7.5 5.2 3
14.3 184 8.2 77 27.9 W 1Ox26 10,e - 6.1 11.4
9.0 15.5 254 92-2 W 14x61 13% - 10.6 21.5 184 � 7.2 14.5 76 27-5 W Wt. 8 50.0 8.4 20.1
6.7 7.9 244 88.9 W 18x50 18 - 7.9 i 3.6
11.0 178 4.6 70 25.4 W 12x22 1234 - 4.3 6.4
10.7 20.0 238 87.9 W 12x65 1211s 43.0 12.7 27.7 176 5.9 12.6 67 24.3 W 8x28 8 - 6.9 17.5
4.7 5.9_ 224 81.6 W.21x44 20% - 6.6 7.0 163 5.2 6.8 64. 23.2 W 1Ox22 lay, 6.1 9.4
6.3 9.1 223 81.0 W 16x50 161/4 7.5 12.7 162
5.4 6.8 217 78.8 W 18x46 18 - 6.4 9.4. 158 3.6 3.8 59 21.3 W 12xl9 12% - 4.2 5.3
9.0 17.5 215 78.0 W 12x58 121/4 - 10.6 24-4 156
.2 12:7 214 77.8 W14x53 13% - 8.5 17,7 156 2.6 3.4 58 21.1 M 14xl8 14 - 3.6 4.0
b.3 8.2 200 72.7 W 16x45 161/a 7.4 11.4 145 5.8. 10:9 57 20.9 W 8x24 7% 64.1 6.9 15.2
9.6 15.9 194 70.6 W 12x53 12 55.9 10.6 22.0 141 3.6 52- 52 18.8 W 10x19 101/4 - 4.2 7.2
7.2 11.5 193 70.3 W 14x48 133/4 - 8.5 16.0 141 4.1 8.5 50 18.2 W 8x21. 81/a - 5.6 11.8
54 5.9 188 68.4 W 18z40 1r/a - 6.3 8.2 137 2.9 3.6 47 17.1 W 12xl6 12 - 4.1 4.3
9.0 22.4 183 66.7 W 10x60 101/4 - 10.6 31.1 133 t. 5:4 14.4 46 16.7 W 6x25 63e - 6.4 20.0
C 16 4.4 45 16.2 W 10x17 101/8 - 4.2 6.1.
15.3 7.4 178 647 W 16x40 .16 - 7.4 10.2 129 4.7 7.1. 42 15.2 W Sx:18 81/8 5.5 9.9
7.2 14.1 178 64.7 W 12x50 12% 8.5 19.6 129
7.2 10.4 172 62.1 W 14x43 13% - 8.4 14,4 125 2.5 3.6 41 14.9 W 12x14' 11% 54.3 3.5 4.2
9.0 20.3 165 60.0' W 10x54 IOtja' 63.5 10.6 Z8.2 120 3.6 3.7 38 1 .13.8 w IOX15 10 4.2. 5.0
1;2 12.8 160 58.1 W 12x45 12 - 8.5 17.7 116 i' •5.4 11.8 37 13.4 W 6x20 61/4 62.1' 6.4 16.4
5.3 12.5 36 13.0 M 6x20 6 - 6.3. 17:4
4:8 5:6 158 51.6' W 18x35 17% - 6.3 6:7 115
6.3 6.7 155 56.5 W 16x36 157/s 64-0 7.4 8.9 113 r 1.9 2.6 33 12.0 M 12x11.8 12 2.7 3a1
6.1 8.3 150 1 54.6 W 14x38 141,1a - 7.1 1.1.5 109 3.6 5.2 32 11.8 W 805 81/8 4.2 7.2
9.0 18.7 150 i 54.6 W 10x49 10 53.0 10.6 h.0 109 2.8 3.6 30 10.9 W 10x12 97k 47.5 3.9 A.3 i
7.2 11.5 143 51.9 W 12x40 12 - 8.4 16.0 104 3.6 8.7 28 10.2 W 6x16 61/4 - 4.3 12.0 1
4.2 16.4 135 49.1 W 10x45 101/8 - 8.5 Z2.8 98 4.5 14.0 28 10.2 W 5x19 5lk - 5.3 19.5 i
3.6 4.3 27 9.91 W 8x13 8 4.2 5,9
4- 6,0 7.3 134 48.6 W 14x34 14 - 7.1 1.0,2 97 5.4 8.7 25 9.72 Vi 6x15 6 31.8 6.3 12.0 7
4.5 13.9 26 9.63 M 5x18.9 5 - 5.3 19.3 1
4.9 5.2 130 47:2 W 16x3l 157/9 - 5.8 7.1 94 4.5 12.0 23 8.51 W 5x16 5 5.3 16,7 1
5.9 9.1 125 45.6 W 12x35 121h 6.9 12.6 91 -
7.2 14.2 116 42.1 W 1009 97/8 8.4 19,8 84 3.4 3.7 21 7.81 W 8x10 7% 45.8 4.2 .4.7 1
6.0 6.5 116 42.0 W 1430 13% 55.3 T.1 8.7 64 1.9 2.3 21 7.76 1M lox 9' 10 2.6 2:7 1
3.6 6,2 20 7.31 W 6x12 6 - 4.2 8.6 1
5.8 7.8 106 38.6 W 12x30 12?'B - 6,9 10.8 77
* 3.5 4.8 15 5.56 W fix 9 5% 50.3 4.2 6.7 1
4.0 5.1 106 38.4 W 16x26 153(4 - 5.6 �;0 77 1 3.6 11.2 15 I 5.46 W 4x13 4!/e - 4.3 15.6 1
- 5.3
4.5 5.1 97 35,3 W 14x26 13
3.5 12-2 14 ! 5.24 M 4x13 4 - 4.2 16.9 113% ),0 77. III
7.1 11.9 96 35.0 W,1Ox33 9% 50.5 8.4 16.5 70 � 1.8 2.0 13 4.62 M 8x 6.5 8 - 2.4 2.5
5.8 6.7 92 33.4 W12x26 121/4 : 57.9 6.9 g,4 67 1.7 1.8 7 2.40 M 6x 4.4 6 1.9 2.4
5.2 9.4 89 32.4 W 1Ox30 10,2, - 6.1 13.1 65
7.2 16.3 86 31.2 W 8x35 81k 64-4 8.5 2Z.6 62
i Engineered Wood&Structural Composite Lumber Connectors -I 177,73
OP FLANGE HANGERS
)
9
This product is preferable to similar connectors because of a)easier installation,
b)higher loads,c)lower installed cost,or a combination of fhese features.
- y._ .,...,_...........
..
A dedicated range of Top Flange I-joist hangers meeting the unique needs of
I-joists while offering superior penorrnanco and ease of installation,
f+
` ITT-Bend Tab Nailing %
Nall the ITT's special bend-lab with 10dxi'k'nails at approximately 45'
m into the bottom flange of the t-joist then v:eb stiffeners are not used.The bend } ormo; L
e tab can also be nailed directly into the web softener.This constrains the I•jeist ! tocaTio 5 e
v helping to reduce squeaks resulting from joist movement Reduced embossing on t
the I i i"s top flange,and the hanger height sized less than the joist height allots . t
a easier lilting for smooth floor alignment.I-joist flange thickness for bend-tab t • � ji
E application is 1 Ye"to t24
',4"
MIT/HIT-Patented Positive Angle Nailing Q t
This feature is specificallj designed for wood ireb I-joists when used with the fv I T 1' Bend tab and fastenr
c or HIT.With Positive Angle Nailing(PAN).the siolted hole material is not removed, � �� tl=, o� vAth i0d9lY,.nails
but is used to channel and confine the path of the nail to the opiimum angle.PAP! j wporcx y4a^into
C) minimizes spiitfing of the flanges while permitting time-saving nad hbg hom a better angle. ; ,. �bv;,om flarip,when
�v\ t vab stifteners afe not used:
w ITTM masomy-to-:•iood connectors can be directly embedded into a grouted block h
!vall.It can also be installed on top ota masonry or cone;ete v all using Titan scress. ITT Typical ITT installation
o See Top Flange tables on pages 104 to 113.
H MATERIAL:ITT=18 gauge;MIT,HIT—to gauge,
iT'I M-12 gauge top flange and 18 gauge stiuup
o FINISH:Galvanized '
3 INSTALLATION;•Use all specified fasteners.Verify that the heads;can take the
required fasteners specified in the table.
m 1TTs face flange triangle hole may be used with triangle hales in The joist for a'r
w additional uplift(optfonalp,optional diamond hole in seat allows attachment � �of hanger to IyoisL See T•OPTUPLIFTWP. a -
g '�•iTT`s bend-tab may nailed unbent into plywood oaTld tRLeti stiffeners.
W ITTM installed into grouted block watt:embed Into block rtith a minimum LOCAM:1=
of one course of grotited block above and one course below the top flange. FOR dP�ir7
No Titens required.
iTTV9 installed on concrete masonry tvaW install'/e t<"Titan screws
through preformed holes on the hanger.
ALLOWABLE LOADS:•The ITT,WilTand HIT hangers have locations toroptional
nails it additional upiiit is needed.Optional uplift nailing requires the addition
of property-secured web stiffeners.See the load tables for minimum required 9
fasteners and allowable uplift loads.
OPTIONS:•Because these hangers are fully ale-formed,they.cannot be modified.
However these models will normally,accommodate a skew of no to 511. HIT installation
•For sloped joists up to 114.12 there is no reduction,between%a:Q and up to I on a 31.Nailer mounted
1b:°I2.tests shovi a 10%reduction in ultimate hanger strength.Local crushing HIT on a Steel Beam
of the bottom flange or excessive deflection may be limiting,check with joist s
manufacturer for specific limitations on bearing of this type.
CODES:See page 12 for Code Listing key Chart.
of
Typical hlid-Watt ITTM Typical Top-of-Wall ITTM �� k r
-Installed into Concrete Block Installed on a Grouted Block Typical MIT Installed
(No Titens required) with Titens MIT on a Double LVL
98 U.S.Patent 5,555,694
Enginoered lr/ood,&3167ral Composite Umber'Connectors
110P FLANGEHANGERS , ill
POSITIVE ANGLE NAILING Some model ionfiguratlons mqy diliet Mom those shown on page ss
eContact factory for details.
IUT & ITT INSTALLATION (VPA"SIMILAR)
1
, 1
` t1 " r*� 1 l � l a•
Correct Nailing > } f } 1
Approx.45,anale
.. ,Usea O
'. • ` 1_ 10dx1+h nail; �.
1,110 HOG
send the tab Harrulier The tab is now shgivnJ
rri01 a harmer: the nail in'al correctly installed.
•.approximately 45`1
t
'Nail at wrong angle Nall too long
Do not bend tab
r 1 N
n,
IT SERIES WITH VARIOUS HEADER APPLICATIONS
T Fasteners All6waDleLoadsHeadeiType"
Model L iltt` U IIN4j DF{SP _ Df1SCC SPF -Code 1r
Top• Face Joist (33) (160) _ LVL3 PSL ESl DFfSR SPf t•Jaist I•Joist f rs'nary . Ret • o r`
_ ._._ a
4 10dxi!4- 2-10d0lit 2-1001'fie` 245 285 1 12,15 1225 1 1435 1235 1 10651 1050 1755'1
ITT Series 4-1 Olt 2.1011 ( 2`10dx1'h 245 285 # 14150 13M 1435 161IS ` 1200
i 4-16d 2.16d 2 10dx1'h 245 285 1500 1535 1 1500 1750 1315
L IWitY" = —'I h11O•tVALt f11STA LAFt07f o 1565
e .1T11'6S SiTuoS —. 2•ittvrls' 21f)dx1". 225 2i5- .4110•N'ALL INSTALLATION" 1665 L70
3»Rlonsx t 2TrtenS; 2 i0dx1h 21- •225 j -SOPOfi k,— ri5TALLATION 1546 .
4.10dxi'W, 4-10dwii 2-10dxll6_ 240 1 ,296 ; 2035 1500 I im 1950 -t115 t230 885
hfiT Series _a-10d 4-10d i•,2.10dx1'rr .240 290 + '2335 2000 ! 160a j 2100 I6G5 — _ 1,84 121
1 a-16d 4 i8d 210di t.z- 240 1 290, 1, 2550: 2140 '2'115 2400r•.IBGS; '• =,.�—W w ter. ` *�'
HiT Series :, 4-16d, ', ,6.1.6d r2-10dx1?k 240 290 2550 -2050" 2500 3950.` 1950 — - 2,40,82,121.
f 1.1,04loans are based on Douglas Fir;and havve beer increased 33%and 04 for earLngvake 6. SCL,structural composite lumber,is laminated veneer lumbe;;Parallam''
er wind loading with no further Increase.allowed.0k4de by 1.33 and 1.60 to,normal roaring PSL'and'AmberStrand'LSL,
T ifteria lil:e cantilever cons:rurxion,For S:Puse 0.86 x DF1SP uplift load: 7:.Cods Vafu2s are based an pFSP headier species,
2. Nton masonry strews ara!:rt+. B.,ITTkl loads are Dosed on 2099 psi tnlh?munt tglretel t or gigot.
3. Applies to LVL headers made primarily from Douglas fr or Southern Pine.For LVI.made pomvity 9.'i•jolsle wllh flanges less!hail Wro thin used to chmbinallon with
from Spruce Pine Firor similar less dense veneer;,use the values found 1n the SPF column, hange+s lbinnar Than to gauge may doilectan addiltanai txs inch
OF I•jelsts include flanges,made train solid sawn Douglas Fir.LVL dada primarily o1 D9yar6 the standard W limit.
c? -Douglas Fit/Southera Pine,or LSL,Fat flanges wilh lhic+nesses tram 19,4 10 134;Ilse io.F,lid•cviil installation teguirps rnfnlmum of ape grouted coarse at ove
0.85 at the I•Joist header load.For Ilangas with thicknesses from i''A to 1'/.,use 0,75 of and below Ilia hangar. `
.the 1-joist hold or load. 11:nThi411,as,ITTt,1414,aad ITTh1415 modals ma avaiiaale.
-5. Minimum solid header thickness to achieve ITr table toads is 1 W. i'zwwr ar'd rxntx-S."sad m ia-VisreW iia*a ads d Ras Joist,-a rtryethm set tangly
NAILER TABLE t1AfL5 16d 0.162 dia.x3r�r"fongs't6dx2VZ 916'2'dta i2 ^lang, }(
This!able indicates the maximum allovmblo loads for ITT/FAIT/HIT 10d=o,148"dj1 x r long,10diilh-0,146 di1,s 1/u igngj ,
hangers used on eio0tl trailers.The header nail See page ib-1T Car other nail sties and information. li
g type must be shhstituted for those listed in other,tables. OPTIONAL NAILING FOR INCREASED UPLIFT _
THeader ` I:. 'Allowable loads Allowable Uplift
s Model Nailer -- -� Fasteners
! Nailin0 �DF/SP SPf.1'LSL m6del - _ tlgads p
: .. _ I-
2x 6•10dxl'h 1215 1215 11230 s !Tqp Face JoIs1 {1331 (t6D)r¢
y 3x 616dx2'h, t--- 1550 1 1-10 ticiD4 4.10dx1Y -4-10dx1'fi' 485 575
R ITT Series
2-2x — G 10d 12'15 1150 — ITT 410d J-iDd l 4-1061% 485 1 515
'Ix 6.16d r1550 _1550 1 :4.16d 4•'16d 00dxi9tt 485 .r .575
2x 6-iOdxllh. ' .1570'_ 1 i10 1G05" 4•1Odxi'h. 4 1Cdxf M 4=tOnXih 480 5'i5
1v1I
3x W 8-i6d�x2yL• 1975'' � 4.38d 4-16d 440e4i5<i 480 575
MIT Series 1 2 2X
1 a — B A 10d G 10tf 4-106101 48 575
4x 8l6d 2254` $ €i HIT 4-i6dx2'ir 6.1Wx2'fe 1 4-104.0lb 480 575.:
!t '-3x aOl6dx2'ra_ 2 1 - t q 'sGd 6-i6d 1 "o-tOtit'1'h r20 `850
•
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_3050 { — i' -— or earlhqua:�e aoZdfn�vritlt rW itirf er Increase 01Pg1t2d'R duC etForng to
dic cane for normal loading criteria sddi as irtrafn;l.fef consuucuon.
#Them hangers may a 1l ct n addlt3onat;ra at design laatt; 2,MJtD.s4rt ana s are regwred on f-joist idr.add t oaal naifing, ;99;
a
Q Y k
<< y k, k
a x x..T W SHAPES
W SHAPES d x x
t - Dimensions Properties `•
b, I IIL.-b'---►-1
a Nom- Compact Section Elastic Properties Tor Plas
Flange g Distance inal Criteria sio r Modu
Area Depth Wt. rT d
Designation. A d Thickness T1/414_605
th Thickness Axis X-X Axis Y-Y ton•
T k k 1 per bl Fy' d Fy"' A, Stan( Z�
tw tl Ft. Ztj,- lw 7 S r I S r J'
lag In. In. . In. 1n. In. In. Lb. Nsi' Ksi In. In.� In.3 In., In.4 In.; In. -In.4 fn.3
W 16132 38.8 14.66 14% 0.645 %
143/4 1.030 1 11�/a l31/16 IsI36 132 7.1 - 22:7, - 4.05 0.97 '1530 209 6.28 548 74.5 1.16 12.3 234 1
x120 35:3 14.48 141h 0.590 9/16 14% 0.940 1s16 11114 1% "Ais 120 7.8 - 24.5 - 4.04 1.05 '1380 190 6,24 495 61.5 3.74 9,37. 212 1
x109 32.0 14,32 143/e 0.525 1/z 14s/e 0.860 1/8 111/n 19[t6 z/e109, 8:5 58.6 27:3 - 4:02 1.14 1240 173 6.22 441 61.2 3.73 7.12 192x 99 29.1 14.16 141/8 0.485 1/2 14s/8 0.780 % 111/4 17/16 3/e 99 9:3 48:5 29:2 - 4.00 1.25 1110 157 6,17 402 55,2 3.7,1 5.37. 173'
x 90 26.5 14.02 14 0.440 7h6 1/4 14.520 141/z 0.710 11/16 1VA 1% % K 10:2 40.4 31.9 - 3.99 1.36 999 143- 6.14 362 49.9 3.70 4.06 157
W 14x 82 24.1 14.31 141/4 0.510 1/2 1/4 16.130 101/8 0.855 1/e 11 1% 1 82 5.9 - 28.1 - 2.74 1.65 882 123 6.05 148 29.3 2.48 5:08 .139
x 74 21.8 14.17 141/a 0.450. 1/36 1/4 10:070 101/8 0.785 13I36 11 19/36 15I16 74 6.4 31:5 - 2.72 1.79 796 112 6.04. 134 26.6 2.98 3.88 126
i x 68 20.0 14.04 14 0415 1/i6 1/4 10.035 LO 0.720 3/4 11 11/z. 's136 68 7.0 - 33.8 57.T 2-71 1.94 723 '103 b.01 121 24.2 . . . 115
x 61 17.9 13.89 .131(6 .0.375 3/e 3h6. 9.995 10 0.645 s/6 11 I7/16 16/36 61 7.7 - 37.0 48.1 2.70 2.15 640 92.2 5.98 107 21.5 2.45 2.20 102
W 14x 53 15.6 13.92 137/8 0.370 % %6 8.060 8 0.660 11/16 11 17/16 19l16: 53: 6.1 31.6 46.7 2.15 2.62 541 77.8 5.89 57.7 14:3 1.92 1.94 87.1.
x 48 14.1 13.79 13% 0,340. 1/16 %6 8.030 8 0.595 % 11 1% 7/e. 48 6.7 - 40.6 40:2 2.13 2.89 485 70.3 5.85 .51.4 12:8 1.91 1.46 78.4
'x 43 12.6 13.66 13% 0.305 5/16 3h6 7.995 8 0.530 11z 11 15/16 3/8 43 7.5 - 44.8 32.9 2.12 3.22 428 62.7 5.82 45.2 11.3 1.99 1.05 69.6.
h 14 1 s a 6.770 63/4 0.515 /1z 12 1h 16 5/e 38 6.6 - 45.5 31.9 1.77 4.04 385 54.6 5:81 26.1 7.88 1.55 9:80 61.5
1 W.14x 38 11.2 14.10 /8 0.310 6 /16
`---
34 10.0 13.98 14 0:285 s/16. 16 6.745 6% 0.455 1/16 12 `1 % 34 7.4 - 49A 27.4 1.76 4.56' 340, 48.6 5.83 23.3 6.91 .1.53 9.57 54.6
-x
A 30 9.85 13.84 13% 0.270 1/4 % 6.73.0 6% 0.385 % 12 'sh6 % 30 8.7 55.3 51.3 25.1 1.74 5.34 291 42.0 5.73 19.6 5.82 1.49 0:38 47:3.
W 14x 26 7.69 13.91 131/e 0.255 14 % 5.025 5 0.420 1/16 12 1546 'h6 26 6:0 - 54.5 22.2 1.28 6.59 245 35.3 5.65 8.91 3.54 1.08 0.36 40.2
x 22 6.49 13:74 13% 0.230 1/4 1/8. 5.000 5 0.335 '5/16 12 1/8 9/16, 22 7.5 - 59.7 18.5 1.25 8.20 199 29.0 5.54 7.00 2.80 1.:04 6r21 33.2
- C: AMFRIr.AN INATITIITF nF CTFF, f nucro..nr.n..
2.18
to
Y k1 k t1 Y k, i
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d X X T W SHAPES W SHAPES d X X
Dimensions Properties s_-` -
]bl.
k I Y 11
�.b,.�
Web Flange Distance Nom• compact Section Elastic.Properties To(- Modulu
Area Depth neI Criteria sional
Designation A d Thickness t4, Width Thickness Wt. rT d Axis X-X Axis Y-Y con-
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tw 2 b/ t/ T k k.1 per 1 Fy' d Fy"' A/ I S r ! S r J
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W 18x119 35.1 18-97 19 0.655 % 5/16 11.265 111/4 1.066 11/16 151hL 13/a '%6 119 5.3 29.0 - 3.02 1.59 2190 231 7.90 253 44.9 2.69 10.6 261 6
x106 31.1 18.73 18% 0.590 9/l6 %6 11.200 11114 0.940 1%6 151h 1% 1%6 106 6.0 - 31.7 - 3.00 7.78 1910 204 7.84 220 39.4 2.66 7.48 230 6
x 97 28.5 18.59 18% 0.535 9/16 5/16 11.145 111/9 0.870 1/8 15% 19/16 1/8 97 6.4 - 34.7 54.7 2.99 1.92 1750 188 7.82 201 36.1 2.65 5.86 211 E
x 86 25.3 18.39 1834 0.480 �h 1/4 11:090 111/6 0.770 3/4 151h 11/16 % 86 7.2 - 38.3 45.0 2.97 2.15 153b 166 7.77 175 31.6 2.63 4.10 186 4
x 76 .22.3 18.21 181/4 0.425 %G 1/4 11.035 11 0.680 1%6 15% 1% 13/16 76 8.1 4.2 42.8 36.0 2.95 2.43 1330 146 7.73 152 27.6 2.61 2.83 163 t
W 18x 71 20.8 18.47 181/2 0.495 1/2 1/4 7.635 7% 0.810 13/16 .151/2 11/2 1/e 71. 4.7 - 37.3 47.4 1.98 2.99 1170 127 7.50 66.3 15.8 1.70 3.49 145 1
x 65 19.1 18.35 183/8 ,0.450 1/16 1/4 7.590 As 0.750 % 151/2 11/16 7/a 65 5.1 - 40.8 39.7 1.97 3.22 1070 1.17 '7.49 54.8 14.4 1.69 .2.73 133
x 60 17.6 18.24 181/4 0.415 7/16 % 7.555 71/2 0.695 11/16 151/2 1% 13& 60 5.4 - 44.6 34.2.1.96 3.47 084 108 7.47 50.1 13.3 1.69 2.17 123
x 55 16.2 18.11 181/s 0.390 % 3/16 7.530 71h 0.630. % 151/2 15/16 13/16 55 6.0 46.4 30.6 1.95 3.82 890 98.3 7.41 44.9 11.9 1.67 1.66'112
x 50 14.7 17.99 18 0.355. 3/a 3/16 7.495 71/2 0.570 9/16 151/2 11/4 13/16 50 6.6 - 50.7 25.7 1.94 4.21 800 88.9 7.38 40.1 10.7 1.65 1.24 101
W 18x 46 13.5 18.06 18 0.360 % 3/16 6.060 6. 0.605 % 151h 11/4 13/16 46 5.0 - 50.2 26:2 1.54 4.93 712 78.8 7.25 22.5 7.43 1.29 1.22 40.7
x 40 11.8 17.90 177k 0.315 5/16 3/16 6.015 6 0.525 1/2 1592 1%6 i3/16 40 5.7 - 56.8 20.5 1.52 5.67 612 68.4 7.21 19.1 6.35 L27 0.81 78.4
x 35 10.3 17.70 173/4 0.300 5/16 3116 6.0.00 6 0..425 'A6 151/2 11h % 35 7.1 - 59.0 19.0 1.49 6.94 510 57.6 7.04 15.3 5.12 1.22 0.51 66.5
W 16x100 29.4 16.97 17 0.585 9h6 $116 10.425 10318 0:985 1 13% 111/16 "/16 100 5.3 - 29.0 - 2.81 1.65 1490.175 7.10 186 35.7 2.61 7.73 198
x 89 26.2 16:75 163/4 0.525 1/2 1/4 10.365 10% 0.875 % 13% 19/16 1/8 89 5.9 - 31.9 64.9 2.79 1.85 1360 155 7.05, 163 31:4 2.49 5.45 175
x 77 22.6 16.52 16% 0.455 7/16 1/4 10.205 101/4 0.760 % 11% 11/16 7/8 77 6.8 - 36.3 50.1 2.71 2.11 1110, 134 7:00 139 26.9 2.47 3.57 150
x 67 19.7 16.33 16% 0.395 % 3/16 10.235 101/4 0.665 11/16 13% 1% 13/16 67 7.7 - 41.3 38.6 2.75 2.40 954 117 6.96 119, 23.2 2.46 2.39 130
W 16x 57 16.8 16.43 16% 0.430 %6 1/4 7.120 714 0.715 1%6 13% 1% % 57 5.0 - 38.2 45.2 1.86 3.23 758 92.2 6.72 43.1 12.1 1.60 2.22 105
x 50 14.7 16.26 161/4 0.380 % 3/16 7.070 7% 0.630 % 13% 15116 13/16 50 5.6 - 42.8 16.1 1.84 3.65 659 81.0 6.68 37.2 10.5 1.59 1.52 92.0
x 45 13.3 16.13 161/e 0.345 % 3/16 7,035 7 0.565 9/16 13% 11/4 13h6 45 6.2 - 46.8 30.2 1.83 4.06 686 72.7 6.65 32.8 9.34 1.57 1.11 82.3
x 40 11.8 16.01 16 0.305 %g��6 %6 6.995 7 0.505 1/2 13% 1%6 1%6 40 6.9 - 52.5 24.0 1.82 4.53 518 64.7 6.63 28.9 8.25 1.57 0.79 72.9
x 36 10.6 15.86 15% 0.295 %6 %6 6.985 7 0.430 7/ls 13% 11/e 3/4 36 8.1 64.0 53.8 22.9 1.79. 5.28 448 56.5 6.51 24.5 7.00 1.52 0.54 64.0
C vv 16x 31 9:12 15.88 1F'/e 0.275 Y4 '/e r 5.5Z5 51/2 0.440 '/16 13% 11/e '/4 � D 31 6.3 - 57.7 19.8 1.39 6.53 375 47.2 6.41 IZ.a 4.49 1.17 0.46 04:0
- -'x'26 -7.68 '15.69 15% `0•250-1/4` `%- -5.500 51/2 '0.345 `3/e` '135/e 11/I6 3/4- 26 8.0 - 62.8 16.8 1.36 8.27 301 38.4 6.26 9.59 3.49 1.12 0.26 44.2
w..�........ 1uc-MITF 41F RTFFI CONSTRUCTION
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5 '�3' 10,7,40 12, a0 1304UiK13p425 .'15175 il6300IG.A7�x 19;075 .20,490 �22a,:: 25135 27010„ 26465 29;910 12135
?4,"� .9785 ,10t880 11;565� ;230.: �136 79,455. 15,37517y100 18;i;70 20270a). ,23,9 ,� 24i,15 815 28,495 'j
r 8 605, 9;365 9 8.IO ii) 10 755 :.;11,i05 .r12�60 � .13 520,.;14715.r JS i 15 ''�78�5;`19 395:;20320 I:21 205 23;075 ,24 175,
u 7i a6m ;32p 97b800 8;075"� 91155 9,755 MOOR 11, 12;2 12,690 15 170 16,1.60 76 7 �18,045 t 9;230 19t905 -
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r4 � 6,425 6 695 6 8419 ) 8;075 8,915 8,610�10 695 11,090 017 34455.',12 665 �13;1�95 13,E
: Bearing ' .
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t , 10 � 3 ZOS 3:820 3 8w90 � 630 En 5 4860 ) S7820 6 005 6110 7 G7S 7 915 8 OSS �,R9 130 9;915 9i580
e :, 13 2;7,75 2 845 j 2 885,) 3 470 3 555€:y3 610 4;360 4!470 4 535:�=5 750 5 8952: d�980 "6&t0„ 7"O15 17;175
€ v �
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3T5;425 b a25 5 425 ,6,650 _6 650 G 650, 8225, 8 2Z5.0 8 225 t0 G75 10 675;, 10 675x:'i2 600 72600 s2;600
355 5,425 ( 6,435 650� 6 65>D h8;075 8 225 8 225 3 10 645 10 75 10 67,5� 12x600 12;606 12,60p3 ,f
Pla e �i 9' 4340 4500; 4 585 � 5430 S825 7,0:70b8'995:� 9315 a 9 500 ( 10700t;t;085 11 305:4�
¢ Beanng<�1 1 E3�05� 3 820 3 890.� 4 30 9x75S 4�8�� 5;820 6,005 6110 7 675 7�915 8 055 9 130 9;41 S 9 580
2iA45 Z885` :':3 555, 3 610 4,360, 4.470 4 535 S
„ > ><72 2,775 �. ., 71115 i
4 b' 2,t150 3^195 j 2 220 I ;685 2 7,a5. 2 77„5 ( 3'380 3 450 3 490 � 4,455 475, 5 0 19s.
-
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3 �8 7 270 7�53 7,71G I40 902, 11 330 11 579 1 t,539 15106 1,432 ?6 G75 28;i99 29 565;)35 540.;37 99II 39, 20I„
= A9r,,. 11 6 323 G.41 (9 48 A 9 662�12 33,1 32 G4 1883 3 2 BaS 25,63 9 f31 i2.33 127 34:7/5'I _.t
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tees and �� ( f
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Cotumn�
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L 16 7 ( I 1 0,483 10;781 10 ' 3 977 14+37 14 61)3,18 498�29 64A 30 2 y
18 ) $G73 8 06 9 0.13.�1 I SGS 1:1 853 12 018 24 027 24 871 25 35G f
.. 17 G38'18 131 18 413
ateSlw' 24 s .� �� 14T .aa �.r �tt�533;3157221593,4,`�
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�u Genera! Notes:
,
_
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Solid one piece Column memticrs used iri dry servl�e Conclltions.: Top or.Bottom Plote Connection._._
z
Braung m bo,th dlrcdions at column cnds`Icr
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(Of pldtC bCdflll�t
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wriilhithlchnesietcentntlly ` '" ro 6c='{ cornmo��i(s'For f
of
1 � 1
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Bk 16159 P9273 0119198
12-30-2002 a 09:07a
OCiTTCL•AIM DEED
WITH RESERVED RIGHT OF FIRST REFUSAL
We, LUCIANO RASPANTE and ROSARIA RASPANTE, husband
wife, both of 65 Millstone Way, Centerville, Massachusetts 02
for consideration paid of
ONE ($1.00)-------------------------------------------DOLLAR
grant to FRANK RASPANTE, TRUSTEE OF THE FRANK RASPANTE REALTY
TRUST, under Declaration of Trust dated December 13, 2002, an
recorded.at Barnstable Registry of Deeds Book Ib1S 9 , Page 2
(mailing address: 46 Millstone Way, Centerville, MA 02632),
With QUITCLAIM COVENANTS
the vacant land located at lag Brittany Drive, Barnstable
(Cotuit), Barnstable County, Massachusetts, more particularly
scribed as follows:
LOT 6 on a plan of land entitled "Definitive Subdivision
Plan of Land in Barnstable, Mass. Prepared for Luciano Raspe
Scale 111 = 40' Date: April 10, 2000. Prepared by Stephen J.
Doyle and Associates, 42 Canterbury Lane, East Falmouth, Masse
chusetts 02536.11
Subject to all rights, reservations and restrictions of
record.
The Grantors hereby reserve for themselves a right of fir
refusal for the purchase of the above-described lot for the re
mainder of their lives or until December 31, 2012, whichever
occurs first.
For our title, see a deed at Barnstable Registry of Deeds
Book 2068, Page 336.
WITNESS our hands and seals this l 3! dap of December,
Thousand Two.
"Luciano Raspante /� .(
Ro 00(.I.c ,— w cat,how 4
Rosaria Raspante
SWUM Atm COLE
AT70RNEY9 AT LAW
420 WIMI STRMT •.
POST OFFl�Bm(law
MVANt4S,b1A R401
7�OW 7754147
r
e
COMMONWEALTH OF MASSACHUSETTS
Barnstable, ss December 23 , 2002
Then personally appeared the above-named LUCIANO RASPANTE
and ROSARIA RASPANTE and acknowledged the foregoing instrument to
be their free act and deed,
Before me
Joseph aruca Notary Public
My commission ex it s: April 1, 2005
sr
AT
SY S APID COLE
2
ATT<#t!lEYa AT LAW
M, 420501RM STET
PoT OFFlR'Bm(1958
TE NTAfOlB,MN 02801
i6t 60BI Tf6A14T
f
i
FRANK RASPANTE REALTY TRUST
te
THIS DECLARATION OF TRUST made this 13 day of DCC C-46c,-•
Two Thousand Two, by FRANK RASPANTE of 46 Millstone Way,
Centerville, Massachusetts 02632, (hereinafter called the Trust-
ee, which term and any pronoun referring thereto shall be deemed
to include his successors in trust hereunder and to mean the
Trustee or the Trustees for the time being hereunder, wherever
the context so permits),
W I T N E S S E T H T H A T
ARTICLE I. The trust hereby created shall be known
as the FRANK RASPANTE REALTY TRUST.and under that name so far as
legal, convenient and practicable, shall all acts of the Trustee
be made and all instruments in writing by the Trustee be
executed.
ARTICLE Ii. All property, real and personal, tangi-
ble and intangible, conveyed to the Trustee hereunder (hereinaf-
ter called the "trust property") shall vest in the Trustee as
trustee of this trust, in trust to manage, administer and dispose
of the same for the sole benefit of the beneficiary. or beneficia-
ries from time to time hereof with the powers and subject to the
limitations hereinafter contained concerning the same.
ARTICLE III. Section 1. Any Trustee may resign at any
time by instrument in writing signed and acknowledged in the
manner required in Massachusetts for the acknowledgment of deeds
and such resignation shall take effect upon the recording of such
instrument with Registry of Deeds. If and whenever (a) there
shall be no trustee in office hereunder, or (b) the beneficiary
or beneficiaries hereof desire to appoint additional trustees
Es CO1F hereunder, a succeeding and/or additional trustee or trustees
iR"EY"AT1 W
SOVIM SiM11FPT .
OFFICE BM 1358
MiIS.nw 02 1
.SM T7541 A7
acknowledged (in the manner required for the recording of deeds
in Massachusetts) by the beneficiary or all of the beneficiaries,
if more than one, hereunder, and delivered to the then trustee or
trustees, if any, hereunder, and (b) an acceptance of such ap-
pointment, signed and so acknowledged by the person or persons so
appointed. Any such appointment and acceptance shall become
effective upon the recording of said acceptance with said Deeds,
and the person or persons so accepting shall then be and become
such Trustee or Trustees and shall be vested with title to the
trust property, jointly with the remaining or surviving Trustee
or Trustees, if any, without the necessity of any act of transfer
or conveyance. The foregoing provisions of this Section to the
contrary notwithstanding, despite any vacancy in the office of
Trustee, however caused and for whatever duration, the remaining
or surviving Trustee or Trustees, if any, shall continue to exer-
cise and discharge all of the powers, discretions and duties
hereby conferred or imposed upon the Trustee.
Section 2. No Trustee named or appointed as hereinbefore
provided, whether as original Trustee or as successor to or as
substitute for another, shall be obliged to give any bond or
surety or other security for the performance of any of his duties
hereunder, provided, however, that the beneficiary or all of the
beneficiaries hereof may at any time by instrument in writing
signed by him, her or them and delivered to the Trustee or Trust-
ees affected require that any one or more of the Trustees shall
give bond in such amount and with such sureties as shall be spec-
ified in such instrument. All expenses incident to any such bond
shall be charged as an expense of the trust. No Trustee herein-
ES A.ro coL 2
nrrevs Ar vW
__Sr
)FF=H=1%B
vws.wu ozeo)
(508)M9147
any circumstances or in any event be held liable or accountable
out of his personal assets by reason of any action taken, suf-
fered or omitted in good faith or be so liable or accountable for
more money or other property than he actually receives, or by
reason of anything except his own personal and wilful malfeasance
and defaults.
ARTICLE IV. The Trustee shall have no power whatsoever
to control, manage, dispose of, or deal in or with the trust
i
property or any part thereof except when, as and in the manner
and to the extent specifically directed in writing by the benefi-
ciary or beneficiaries hereof, being the owner or owners for the
time being of all of the beneficial interest hereunder. When, as
and in the manner and to the extent so specifically directed, the
Trustee shall have full power and authority, at any time and from
time to time and without the necessity of applying to any court
for leave so to do:
(i) To retain the trust property, or any part or parts
thereof, in the same form or forms in which received or acquired
by him so far and so long as he shall think fit;
(ii) To sell, assign, convey, transfer, exchange, and oth-
erwise deal with or dispose of, the trust property, or any part
or parts thereof, free and discharged of any and all trusts, at
public or private sale, to any person or persons, for cash or on
credit, and in such manner, on such terms and for such consider-
ations and subject to such restrictions, stipulations, agreements
and reservations, if any, as shall have been so specified by the
beneficiary or beneficiaries hereof, including the power to take
back mortgages to secure the whole or any part of the purchase
Fs AND COLE 3
IRNEYS AT WW
SOVTfI SIflFFFT
DFFI BOX 13W
MNLS.MA 02fA1
MM 775-9147
and to execute and deliver any deed or other instrument in con-
nection with the foregoing.
(iii) To purchase or otherwise acquire title-to, and to
rent, lease or hire from others for terms which may extend beyond
the termination of this trust any property or rights to property,
real or personal, and to own and hold such property and such
rights;
(iv) To borrow or in any other manner raise such sum or
sums of money or other.property and to evidence the same by notes
or other evidences of indebtedness, which may mature at a time or
times, even beyond the possible duration of this trust, and to
execute and deliver any mortgage, pledge, or other instrument to
secure any such borrowing;
(v) To enter into any arrangement for the use or occupation
of the trust property, or any part or parts thereof, including,
without thereby limiting the generality of the foregoing, leases,
subleases, easements, licenses, or concessions, even if the same
extend beyond the possible duration of this trust;
(vi) To invest and reinvest the trust property, or any part
or parts thereof and from time to time and to change investments,
including power to invest in all types of securities and other
property, of whatsoever nature and however denominated, even
though such property or such investments shall be of a character
or in an amount not customarily considered proper for the invest-
ment of trust funds or which does or may not produce income; and
(vii) To declare a condominium or condominiums of the trust
property or any part or parts thereof;
>AND co1E 4
VEYS AT IAW '
UTl STRUT
FIB B=1358
M.M 02501
OM 776Afa7
1 '
or authority, by virtue of any provision anywhere in this instru-
ment contained or otherwise, either
A. To borrow money on the credit, or on behalf of the bene-
ficiary or beneficiaries hereof or any of them personally or to
make any contract on behalf of, or binding, the beneficiary or
beneficiaries hereof or any of them personally; or
B. To maintain a bank account, collect or receive rent or
other payments, make disbursements or pay bills, distribute in-
come or other property,• maintain books, own other assets other
than as a nominee, or to engage in any activity which would sub-
ject this trust to Massachusetts taxation; it being hereby ex-
pressly provided that any provision anywhere in this instrument
contained which may be construed as contrary to this clause shall
be null and void and of no effect;
ARTICLE V. All persons extending credit to, contract-
ing with or having any claim against the Trustees shall look only
to the funds and property of this Trust for payment of any con-
tract, or claim, or for the payment of any debt, damage, judg-
ment, or decree, or for any money that may otherwise become due
or payable to them from the Trustees, so that neither the Trust-
ees nor the beneficiaries shall be personally liable therefor.
If any Trustee shall at any time for any reason (other than for
willful breach of trust) be held to be under any personal liabil-
ity as such Trustee, then such Trustee shall be held harmless and
indemnified by the beneficiaries, jointly and severally, against
all loss, costs, damage, or expense by reason of such liability.
ARTICLE VI. The original cestuis que trustent or bene-
ficiaries hereof are the persons designated as beneficiaries of
wn COLZ 5
YS AT IJW
m sm�
m s_'S9
.NN 02691 .
0 77591 A7
of the Frank Raspante Realty Trust," dated this day, executed by
said beneficiary and the Trustee. The original beneficiary
and/or any subsequent beneficiary shall have the right to assign
and transfer the beneficial interest of such beneficiary
hereunder. in whole or in part, by instrument in writing and under
seal, executed by the beneficiary so assigning and transferring,
designating the beneficial.interest so assigned and transferred
(whether all or any'part of the beneficial interest of such bene-
ficiary) and the person to whom the same is so assigned and tran-
sferred, and any such instrument shall for all purposes take ef-
fect upon the receipt thereof by the Trustee or Trustees then in
office hereunder. The beneficiary or beneficiaries hereof at any
time or from time to time shall be entitled to receive and col-
lect all of the income and profits of the trust and/or the trust
property and assets then held by the Trustee or Trustees. Any
such distribution of or from the trust property among the benefi-
ciaries hereof, if more than one, shall be according to the per-
centage of beneficial interest held by them respectively.
ARTICLE VII. section 1. No purchaser, mortgagee,
lender or other person dealing with the Trustee or Trustees (as
then appears of record with said Deeds) shall be bound to ascer-
tain or inquire further as to the person or persons who are or is
then Trustee or Trustees hereunder. The receipts of the Trustee
(or any one or more of them, if more than one) for money or
things paid or delivered to them or him, or to the beneficiaries
or beneficiary hereof, shall be effectual discharges therefrom to
the persons paying or delivering the same and no person from whom
such Trustee or beneficiaries shall receive any money, property
s AND COM 6
NZY AT--
J STRUT
LICE Bm(135
ELLS,MA 02601
77&41 C7
thereof. No purchaser, mortgagee, lender or other person dealing
with such Trustee or with any real or personal property which
then is or formerly was trust property shall be bound to ascer-
tain or inquire as to the existence or occurrence of any event or
purpose in or for which a sale, mortgage, pledge or charge is
herein authorized or directed, or otherwise as to the purpose or
regularity of any of the acts of such Trustee purporting to be
I
done in pursuance of any of the provisions or powers herein
contained, or as to the regularity of the resignation or appoint-
ment of any Trustee, and any instrument of acceptance of appoint-
ment by a new Trustee shall be conclusive evidence in favor of
any such purchaser or other person dealing wit the Trustee of the
matters therein recited relating to such discharge, resignation
or appointment or the occasion thereof.
Section 2. This Declaration of Trust and any amendments
hereto and any certificate herein required to be recorded and any
other certificate or paper signed by the Trustee or Trustees
hereunder or any of them which it may be deemed desirable to
record shall be recorded with said Deeds and such record shall be
deemed conclusive evidence of the contents and effectiveness
thereof according to the tenor thereof; and all persons dealing
in any manner whatsoever with the Trustee or the trust property
shall be held to have notice of any alteration or amendment of
this Declaration of Trust, or change of Trustee or Trustees, when
the same shall be recorded with said Deeds. Any certificate
signed by the Trustee or Trustees in office at the time, setting
forth as facts any matters affecting the trust, including state-
ments as to what action has been taken by the beneficiary or
Ee Arm COLE 7
>gNHV�AT LAW
SO VIM SIAF1'T
OFFICER IM
M.S._.2 I
.60W 775-91E7
of the Trustee to do any act, when duly acknowledged and recorded
with said Deeds shall be conclusive evidence as to the existence
of such alleged facts in favor of all third persons, including
the Trustee, acting in reliance thereon.
ARTICLE VIII. Section 1. This-trust may at any time
and from time to time be amended in any manner or to any extent,
or may be terminated by instrument in writing signed and acknowl-
edged by the beneficiary or all of the beneficiaries, if more
than one, hereunder, and delivered to the Trustee or Trustees
hereunder. Any such amendment or termination shall become effec-
tive upon the recording with said Deeds of an instrument of
amendment or termination, as the case may be, signed, sealed and
acknowledged in the manner required in Massachusetts for the
acknowledgement of deeds, by the Trustee or Trustees hereunder,
setting forth in full the amendment or termination and reciting
the receipt of an instrument making such amendment or termination
signed and so acknowledged by the beneficiary or all of the bene-
ficiaries hereof. Such instrument, so executed and recorded,
shall be conclusive evidence of the existence of all facts and of
compliance with all prerequisites to the validity of such amend-
ment or termination upon all questions as to title or affecting
the rights of third persons and for all other purposes.
Section 2. The trust hereby created shall, unless sooner
terminated pursuant to other provisions hereof, terminate at the
expiration of the period of ninety-nine (99) years from this
date.
Section 3. Upon the termination of this trust, the Trustee
may, if so directed by the beneficiary or all of the beneficia-
ES AMO Cole 8
6t1 AT LAW
SWIM STREET
�FFl�BO%13SS
NNLS.l.1A 02801
(508177"147
property, or any part or parts thereof, and, after the payment or
retirement of all known liabilities and obligations of the Trust-
ee, the proceeds thereof, and all other property then held by the
Trustee in trust hereunder, shall be distributed and paid over to
the beneficiary or beneficiaries hereof, according to their re-
spective beneficial interest if more than one. And in making any
sale under this provision the Trustee shall have the power, sub-
ject to such direction by the beneficiary or beneficiaries here-
of, to sell by public.auction or private contract and to buy in
or rescind or vary any contract of sale and to resell without
being answerable for loss and, for said purposes, to do all
things, including the execution and delivery of instruments, as
may be necessary or desirable in connection therewith. The pow-
ers of sale and all other powers herein given to the Trustee
shall, subject to such direction by the beneficiary or bene-
ficiaries hereof, continue as to all property at any time remain-
ing in his hands or ownership, even though all times herein fixed
for distribution of trust property may have passed.
ARTICLE IX. In the construction hereof, whether or not
so expressed, words used in the singular or in the plural respec-
tively include both the plural and singular, words denoting males
include females and words denoting persons include individuals,
firms, associations, companies, trust and corporations unless a
contrary intention is to be inferred from or required by the
subject matter or context. All the trusts, powers and provisions
herein contained shall take effect and be construed according to
the laws of the Commonwealth of Massachusetts.
ARU CO1E 9
RN. AT WW
;OV STRZR
WFI�BOJ(1358
1Ru.nw ozsol
iGm)T7"147
I
I
• 6
his hand and seal on this day and year first hereinabove set
forth.
COMMONWEALTH OF MASSACHUSETTS
Barnstable, ss: 'DGCe•n�� 1 3/ 2002
Then personally appeared the above-named FRANK RASPANTE and
acknowledged the foregoing instrument to be his free act and
deed, � ,l
Before me,
Jo e h V. Maruca Notary Public
My commission�e fires: April 1. 2005
Arm CoLE 10
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:OVTH STF�
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MW 775A147
r I
I CALC®2003 DESIGN REPORT - US y.November 15,2005 09:42
Tuesday,
Double 1 3/4" x 11 7/8" VER_ SA-LAM® 3100 SP File Name: BC CALC Project:FB02
Job Name: Raspante Res Description:
Address: 109 Brittany Dr. Specifier: Botello Lumber Co.Inc.
City,State,Zip:Marston's Mills,Me. Designer: unknown
Customer: Frank Raspante Company:
Code reports: ICBO 5512,NER 629 Misc: calc's.done from plan dated 11-02-05
4
12
a
Standard Load-40 psf 110 psf Tributary 05-00-00
1 C' 9�.1.?' �}�t�+� � �;�" +yY^ ; 3 Yi".1'Y_Kd����YSRJ �G.�pt.•t �'ki!X-�,t.f ltrt.F� yr 2:''.�i-.�.+P��'.'ri..?,n < Y .`'{ i Y .^ 1 ..
BO
2434 lbs LL B1
1071 lbs DL 2776 lbs LL
1104 lbs DL
Total Horizontal Length-07-00-00
General Data Load Summary
Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur.
Member Type: Floor Beam
S Standard Load Unf.Area Left 00-00-00 07-00-00 Live 40 psf 05-00-00 100%Number of Spans: 1 Dead 10 psf 05-00-00 90%
1 wall load. Unf.Lin. Left 00-00-00 07-00-00 Live 0 plf n/a 100%
Left Cantilever: No Dead 60 pff n/a 90%
Right Cantilever: No 2 2nd floor load. Unf.Area Left 00-00-00 07-00-00 Live 40 psf 05-00-00 100%
Dead 10 psf 05-00-00 90%
Slope: 0/12 3 added floor IoadUnf.Area Left 04-00-00 07-00-00 Live 40 psf 08-00-00 100%
Tributary: 05-00-00 Dead 10 psf 08-00-00 90%
4 Reaction from CConc.Pt.303 aieftaring03-00-00 03-00-00 Live 1450 Ibs n/a 100%
Dead 7331bs n/a 90%
Live Load: 40 psf Controls Summary
Dead Load: 10 psf Control Type Value %Allowable Duration Load Case San Location
Partition Load: 0 psf Moment 7941 ft-lbs 37.3% 100% 2 p
Duration: 100 Neg.Moment 0 ft-lbs n/a 100% 1 Internal
Disclosure End Shear 2940 Ibs 36.6% 100% 2 1-Left
Total Load Defl. U1254(0.067") 19.1% 2 1
The completeness and accuracy of Live Load Defl. U1796(0.047') 20.0% 2 1
the input must be verified by anyone Max Defl. 0.067" 6 7% 2 1
who would rely on the output as
evidence of suitability for a Notes
particular application. The output Design meets Code minimum(U240)Total load deflection criteria.
above is based upon building Design meets Code minimum(L/360)Live load deflection criteria.
code-accepted design properties Design meets arbitrary(1")Maximum load deflection criteria.
and analysis methods. Installation Minimum bearing length for BO is 1-1/2".
of BOISE engineered wood Minimum bearing length for B1 is 1-1/2".
products must be in accordance Entered/Displayed Horizontal Span Len
with the current Installation Guide gth(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing
and the applicable building codes. Connector Manufacturer: Simpson Strong-Tie®Company Inc.
To obtain an Installation Guide or if User Notes
you have any questions,please call(800)232-0788 before beginning Beam#2 Bert under stair header.
product installation.
BC CALC®,BC FRAMER®,BCIO,
BC RIM BOARD"",BC OSB RIM
BOARD-,BOISE GLULAM-,
VERSA-LAMS,VERSA-RIMS,
VERSA-RIM PLUS®,
VERSA-STRANDTm,
VERSA-STUD®,ALLJOISTO and
AJS1m are trademarks of
Boise Cascade Corporation.
Page 1 of 2
I
BC CALCO 2003 DESIGN REPORT - US Tuesday,November 15,2005 09:43
Double 1 3/4" x 11 7/8" VERSA-LAM(g)3100 SP File Name: BC CALC Project:FB02
Job Name: Raspante Res Description:
Address: 109 Brittany Dr. Specifier: Botello Lumber Co.Inc.
City,State,Zip:Marston's Mills,Ma. Designer: unknown
Customer: Frank Raspante Company:
Code reports: ICBO 5512,NER 629 Misc: calc's.done from plan dated 11-02-05
Connection Diagram
Consult project design professional of record or BOISE technical representative for connection design
Install Screws with screw heads in the loaded ply.
Member has no side loads.
Concentrated loads are not considered in side load analysis.
Connectors are:SDS 1/4 x 3-1/2
a=1-12" -b d
b=4"
c=4-12"
d=24" -(--
e=1" a
e
BC CALC®2003 DESIGN REPORT - US Tuesday,November 15,2005 09:42
Double 1 3/4" x 11 7/8" VERSA-LAM®3100 SP File Name: BC CALC Project:FB04
Job Name: Raspante Res Description:
Address: 109 Brittany Dr. Specifier: Botello Lumber Co.Inc.
City State,Zip:Marston's Mills,Ma. Designer: unknown
Customer: Frank Raspante Company:
Code reports: ICBO 5512,NER 629 Misc: calc's.done from plan dated 11-02-05
Standard Load-40 psf 110 pd Tributary 01-00 00
r _
BO
167 Ibs LL B1
90 Ibs DL 167 Ibs LL
90 Ibs DL
Total Horizontal Length-08-04-00
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 08-04-00 Live 40 psf 01-00-00 100%
Member Type: Floor Beam Number of Spans: 1 1 Dead 10 psf 01-00-00 90%
Left Cantilever: No Controls Summary
Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location
Slope: 0/12 Moment 535 ft-Ibs 2.5% 100% 2 1 -Internal
Tributary: 01-00-00 Neg.Moment 0 ft-Ibs n/a 100%
End Shear 196 Ibs 2.4% 100% 2 1 -Left
Total Load Defl. U14595(0.007") 1.6% 2 1
Live Load Defl. L22505(0.004") 1.6% 2 1
Live Load: 40 psf Max Defl. 0.007" 0.7% 2 1
Dead Load: 10 psf Notes
1
Duration: 00
Partition Load: Design meets Code minimum(L/240)Total load deflection criteria.
Design meets Code minimum(U360)Live load deflection criteria.
Disclosure Design meets arbitrary(1")Maximum load deflection criteria.
The completeness and accuracy of Minimum bearing length for BO is 1-1/2".the input must be verified anyone Minimum bearing length for B1 is 1-1/2".who would rely a the output Entered/Displayed Horizontal Span Length(s)=Clear Span+ 12 min.end bearing+ 12 intermediate bearing
evidence of suitability fora Connector Manufacturer: Simpson Strong-Tie®Company Inc.
particular application. The output User Notes
code-accepted design properties
above based upon building Beam#3 floor load only not clear why beam is req'd.
and analysis methods. Installation ram Connection Diagram
of BOISE engineered wood 9
products must be in accordance Consult project design professional of record or BOISE technical representative for connection design
with the current Installation Guide Install Screws with screw heads in the loaded ply.
and the applicable building codes. Member has no side loads.
To obtain an Installation Guide or if
you have any questions,please call Connectors are:SDS 1/4 x 3-12
(800)232-0788 before beginning
product Installation. a= 1-12"
b=4" rb d
BC CALC®,BC FRAMER®,BCI®, c=4-12"
BC RIM BOARD-,BC OSB RIM d=24" T--
BOARD-,BOISE GLULAMTM, e=1,. a
VERSA-LAM®,VERSA-RIM®, • T• •
VERSA-RIM PLUS®,
VERSA-STRAND'rm, C
VERSA-STUD®,ALLJOIST40 and
AJSTM are trademarks of • • •
Boise Cascade Corporation.
e
Page 1 of 1
I
B4;gE" BC CALL®2003 DESIGN REPORT - US Tuesday,November 15,2005 09:42
Double 1 3/4" x 11 7/8" VERSA-LAM®3100 SP - File Name: BC CALC Project:FB05
Job Name: Raspante Res Description:
Address: 109 Brittany Dr. Specifier: Botello Lumber Co.Inc.
City,State,Zip:Marston's Mills,Ma. Designer: unknown
Customer: Frank Raspante Company:
Code reports: ICBO 5512,NER 629 Misc: calc's.done from plan dated 11-02-05
7=7L Standard Load-40 pd 110 pd Tributary 07.00-00
.71
`.
s ° �
BO B1
840 Ibs LL 840 Ibs LL
328 Ibs DL 262 Ibs DL
Total Horizontal Length-06-00-00
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 06-00-00 Live 40 psf 07-00-00 100%
Member Type: Floor Beam Dead 10 psf 07-00-00 90%
Number of Spans: 1 1 granite top Ioad.Unf.Lin. Left 00-00-00 02-MOO Live 0 pit n/a 100%
Left Cantilever: No Dead 50 pit n/a 90%
Right Cantilever: No
Controls Summary
Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location
Tributary: 07-OD-00 Moment 1678 ft-lbs 7.9% 100% 2 1 -Internal
Neg.Moment 0 ft-lbs n/a 100%
End Shear 761 ibs 9.5% 100% 2 1 -Left
Total Load Defl. U6450(0.011") 3.7% 2 1
Live Load: 40 psf Live Load Defl. U8618(0.008') 4.2% 2 1
Dead Load: 10 Of Max Defl. 0.011" 1.1% 2 1
Partition Load: 0 Of
Duration: 100 Notes
Disclosure Design meets Code minimum(L240)Total load deflection criteria.
The completeness and accuracy of Design meets Code minimum(U360)Live load deflection criteria.
Design meets arbitrary(1')Maximum load deflection criteria.
the input must be verified by anyone Minimum bearing length for BO is 1-12".
who would rely on the output as Minimum bearing length for B1 is 1-12".
evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+ 12 min.end bearing+12 intermediate bearing
particular application. The output Connector Manufacturer: Simpson Strong-Tie®Company Inc.
above is based upon building
code-accepted design properties User Notes
and analysis methods. Installation Beam#4 basement 6'slider header.
of BOISE engineered wood
products must be in accordance ram Connection Diagram
with the current Installation Guide g
and the applicable building codes. Consult project design professional of record or BOISE technical representative for connection design
To obtain an Installation Guide or if Install Screws with screw heads in the loaded ply.
you have any questions,please call Member has no side loads.
(800)232-0788 before beginning
product installation. Connectors are:SDS 1/4 x 3-12
BC CALCO,BC FRAMER®,BCI®, a=1-12" L b d
BC RIM BOARD-,BC OSB RIM b=4"
BOARD"',BOISE GLULAM-, c=4-12"
VERSA-LAW,VERSA-RIM®, d=24" �—
VERSA-RIM PLUS®, e= 1,, a
VERSA-STRAND-
VERSA-STUD®,ALLJOISTO and • i • •
AJSTm are trademarks of C
Boise Cascade Corporation.
e
Page 1 of 1
BC CALC®2003 DESIGN REPORT- US Tuesday,November 15,2005 09:42
Single 51/4" x 11 7/8" VERSA-LAM®3100 SP File Name: BC CALC Project:FB06
Job Name: Raspante Res Description:
Address: 109 Brittany Dr. Specifier: Botello Lumber Co.Inc.
City,State,Zip:Marston's Mills,Me. Designer: unknown
Customer: Frank Raspante Company:
Code reports: ICBO 5512,NER 629 Misc: calc's.done from plan dated 11-02-05
Standard Load-40 psf 1 10 pd Tributary 08-04
,t.,f 1.. ,Syusvy y,}}K_..,x..rl �g -..�1 .5 :yl '`°f� ',vy wryar�•..;.e o^ t t �nr*; r.(.,} t �; N�' ,.� x-.
+MNe't,J,{+�.$.l�g�A- �.;ArQf gt�,�iT�tv�u.,f���,j�.e� Orr:r�+y��F'7�+PFk".S'v. rh�'.�17,. ��'�'l� {t Yf .1Pf.� ?pA('��j�i��:}�� �v ..l��L°i. .�3.r.td•'` �K'�.N.._.?fit�•,Syj i.a �,5
��rE�6"?:x.tx��::v_�' S.xh�iaa�i•�'.�'u'`r."S s"`f.,:fides f�,r^.�..F(�i''_ �S�^+.,�,�.'sr�.!1f;.'b.1E''h,�,c,,�.a# x�j .��k`�.rn,T?`�v�-d�4`?y.ti 3'v.�s,'� 9kr� �%a h��7� �'-•'>wv � ?`'� � �T"'',�+r $'>^;�i>i
BO
2000 Ibs LL B1
2000 Ibs LL
605 Ibs DL 605 Ibs DL
Total Horizontal Length-12-00-00
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 12-00-00 Live 40 psf 08-04-00 100%
Member Type: Floor Beam Dead 10 psf 08-04-00 90%
Number of Spans: 1
Left Cantilever: No Controls Summary
Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location
Moment 7816 ft-Ibs 24.5% 100% 2 1 -Internal
Slope: 0/12 Neg.Moment 0 ft-Ibs n/a 100%
Tributary: 08-04-00 End Shear 2176 Ibs 18.0% 100% 2 1 -Left
Total Load Defl. L/1042(0.138") 23.0% 2 1
Live Load Defl. L/1357(0.106') 26.5% 2 1
Live Load: 40 psf Max Defl. 0.138" 13.8% 2 1
Dead Load: 10 psf Notes
Partition Load: 0 psf Design meets Code minimum(L/240)Total load deflection criteria.
Duration: 100 Design meets Code minimum(L/360)Live load deflection criteria.
Disclosure Design meets arbitrary(1")Maximum load deflection criteria.
The completeness and accuracy of Minimum bearing length for BO is 1-1/2".
Minimum bearing length for B1 is 1-1/2".
the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+1!2 intermediate bearing
who would rely on the output as
evidence of suitability for a User Notes
particular application. The output Beam#5 basement 12'slider header.
above is based upon building
code-accepted design properties
and analysis methods. Installation
of BOISE engineered wood
products must be in accordance
with the current Installation Guide
and the applicable building codes.
To obtain an Installation Guide or if
you have any questions,please call
(800)232-0768 before beginning
product installation.
BC CALC®,BC FRAMER®,BCI®,
BC RIM BOARD TM,BC OSB RIM
BOARDTm,BOISE GLULAMTM,
VERSA-LAM®,VERSA-RIM®,
VERSA-RIM PLUS®,
VERSA-STRAND-,
VERSA-STUD®,ALLJOISTO and
AJSTm are trademarks of
Boise Cascade Corporation.
Page 1 of 1
BC CALC®2003 DESIGN REPORT - US Tuesday,November 15,2005 09:42
Double 1 3/4" x 11 7/8" VERSA-LAM(g)3100 SP File Name: BC CALC Project:FB07
Job Name: Raspante Res Description:
Address: 109 Brittany Dr. Specifier: Botello Lumber Co.Inc.
City State,Zip:Marston's Mills,Me. Designer: unknown
Customer: Frank Raspante Company:
Code reports: ICBO 5512,NER 629 Misc: calc's.done from plan dated 11-02-05
1
Standard Load-40 psf.110 psf Tributary 07-06-00
S�+i.,r�irh
,._.. ... ., .. ,. .. >.r..,. r.e.: ' t ..:.,.._.`� <. .-v.`s� .1 r"�i4�S'kiR.••N x.� *.pn. .-v�L ,:;',: T r t `E^,�' y.c R r�F '�s* + t;q
BO B1
5171 Ibs LL 2492 Ibs LL
2456 Ibs DL 1026 Ibs DL
Total Horizontal Length-08-03-08
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 08-03-08 Live 40 psf 07-06-00 100%
Member Type: Floor Beam Dead 10 psf 07-06-00 90%
Number of Spans: 1 1 Reaction from CConc.Pt308 aLeftaringO2-00-00 02-00-00 Live 5175 Ibs n/a 100%
Left Cantilever: No Dead 2763 Ibs n/a 90%
Right Cantilever: No
Controls Summary
Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location
Tributary: 07-MOO Moment 14460 ft-Ibs 68.0% 100% 2 1 -Internal
Neg.Moment 0 ft-Ibs n/a 100%
End Shear 7244 Ibs 90.1% 100% 2 1 -Left
Total Load Defl. L/643(0.155") 37.3% 2 1
Live Load: 40 psf Live Load Defl. L/938(0.106') 38.4% 2 1
Dead Load: 10 psf Max Defl. 0.155" 15.5% 2 1
Partition Load: 0 psf
Duration: 100 Notes
Disclosure Design meets Code minimum(L/240)Total load deflection criteria.
The completeness and accuracy of Design meets Code minimum(L/360)Live load deflection criteria.
Design meets arbitrary(I")Maximum load deflection criteria.
the input must be verified by anyone Minimum bearing length for BO is 2-5/8".
who would rely on the output as Minimum bearing length for B1 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 Connector Manufacturer: Simpson Strong-Tied Company Inc.
above is based upon building
code-accepted design properties User Notes
and analysis methods. Installation Beam#6A at stair header w/added beam load from beam#16.
of BOISE engineered wood
products must be in accordance ram Connection Diagram
with the current Installation Guide 9
and the applicable building codes. Consult project design professional of record or BOISE technical representative for connection design
To obtain an Installation Guide or if Install Screws with screw heads in the loaded ply.
you have any questions,please call Member has no side loads.
(800)232-0788 before beginning Concentrated loads are not considered in side load analysis.
product installation.
Connectors are:SDS 1/4 x 3-1/2
BC CALC®,BC FRAMER®,BCI®,
BC RIM BOARD-,BC OSB RIM a=1-1/2" rbl BOARDTM BOISE GLULAMTM b=4" d
VERSA-LAM®,VERSA-RIM®, c=4-1/2"
VERSA-RIM PLUS®, d=24" T—
VERSA-STRANDTM, e=1" a
VERSA-STUDS,ALLJOISTO and • T• •
AJSTM are trademarks of
Boise Cascade Corporation. C
Page 1 of 1 2
BOwSE"
BC CALC®2003 DESIGN REPORT- US Tuesday,November 15,2005 09:42
Double 1 3/4" x 11 7/8" VERSA-LAM®3100 SP File Name: BC CALC Project:F809
Job Name: Raspante Res Description:
Address: 109 Brittany Dr. Specifier: Botello Lumber Co.Inc.
City,State,Zip:Marston's Mills,Ma. Designer: unknown
Customer: Frank Raspante Company:
Code reports: ICBO 5512,NER 629 Misc: calc's.done from plan dated 11-02-05
Standard Load-4O psf 110 psf Tributary 01-00-00
a t a
AL
BO
166 lbs LL 131
90 Ibs DL 166 Ibs LL
90 Ibs DL
Total Horizontal Length-08-03-08
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 08-03-08 Live 40 psf 01-00-00 10o%
Member Type: Floor Beam Number of Spans: 1 I Dead 10 psf 01-00-00 90%
Left Cantilever: No Controls Summary
Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location
Moment 530 ft-Ibs 2.5% 100% 2 1 -Internal
Slope: 0/12 Neg.Moment 0 ft Ibs n/a 100%
Tributary: 01-00-00 End Shear 195 Ibs 2.4% 100% 2 1 -Left
Total Load Defl. U14816(0.007") 1.6% 2 1
Live Load Defl. L22846(0.004') 1.6% 2 1
Live Load: 40 psf
Max Defl. 0.007" 0.7% 2 1
Dead Load: 10 psf Notes
Partition Load: 0 psf Design meets Code minimum(L/240)Total load deflection criteria.
Duration: 100 Design meets Code minimum(L/360)Live load deflection criteria.
Disclosure Design meets arbitrary(V)Maximum load deflection criteria.
The completeness and accuracy of Minimum bearing length for BO is 1-1/2".
the input must be verified anyone Minimum bearing length for B1 is 1-1/2".
who would rely a the output Entered/Displayed Horizontal Span Length(s)=Clear Span+ 12 min.end bearing+ V2 intermediate bearing
evidence of suitability for a
Connector Manufacturer: Simpson Strong-Tie®Company Inc.
particular application. The output User Notes
above is based upon building Beam#6B at stair header floor load only not clear why beam is req'd.
code-accepted design properties
and analysis methods. Installation ram Connection Diagram
of BOISE engineered wood 9
products must be in accordance Consult project design professional of record or BOISE technical representative for connection design
with the current Installation Guide Install Screws with screw heads in the loaded ply.
and the applicable building codes. Member has no side loads.
To obtain an Installation Guide or if
you have any questions,please call Connectors are:SDS 1/4 x 3-12
(800)232-0788 before beginning
product installation. a=1-1/2" �bj d
b=4"
BC CALC®,BC FRAMER®,BCI®, c=4-1/2"
BC RIM BOARD-,BC OSB RIM d=24" —
BOARDTM,BOISE GLULAMTM, e= V a
VERSA-LAM®,VERSA-RIM®, • T• •
VERSA-RIM PLUS®,
VERSA-STRAND TM, C
VERSA-STUD®,ALLJOISTO and
AJSTM are trademarks of • • •
Boise Cascade Corporation.
e
Page 1 of 1
i
BC CALC@ 2003 DESIGN REPORT - US Tuesday,November 15,2005 09:42
Double 1 3/4" x 11 7/8" VERSA-LAMS 3100 SP File Name: BC CALC Project:FB10
Job Name: Raspante Res Description:
Address: 109 Brittany Dr. Specifier: Botello Lumber Co.Inc.
City,State,Zip:Marston's Mills,Ma. Designer: unknown
Customer: Frank Raspante Company:
Code reports: ICBO 5512,NER 629 Misc: calc's.done from plan dated 11-02-05
n
Standard Load-40 psf 110 psf Tributary 01-00-0
F f •^I.4/F $3. T Y y c�'i. ,.��f ; T J ��4 ^+.. „7 }d r, f� J..y�% -Tf L}+1�"�1^'i- �x. 3 1.�M1..�'.q >� tt
tZ
tt v
BO B1
523 Ibs LL 377 Ibs LL
248 Ibs DL 190 Ibs DL
Total Horizontal Length-14-00-00
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 14-00-00 Live 40 psf 01-00-00 100%
Member Type: Floor Beam Dead 10 psf 01-00-00 90%
Number of Spans: 1 1 Reaction from CConc.PI:311 al-eftaring04-00-00 04-00-00 Live 340 tbs n/a 100%
Left Cantilever: No Dead 135 Ibs n/a 90%
Right Cantilever: No
Controls Summary
Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location
Tributary: 01-00-00 Moment 2611 ft-Ibs 12.3% 100% 2 1 -Internal
Neg.Moment 0 ft-Ibs n/a 100%
End Shear 710 Ibs 8.8% 100% 2 1 -Left
Total Load Defl. L/1837(0.091") 13.1% 2 1
Live Load: 40 psf Live Load Defl. L/2718(0.062') 13.2% 2 1
Dead Load: 10 psf Max Defi. 0.091" 9.1% 2 1
Partition Load: 0 psf
Duration: 100 Notes
Disclosure Design meets Code minimum(L/240)Total load deflection criteria.
The completeness and accuracy of Design meets Code minimum(L/360)Live load deflection criteria.
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 1-1/2".
evidence of suitability for a Entered/Displayed Horizontal Span Length(s) Clear S
particular application. The output P = Pan+ 1/2 min.end bearing+1/2 intermediate bearing
Connector Manufacturer: Simpson Strong-Tie®Company Inc.
above is based upon building
code-accepted design properties User Notes
and analysis methods. Installation Beam#7 A 7 B trimmer over foyer.
of BOISE engineered wood
products must be in accordance Connection Diagram
with the current Installation Guide 9
and the applicable building codes. Consult project design professional of record or BOISE technical representative for connection design
To obtain an Installation Guide or if Install Screws with screw heads in the loaded ply.
you have any questions,please call Member has no side loads.
(800)232-0788 before beginning Concentrated loads are not considered in side load analysis.
product installation.
Connectors are:SDS 1/4 x 3-1/2
BC CALC®,BC FRAMER®,BCIV,
BC RIM BOARD- BC OSB RIM a=1-1/2" tj d
BOARD- BOISE GLULAA4TM, b=4"
VERSA-LAM®,VERSA-RIM®, c=4-1/2"
VERSA-RIM PLUS®, d=24" -1
VERSA-STRANDTM, e=1 8
VERSA-STUD®,ALLJOISTO and • T• •
AJS'rm are trademarks of
Boise Cascade Corporation. C
Page 1 of 1
BC CALC®2003 DESIGN REPORT - US Tuesday,November 15,2005 09:42
Double 1 3/4" x 11 7/8" VERSA-LAM®3100 SP File Name: BC CALC Project:FB11
Job Name: Raspante Res Description:
Address: 109 Brittany Dr. Specifier: Botello Lumber Co.Inc.
City,State,Zip:Marston's Mills,Ma. Designer: unknown
Customer: Frank Raspante Company:
i Code reports: ICBO 5512,NER 629 Misc: calc's.done from plan dated 11-02-05
Standard Load-40 psf 110 psf Tributary 02
` . ,Fra k ...r - i�_ .� ,<�Y� iJ' �y,y 4 .5�a •a�,w X��'�AX. ty i_ r �_S. ,s w Xr ,- ...
BO B1
340 Ibs LL 340 Ibs LL
135 Ibs DL 135 Ibs DL
Total Horizontal Length-08-06-00
General Data Load Summary
Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur.
S Standard Load Unf.Area Left 00-00-00 08406-00 Live 40 psf 02-00-00 100%
Member Type: Floor Beam Number of Spans: 1 1 Dead 10 psf 02-00-00 90%
Left Cantilever: No Controls Summary
Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location
Slope: 0/12 Moment 1009 ft-Ibs 4.7% 100% 2 1 -Internal
Tributary: 02-00-00 Neg.Moment 0 R lbs n/a 100%
End Shear 364 Ibs 4.5% 100% 2 1 -Left
Total Load Defl. L/7596(0.013") 3.2% 2 1
Live Load Defl. L/10604(0.01 3.4% 2 1
Live Load: 40 psf Max Defl. 0.013" 1.3% 2 1
Dead Load: 10 psf Notes
Partition Load: 0.psf Design meets Code minimum(L/240)Total load deflection criteria.
Duration: 100 Design meets Code minimum(1-/360)Live load deflection criteria.
Disclosure Design meets arbitrary(1")Maximum load deflection criteria.
The completeness and accuracy of Minimum bearing length for BO is 1-1/2".
the input must be verified anyone Minimum bearing length for B1 is 1-1/2".
who would rely a the output Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+V2 intermediate bearing
evidence of suitability for a
Connector Manufacturer: Simpson Strong-Tie®Company Inc.
particular application. The output User Notes
above is based upon building Beam#8 header over foyer.
code-accepted design properties
and analysis methods. Installation ram Connection Diagram
of BOISE engineered wood 9
products must be in accordance Consult project design professional of record or BOISE technical representative for connection design
with the current Installation Guide Install Screws with screw heads in the loaded ply.
and the applicable building codes. Member has no side loads.
To obtain an Installation Guide or if
you have any questions,please call Connectors are:SDS 1/4 x 3-12
(800)232-0788 before beginning
product installation. a= 1-12" b d
b=4"
BC CALC®,BC FRAMER®,BCI®, c=4-1/2"
BC RIM BOARD-,BC OSB RIM d=24" �—
BOARDTM,BOISE GLULAMTM, e= 1" 2
VERSA-LAM®,VERSA-RIM®, 0 i
VERSA-RIM PLUS®,
VERSA-STRANDTM, C
VERSA-STUD®,ALLJOISTO and
AJSTM are trademarks of • • •
Boise Cascade Corporation.
e
Page 1 of 1
�Q;S�'" BC CALC®2003 DESIGN REPORT - US Tuesday,November 15,2005 09:42
Single 3 1/2" x 16" VERSA-LAM®3100 SP File Name: Frank Raspante,Brittany Dr.:FB12
Job Name: Raspante Res Description:
Address: 109 Brittany Dr. Specifier: Botello Lumber Co.Inc.
City State,Zip:Marston's Mills,Ma. Designer: unknown
Customer: Frank Raspante Company:
Code reports: ICBO 5512,NER 629 Misc: calds.done from plan dated 11-02-05
4
3
2
1
Standard Load-40 psf 110 psf Tributary 17
BO
7359 lbs LL 61
2723 lbs DL 7864 lbs LL
2850 lbs DL
Total Horizontal Length-12-08-00
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 12-08-00 Live 40 psf 17-00-00 100%
Member Type: Floor Beam Dead 10 psf 17-00-00 90%
Number of Spans: 1 1 added floor IoadUnf.Area Left 03-00-00 09-08-00 Live 40 psf 01-00-00 100%
Left Cantilever: No Dead 10 psf 01-00-00 90%
Right Cantilever: No 2 added floor IoadUnf.Area Left 06-08-00 12-08-00 Live 40 psf 04-00-00 100%
Dead 10 psf 04-00-00 90%
Slope: 0/12 3 ceiling load. Unf.Area Left 00-00-00 12-08-00 Live 25 psf 17-00-00 100%
Tributary: 17-00-00 Dead 10 psf 17-00-00 90%
4 wall load. Unf.Lin. Left 00-00-00 12-08-00 Live 0 plf n/a 100%
Dead 60 plf n/a 90%
Live Load: 40 psf Controls Summary
Dead Load: 10 psf Control Type Value %Allowable Duration Load Case San Location
Partition Load: 0 psf Moment 33103 ft-lbs 88.6% 100% p
Duration: 100 Neg.Moment 0 ft-lbs n/a 100% 2 1 Internal
Disclosure End Shear 8420 lbs 77.8% 100% 2 1-Right
Total Load Defl. U380(0.4') 63.1% 2 1
The completeness and accuracy of Live Load Defl. U519(0.293') 69.4% 2 1
the input must be verified by anyone Max Defl. 0.4" 40.0% 2 1
who would rely on the output as
evidence of suitability for a Notes
particular application. The output Design meets Code minimum(L/240)Total load deflection criteria.
above is based upon building Design meets Code minimum(L/360)Live load deflection criteria.
code-accepted design properties Design meets arbitrary(1')Maximum load deflection criteria.
and analysis methods. Installation Minimum bearing length for BO is 3-3/8".
of BOISE engineered wood Minimum bearing length for B1 is 3-5/8".
products must be in accordance Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing
with the current Installation Guide
and the applicable building codes. User Notes
To obtain n Installation Guide or if Beam#9 header at bearing wall between kitchen and living room.
you have any questions,please call g 9
(800)232-0788 before beginning
product installation.
BC CALC®,BC FRAMER®,BCI®,
BC RIM BOARD-,BC OSB RIM
BOARD-,BOISE GLULAM-,
VERSA-LAM®,VERSA-RIM®,
VERSA-RIM PLUS®,
VERSASTRANDTM,
VERSA-STUDS,ALLJOISTO and
AJSTm are trademarks of
Boise Cascade Corporation.
Page 1 of 1
BC CALC®2003 DESIGN REPORT - US Tuesday,November 15,2005 09:42
i
Double 1 3/4" x 11 7/8" VERSA-LAM®3100 SP File Name: Frank Raspante,Brittany Dr.:FB13
Job Name: Raspante Res Description:
Address: 109 Brittany Dr. Specifier: Botello Lumber Co.Inc.
City State,Zip:Marston's Mills,Ma. Designer: unknown
Customer: Frank Raspante Company:
Code reports: ICBO 5512,NER 629 Misc: calc's.done from plan dated 11-02-05
n
Standard Load-10 psf l 10 psf Tributary 01-0OUO
B.
764 Ibs LL B1
301 Ibs DL 516 Ibs LL
233 Ibs DL
Total Horizontal Length-17-00-00
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 17-00-00 Live 40 psf 01-00-00 100%
Member Type: Floor Beam Dead 10 psf 01-00-00 90%
Number of Spans: 1 1 Reaction from CConc.Pt314 aLeftaring05-00-00 05-00-00 Live 600 lbs n!a 100%
Left Cantilever: No Dead 165 Ibs We 90%
Right Cantilever: No
Controls Summary
Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location
Tributary: 01-00-00 Moment 4551 ft-Ibs 21.4% 100% 2 1 -Internal
Neg.Moment 0 ft-Ibs We 100%
End Shear 1003 Ibs 12.5% 100% 2 1 -Left
Total Load Defl. U897(0.227") 26.8% 2 1
Live Load: 40 psf Live Load Defl. U1257(0.162') 28.6% 2 1
Partition Load: 0 pssff
Dead Load: 10 Max Defl. 0.227" 22.7% 2 1
Duration: 100 Notes
Disclosure Design meets Code minimum(L240)Total load deflection criteria.
The completeness and accuracy of Design meets Code minimum(U360)Live load deflection criteria.
the input must be verified anyone Design meets arbitrary(1")Maximum load deflection criteria.
who would rely a the output Minimum bearing length for BO is 1-1/2".
evidence of suitability fora Minimum bearing length for B1 is 1-1/2".
Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+12 intermediate bearing
particular application. The output Connector Manufacturer: Simpson Strong-Tie®Company Inc.
above is based upon building
code-accepted design properties User Notes
and analysis methods. Installation of BOISE engineered wood Beam#10 A 10 B trimmer at spiral stair.
-
products must be in accordance Connection Diagram
with the current Installation Guide 9
and the applicable building codes. Consult project design professional of record or BOISE technical representative for connection design
To obtain an Installation Guide or if Install Screws with screw heads in the loaded ply.
you have any questions,please call Member has no side loads.
(800)232-0788 before beginning Concentrated loads are not considered in side load analysis.
product installation.
Connectors are:SDS 1/4 x 3-12
BC CALC®,BC FRAMER®,BCI®,
BC RIM BOARD-,BC OSB RIM a= 1-12" L b
BOARDTm BOISE GLULAAoITM, b=4" If d
VERSA-LAM®,VERSA-RIMS, c=4-12"
VERSA-RIM PLUS®, d=24" (—
VERSA-STRAND-, e=1" a
VERSA-STUD®,ALLJOIST®and e T e e
AJSTm are trademarks of
Boise Cascade Corporation. C
Page 1 of 1
BC CALL®2003 DESIGN REPORT- US Tuesday,November 15,2005 09:42
Single 1 3/4" x 11 7/8" VERSA-LAM®3100 SP File Name: Frank Raspante,Brittany Dr.:FBI
Job Name: Raspante Res Description:
Address: 109 Brittany Dr. Specifier: Bbtello Lumber Co.Inc.
City,State,Zip:Marston's Mills,Ma. Designer: unknown
Customer: Frank Raspante Company:
Code reports: ICBO 5512,NER 629 Misc: calc's.done from plan dated 11-02-05
Standard Load-40 p0 110 psf Tributary 06-00-00
. ?:5-3:"t x: !Tr �;;r!,•s,2._7F'y.1S�;,t#�r`.�,�{ '.—r;�P y"1"`�',r,(i��,i"`�� .��•i fir` x�, r ,Yxy,,..:� *sir .i4rt"ids' '� �qL;:del}..{p jiro °1t° �'�n6,S k .,,r !,;
1 �
•.,.___;„4,..a .._... ...-.s�.,k.'a-,h,.. ..�.. w /<..�+i.,.: _.,'.`.�✓v...fiG:"��..�:i.tY;�t.�._Y,wj7�..:.ta'X1 .,,..1,,: ��:,f�;r�. z '�.�!.:. z!� :,�*a�._,.�_ a� .� 3,�'�' :;#., �ti� .�;� s -i,
BO 600 lbs LL 600 Ibs 61
1
165 Ibs DL LL
165 Ibs DL
Total Horizontal Length-05-00-00
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 05-00-00 Live 40 psi 06-00-00 100%
Member Type: Floor Beam Number of Spans: 1 I Dead 10 psf 06-00-00 90%
Left Cantilever: No Controls Summary
Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location
Moment 956 ft-Ibs 9.0% 100% 2 1 -Internal
Slope: 0112 Neg.Moment 0 ft-Ibs We 100%
Tributary: 06-00-00 End Shear 462 Ibs 11.5% 100% 2 1 -Left
Total Load Defl. U6814(0.009") 3.5% 2 1
Live Load Defl. U8683(0.007") 4.1% 2 1
Live Load: 40 psf Max Defl. 0.009" 0.9% 2 1
Dead Load: 10 psf Notes
Partition Load: 0 psf Design meets Code minimum(U240)Total load deflection criteria.
Duration: 100 Design meets Code minimum(U360)Live load deflection criteria.
Disclosure Design meets arbitrary(1")Maximum load deflection criteria.
Minimum bearing length for BO is 1-1/2".The completeness and accuracy of
Minimum bearing length for B1 is 1-12".
the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+12 intermediate bearing
who would rely on the output as
evidence of suitability for a
particular application. The output
above is based upon building
code-accepted design properties
and analysis methods. Installation
of BOISE engineered wood
products must be in accordance
with the current Installation Guide
and the applicable building codes.
To obtain an Installation Guide or if
you have any questions,please call
(800)232-0788 before beginning
product installation.
BC CALCO,BC FRAMER®,BCI®,
BC RIM BOARD Tm,BC OSB RIM
BOARD-,BOISE GLULAMT"-,
VERSA-LAM®,VERSA-RIM®,
VERSA-RIM PLUS®,
VERSA-STRANDTm,
VERSA-STUD®,ALLJOIST®and
AJSTM are trademarks of
Boise Cascade Corporation.
Page 1 of 1
On BC CALC®2003 DESIGN REPORT- US Tuesday,November 15,2005 09:42
Single 3 1/2" x 11 7/8" VERSA-LAM®3100 SP File Name: Frank Raspante,Brittany Dr.:FB15
Job Name: Raspante Res Description:
Address: 109 Brittany Dr. Specifier: Botello Lumber Co.Inc.
City,State,Zip:Marston's Mills,Ma. Designer: unknown
Customer: Frank Raspante Company:
Code reports: ICBO 5512,NER 629 Misc: calc's.done from plan dated 11-02-05
1
2
IrStandardLoad-40psifIlOpsf Tributary 06-06-00
soh. ' �r - .it. i�'� r" '� ^'• ¢',rr ��.-.y, �*a P b j.. 1-"'d+ $ ,�t fse4 {,dies v k $zr$ s r
MAR ,x. M�'k ,.n i,` t6, � i W y r6
Ak
BO B1
2540 Ibs LL 2540 Ibs LL
1147 Ibs DL 1147 Ibs DL
Total Horizontal Length-08-00-00
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 08-00-00 Live 40 psf 06-06-00 100%
Member Type: Floor Beam Dead 10 psf 06406-00 90%
Number of Spans: 1 1 wall load. Unf.Lin. Left 00-00-00 08-00-00 Live 0 pit n/a 100%
Left Cantilever: No Dead 60 pit n/a 90%
Right Cantilever: No 2 ceiling load. Unf.Area Left 00-00-00 08-00-00 Live 25 psf 15-00-00 100%
Slope: 0/12 Dead 10 psf 15-00-00 90%
Tributary: 06-06-00 Controls Summary
Control Type Value %Allowable Duration Load Case Span Location
Moment 7374 ft-Ibs 34.7% 100% 2 1 -Internal
Neg.Moment 0 ft-Ibs n/a 100%
Live Load: 40 psf End Shear 2775 lbs 34.5% 100% 2 1 -Left
Dead Load: 10 psf Total Load Defl. L/1104(0.087') 21.7% 2 1
Partition Load: 0 psf Live Load Defl. U1602(0.06') 22.5% 2 1
Duration: 100 Max Defl. 0.087" 8.7% 2 1
Disclosure Notes
The completeness and accuracy of Design meets Code minimum(1240)Total load deflection criteria.
the input must be verified by anyone Design meets Code minimum(L/360)Live load deflection criteria.
who would rely on the output as Design meets arbitrary(V)Maximum load deflection criteria.
evidence of suitability for a Minimum bearing length for BO is 1-12".
particular application. The output Minimum bearing length for B1 is 1-12".
above is based upon building Entered/Displayed Horizontal Span
code-accepted design properties Pa Len gth(s)=Clear Span+ 1/2min.end bearing+1/2intermediate bearing
and analysis methods. Installation User Notes
of BOISE engineered wood Beam#12 header over dinning room/great room.
products must be in accordance
with the current Installation Guide
and the applicable building codes.
To obtain an Installation Guide or if
you have any questions,please call
(800)232-0788 before beginning
product installation.
BC CALC®,BC FRAMER®,BCI®,
BC RIM BOARD Tm,BC OSB RIM
BOARD-,BOISE GLULAMTM,
VERSA-LAM®,VERSA-RIM®,
VERSA-RIM PLUS®,
VERSA-STRAND-,
VERSA-STUD®,ALLJOISTO and
AJS°A are trademarks of
Boise Cascade Corporation.
Page 1 of 1
BC CALC®2003 DESIGN REPORT - US Tuesday,November 15,2005 os:a3
Single 3 1/2" x 11 7/8" VERSA-LAM®3100 SP File Name: Frank Raspante,Brittany Dr.:RB01
Job Name: Raspante Res Description:
Address: 109 Brittany Dr. Specifier: Botello Lumber Co.Inc.
City,State,Zip:Marston's Mills,Ma. Designer: unknown
Customer: Frank Raspante Company:
Code reports: ICBO 5512,NER 629 Misc: calc's.done from plan dated 11-02-05
�o
12
1
Standard Load-25 psf 115 psf Tributary 15-00-00
Ak
/s1,'� >: :9'r � '��'1, s .+�,rtf r •n'45�T a{r+r.���� •v '� -vJ r -�'stY.�iF��r '�j � 4}���b•&sr+�4{� Y! k{ S: !•f�ti t l N d � 1..x ir1 !7c t j
�t.� `t+.�x�.k-;a'a_. � :.,f.z�.r��„�:Y�.3k�.�`�. m�:�rsr w k.ld"s�4.4 z�;� � ;"w�.:...9,rz��t,.,,•��nir"�:'X'c"�t�S.s�t"v'rn. � �,'�i�;,�..,•.t�7•C;a'�.M.��.rr�r_:ln.+;?A,,.,
BO B1
2850 Ibs LL 2850 Ibs LL
1660 Ibs DL 1660 Ibs DL
Total Horizontal Length-12-00-00
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 12-00-00 Live 25 psf 15-00-00 115%
Member Type: Roof Beam Dead 15 psf 15-00-00 90%
Number of Spans: 1 1 ceiling load. Unf.Area Left 00-00-00 12-00-00 Live 25 pet 04-00-00 100%
Left Cantilever: No Dead 10 psf 04-00-00 90%
Right Cantilever: No
Controls Summary
Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location
Tributary: 15-O -00 Moment 13530 ft-Ibs 55.3% 115% 3 1 -Internal
Neg.Moment 0 ft Ibs n/a 100%
End Shear 3766 Ibs 40.8% 115% 3 1 -Left
Total Load Defl. U401 (0.359") 44.9% 3 1
Live Load: 25 psf Live Load Dell. L/635(0.227') 37.8% 3 1
Dead Load: 15 psf Max Defl. 0.359" 35.9% 3 1
Partition Load: 0 psf
Duration: 115 Notes
Disclosure Design meets Code minimum(U180)Total load deflection criteria.
Design meets Code minimum(U240)Live load deflection criteria.
The completeness and accuracy of Design meets arbitrary(V)Maximum load deflection criteria.
the input must be verified by anyone Minimum bearing length for BO is 1-12".
who would rely on the output as Minimum bearing length for B1 is 1-12".
evidence of suitability for a Member Slope=0,consider drainage.
particular application. The output Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+ 12 intermediate bearing
above is based upon building
code-accepted design properties User Notes
and analysis methods. Installation Beam#15 header over transoms in great room.
of BOISE engineered wood
products must be in accordance
with the current Installation Guide
and the applicable building codes.
To obtain an Installation Guide or if
you have any questions,please call
(800)232-0788 before beginning
product installation.
BC CALC®,BC FRAMER®,BCI®,
BC RIM BOARDTN,BC OSB RIM
BOARD-,BOISE GLULAM-,
VERSA-LAMS,VERSA-RIM®,
VERSA-RIM PLUS®,
VERSA-STRAND"",
VERSA-STUDS,ALLJOISTO and
AJST"are trademarks of
Boise Cascade Corporation.
Page 1 of 1
M
SSE BC CALC® 2003 DESIGN REPORT- US Tuesday,November 15,2005 C
Quadruple 1 3/4" x 11 7/8" VERSA-LAM(g)3100 SP
Job Name: Raspante Res File Name: BC CALC Project:FB08
Address: 109 Brittany or. Description:
City,State,Zip:Marston's Mills,Ma. Specifier: Botello Lumber Co.Inc.
Customer: Frank Raspante Designer: unknown
Code reports: ICBO 5512,NER 629 Company:
Misc: calc's.done from plan dated 11-02-05
3
2
1
r _--.----�_ -- - ----- Standard Load-40 psf 110 Psf Tributary 01-00-00
BO ----
51751bs LL
2763 Ibs DL B1
5175 lbs U
Total Horizontal Length-15-00-00
2763 Ibs DI
General Data Load Summary
Version: US Imperial ID Description Load T
S Standard Load Unf.Area Ref. Start End Type Value Trib.
Member Type: Floor Beam Left 00-00-00 15-00-00 Dur.
Number of Spans: 1 Live 40 psf 01-00-00 100%
Left Cantilever: No 1 roof load. Unf.Area Left 00-00-00 15-00-00 Livead 10 psf 01-00-00 90%
Right Cantilever: No 2 ceiling load. Unf.Area Left 00-00-00 15-00-00 Live 25 psf 11-00-00 115%
Dead 15 psf 11-00-00 90%Slope: 0/12 3 added roof load 25 psf 11-00-00 19
Unf.Area Left 00-00-00 15-00-00 Live 0%
Tributary: 01-00-00 Dead 10 psf 11-00-00 25 psf 04-00-00 115%15%
Controls Summary Dead 15 psf 04-00-00 90%
Live Load: 40 psf Control Type Value o
Dead Load: 10 psf Moment /o Allowable Duration
29767 ft-Ibs Load Case Span Location
8% 115°ib
Partition Load: 0 psf Neg.Moment 0 ft-Ibs 60. 3 1 -Internal
Duration: 100 End Shear 6890 Ibs n/a 100%
Total Load Defl. L292(0.617') 37.3% 115% 3
8 Live Load Defl. U447(0402-) 80.5% 1 -Left
. .5%
Disclosure 3 1
The completeness and accuracy of Max Defl. 0.617- 3 1
the input must be verified by anyone 81.7% 3 1
who would rely on the output as Notes
evidence of suitability for Design meets Code minimum(L/240)Total load deflection criteria.
Particular application. The output Design meets Code minimum(U360)Live load deflection criteria.
above is based upon building Design meets arbitraryZ11 Maximum load deflection criteria.
code-accepted design properties Minimum bearing length for So is 1-1/2"
and analysis methods. Installation Minimum bearing length for 61 is 1-1/2".
of BOISE engineered wood Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearin +
Products must be in accordance Connector Manufacturer: Simpson Strong-Tie®Company Inc. 9 1/2 intermediate bearing
with the current Installation Guide
and the applicable building codes. User Notes
To obtain an Installation Guide or if Beam#16 #17
you have any questions,please call
(800)232-0788 before beginning
product installation.
BC CALC®,BC FRAMERS,BCIe,
BC RIM BOARD Tm,BC OSB RIM
BOARD TM BOISE GLULAMTM.
VERSA-LAMB,VERSA-RIMS,
VERSA-RIM PLUSe,
VERSA-STRAND TM,
VERSA-STUDS,ALLJOISTS and
AJSTm are trademarks of
Boise Cascade Corporation.
'age 1 of 2
BC CALC®2003 DESIGN REPORT- US Tuesday,November 15,2005 09:4:
Quadruple 1 3/4" x 11 7/8" VERSA-LAM® 3100 SP File Name: BC CALC Project:FB08
Job Name: Raspante Res Description:
Address: 109 Brittany Dr. Specifier: Botello Lumber Co.Inc.
City State,Zip:Marston's Mills,Me. Designer: unknown
Customer: Frank Raspante Company:
Code reports: ICBO 5512,NER 629 Misc: calc's.done from plan dated 11-02-05
Connection Diagram
Consult project design professional of record or BOISE technical representative for connection design
Beams 7 inches wide will be assumed to be either top4oaded only,or equally loaded from each side.
Install screws from both sides,staggering screws by'/z of the spacing to avoid splitting.
Member has no side loads.
Connectors are:SDS 1/4 x 6
a=1-1R" i b-t �— d
b=4"
c=4-1/2"
d=24" �— 4
e=
• T-• •
C
e�
�gE BC CALC®2003 DESIGN REPORT- US Tuesday,November 15,2005
Double 1 3/4" x 11 7/8" VERSA-LAM(g)3100 SP
Job Name: Raspante Res File Name: BC CALC Project:FB03
Address: 109 Brittany Dr. Description:
City,State,Zip:Marston's Mills,Ma. Specifier: Botello Lumber Co.Inc.
Customer: Frank Raspante Designer: unknown
Code reports: ICBO 5512,NER 629 Company:
Misc: calc.done from plan dated 11-02-05
2 — —
_—-----_--Y_.___--_------------— Standard Load-40 psf 10praf Tribute 01
0
1450lbs LL _...... ..-- _...._..
733 Ibs DL B
1450 Ibs
' 733 Ibs I
Total Horizontal Length-10-00-00
General Data oad Summary
Version: US Imperial fill
Description Load T
Standard Load Unf.Area Ref. Start End Type Value Trib.
Member Type: Floor Beam Left 00-00-00 10-00-00 Dur.
Number of Spans: 1 Live 40 psf 01-00-00 100%
Left Cantilever: No roof load. Unf.Area Left 00-00-00 10-00-00 Dead
10 psf 01-00-00 90%
Right Cantilever: No O
2 ceiling load. Unf.Area Left 00-00-00 10 00-00 De 25 psf SQ0 O 190%
Dead 15 psf 05-00-00 00%
Slope: 0/12 25 psf 05-00-00 100°rG
Tributary: 01-00-00 Controls Summary Dead 10 psf 05-00-0o 90%
Control Type Value °
Moment 5459 ft-Ibs %Allowable Duration Load Case Span Location
Live Load: 40 psf Neg.Moment 0 ft-Ibs 22.3% 115% 3 1 -Internal
Dead Load: 10 psf End Shear 1751 Ibs n/a 100%
Partition Load: p00 1
f Total Load Defl. L/1193(0.101') 19.0% 115%
3 1 -Left
Duration: Live Load Defl. L/1796(0.067') 3 1
Max Den. 0.1011, 20.0% 3
10.1% 1
Disclosure 3 1
The completeness and accuracy of Notes
the input must be verified by anyone Design meets Code minimum(L/240)Total load deflection criteria.
who would rely on the output as Design meets Code minimum(L/360)Live load deflection criteria.
evidence of suitability for a Design meets arbitrary(I")Maximum load deflection criteria.
Particular application. The output Minimum bearing length for 80 is 1-1/2,,.
above is based upon building Minimum bearing length for B1 is 1-1/2,,.
code-accepted design properties Entered/Displayed Horizontal Span Length(s)=Clear Span+and analysis methods. Installation Connector Manufacturer: Simpson Strong-Tie®Comp any Ina/2 min.end bearing+ 1/2 intermediate bearing
of BOISE engineered wood
products must be in accordance User Notes
with the current Installation Guide Beam#18
and the applicable building codes.
To obtain an Installation Guide or if
you have any questions,please call
(800)232-0788 before beginning
product installation.
BC CALC®,BC FRAMER®,BCI®,
BC RIM BOARD TM,BC OSB RIM
BOARD TM BOISE GLULAMTM,
VERSA-LAM®,VERSA-RIMS,
VERSA-RIM PLUS®,
VERSA-STRANDTM,
VERSA-STUDS,ALLJOISTO and
AJSTM are trademarks of
Boise Cascade Corporation.
Page 1 of 2
BC CALC®.2003 DESIGN REPORT- US Tuesday,November 15,2005 09:
Double 1 3/4" x 11 7/8" VERSA-LAM® 3100 SP
Job Name: Raspante Res File Name: BC CALC Project:FB03
Address: 109 Brittany Dr. Description:
City,State,Zip:Marston's Mills,Ma. Designer: unknown
Lumber Co.Inc.
' Customer: Frank Raspante
Code reports: ICBO 5512,NER 629 Company:
Misc: calc's.done from plan dated 11-02-05
Connection Diagram
Consult project design professional of record or BOISE technical representative for connection design
Install Screws with screw heads in the loaded ply.
Member has no side loads.
Connectors are:SDS 1/4 x 3-12
a=1-12"b=4" 1 b j d
c=4-12" I
d=24" T—
e=1" a
T•
1 C
�-e
B� BC CALC®2003 DESIGN REPORT - US Tuesday,November 15,2005 09:42
Double 1 3/4" x 11 7/8" VERSA-LAM® 3100 SP File Name: BC CALC Project:FB01
Job Name: Raspante Res Description:
Address: 109 Brittany Dr. Specifier: Botello Lumber Co.Inc.
City State,Zip:Marston's Mills,Ma. Designer: unknown
Customer: Frank Raspante Company:
Code reports: ICBO 5512,NER 629 Misc: calc's.done from plan dated 11-02-05
1
r� } Standard Load-40 psf 110 psf Tributary 01-00-00
k t`i'�"l��r <�.�i ti rT> f a '�>�.Y i ��-a �z'�t-r.�'r$a',�Y_i:ah.���:.=�"��'"` f.L;�t'+.?��rY���'�G 1-r3: �`,:�"�:.kak:N•r(X., v.€a�,a. `z Y..ya°p ,- t,� �",' -�a. ,v...
BO
700 Ibs LL
B1
408 Ibs DL
700 Ibs LL
408 Ibs DL
Total Horizontal Length-10-00-00
General Data Load Summary
Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur.
Member Type: Floor Beam
S Standard Load Unf.Area Left 00-00-00 10-00-00 Live 40 psf 01-00-00 100%
Dead 10 psf 01-00-00 90%
til Left Can
Number it Spans: 1 1 roof load. Unf.Area Left 00-00-00 10-00-00 Live 25 psf 04-00-00 115%
Cantilever: No Right Cantilever: No Dead 15 psf 04-00-00 90%
Controls Summary
Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location
Tributary: 01-00-00 Moment 2771 ft-Ibs 11.3% 115% 3 1 -Internal
Neg.Moment 0 ft-Ibs n/a 100%
End Shear 889 Ibs 9.6% 115% 3 1 -Left
Total Load Defl. L/2350(0.051') 10.2% 3 1
Live Load: 40 psf Live Load Defl. L/3721 (0.032') 9.7% 3 1
Dead Load: 10 psf Max Defl. 0.051" 5.1% 3 1
Partition Load: 0 psf
Duration: 100 Notes
Disclosure Design meets Code minimum(L240)Total load deflection criteria.
The completeness and accuracy of Design meets Code minimum(L/360)Live load deflection criteria.
the input must be verified anyone Design meets arbitrary(1")Maximum load deflection criteria.
who would rely a the output Minimum bearing length for BO is 1-12".
Minimum bearing length for B1 is 1-12".
evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+ 12 intermediate bearing
particular application. The output Connector Manufacturer: Simpson Strong-Tie®Company Inc.
above is based upon building
code-accepted design properties User Notes
and analysis methods. Installation Beam#I 1B Garage door header.
of BOISE engineered wood -
products must be in accordance Connection Diagram
with the current Installation Guide 9
and the applicable building codes. Consult project design professional of record or BOISE technical representative for connection design
To obtain an Installation Guide or if Install Screws with screw heads in the loaded ply.
you have any questions,please call Member has no side loads.
(800)232-0788 before beginning
product installation. Connectors are:SIDS 1/4 x 3-1/2
BC CALC®,BC FRAMERS,BCIS, a= 1-12" -b�
BC RIM BOARD- BC OSB RIM b=4" I d
BOARD- BOISE GLULAM- c=4-12" l
VERSA-LAMS,VERSA-RIM®, d=24"
VERSA-RIM PLUSS, e= 11. a
VERSA-STRAND'"' I
VERSA-STUDS,ALLJOISTS and • 1-• •
AJSW are trademarks of C
Boise Cascade Corporation.
e-�
Page 1 of 1
I
t
Frank&Pamela Raspante
• 46 Millstone Way
Centerville,MA 02632
Town of Bamstable Building Permits
October 10, 2005
Building Commissioner
Town of Barnstable-Town Office Building
200 Main Street, Hyannis, MA 02601
To whom it may concern:
In regards to permit number 84140,for the parcel located at 109 Brittany Drive, Cotuit. At this time,
we wish to request an extension to the permit for construction of our single family home. Since the
approval of the building/foundation permit from the building division my wife and I have spent our
weekends clearing the lot and cleaning the brush to set the foundation area. All the trees that were
cut have been cleared and stacked to be used as firewood and not waste. This lot clearing effort has
f taken longer than anticipated for two people to accomplish.
Iw I l
:: -t
is
We are getting very close;we have recently set the silt fence and are prepping to stake for the
foundation area for excavation and in the next few weeks we will start the excavation and
foundation pour. We realize that the foundation permit is open for 6 month for first inspection but
we are doing everything possible to keep'our expenses low and do most of the work ourselves.
Please feel free to contact me at 508-776-1225 if there are any questions or concerns.
Sincerely,
^ N
Cn
ca
Frank and Pamela Raspante _
1
w
w M
i
i
i TOWN OF BARNSTABLE
PERMIT EXTENSION GRANTED - EXPIRES 05/16/06
PARCEL ID 026 005 GEOBASE ID 1409
ADDRESS 109 BRITTANY DRIVE PHONE
COTUIT ZIP -
LOT 2 BLOCK LOT SIZE
DBA DEVELOPMENT DISTRICT CT
PERMIT 84140 DESCRIPTION SINGLE FAMILY W/ATT GARAGE 3 UNFIN RMS 2ND
PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT
CONTRACTORS: PROPERTY OWNER Department Of
ARCHITECTS: PERMIT EXTENSION GRANTED Regulatory SerV1C.eS
TOTAL FEES: $1,698.79
BOND TME
CONSTRUCTION COSTS $369,216.00
101 SINGLE FAM HOME DETACHED 1 PRIVATE yT
L.
Mass.
z639.
D MA'S A
BUILD 9 SIO
BY
DATE ISSUED 05/16/2005 EXPIRATION DATE 05/16/2006
e
BOISE' BC CALC® 2003 DESIGN REPORT - US Wednesday,May 11,2005 10:57
`I
Double 1 3/4" x 11 7/8". VERSA-LAM® 3100 SP File Name: Frank Raspante,Town Neck Rd. :F1301
Job Name: Description:
4ddress: Specifier:
amity,State,Zip:, Designer:
;ustomer: Frank Raspante Company:
erode reports: ICBO 5512,NER 629 Misc:
73
�1
Standard Load-40 psf 110 psf Tributary 09-06-06
80 B1
13�,7 lbs LL 2220 lbs LL
437 lbs DL 901 Ibs DL
Total Horizontal Length-05-03-00
3eneral Data Load Summary
✓ersion: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur.
S Standard Load Unf.Area Left 00-00-00 05-03-00 Live 40 psf 09-06-00 100%
Member Type: Floor Beam Dead 10 psf 09-06-00 90%
Vumber of Spans: 1 1 ceiling load Unf.Area Left 03-05-04 05-03-00 Live 25 psf 09-06-00 100%
_eft Cantilever: No Dead 10 psf. 09-06-00 90%
fight Cantilever: No 2 wall load. Unf.Lin. Left 03-05-04 05-03-00 Live 0 pif n/a 100%
Dead 60 plf n/a 90%
31ope: 0112 3 point load from lConc.Pt.)ove. Left 03-05-04 03-05-04 Live 594 Ibs, n/a 100%
Tributary: 09-06-00 Dead 244lbs n/a 90%
4 Reaction from CConc.Pt.303 a•Righting00-06-00 00-06-00 Live 528 Ibs n/a 100%
Dead 253lbs n/a 90%
_ive Load: 40 psf Controls Summary
Dead Load: 10 psf Control Type Value %Allowable Duraticn Load Case Span Location
'artition Load: 0 psf Moment 3188 ft-lbs 15.0% 100% 2 1 -Internal
Duration: 100 Neg.Moment 0 ft-lbs n/a 100%
End Shear 1470 Ibs 18.3% 100% 2 1 -Right
Disclosure Total Load Defl. U4083(0.015') 5.9% 2 1
Fhe completeness and accuracy of Live Load Defl. U5565(0.011") 6.5% 2 1
be input must be verified by anyone Max Defl. 0.015" 1.5% 2 1
Nho would rely on the output as
avidence of suitability for a Notes
)articular application. The output Design meets Code minimum(U240)Total load deflection criteria.
above is based upon building Design meets Code minimum(L/360)Live load deflection criteria.
;ode-accepted design properties Design meets arbitrary(1")Maximum load deflection criteria.
and analysis methods. Installation Minimum bearing length for BO is 1-1/2".
A BOISE engineered wood Minimum bearing length for B1 is 1-1/2".
xoducts must be in accordance Entered/Displayed Horizontal Span Length(s)=ClearSpan+1/2 min.end bearing+ 1/2 intermediate bearing
Kith the current Installation Guide
and the applicable building codes. User Notes
Fo obtain an Installation Guide or if Door header dinning room/entry hall.Ref.#1 Plan dated 11/14/04 marked up to show beam locations.
rou have any questions,please call
'800)232-0788 before beginning
)roduct installation.
3C CALC®,BC FRAMER®,BCIG,
3C RIM BOARD Tm,BC OSB RIM
30ARD-,BOISE GLULAM-,
/ERSA-LAM®,VERSA-RIM®,
/ERSA-RIM PLUS(R),
/ERSA-STRAND-,
/ERSA-STUD®,ALLJOISTO and
kJSTA/are trademarks of
3oise Cascade Corporation.
r
BC CALC®2003 DESIGN REPORT - US Wednesday,May 11,2005 10:57
Double 1 3/4" x 11 7/8" VERSA-LAM®3100 SP File Name: Frank Raspante,Town Neck Rd'.:FB01
Job Name: Description:
kddress: Specifier:
'.ity,State,Zip:, Designer:
'ustomer: Frank Raspante Company:
:ode reports: ICBO 5512,NER 629 Misc:
Connection Diagram
Consult project design professional of record or BOISE technical representative for connection design
Member has no side loads.
Concentrated loads are not considered in side load analysis.
Connectors are:16d Sinker Nails
a-2 �b d
b=3
c=4" 8
d=12"
C
I
BC CALC®2003 DESIGN REPORT - US Wednesday,May 11,2005 10:56
Double 1 3/4" x 9 1/2" VERSA-LAM(g) 3100 SP File Name: Frank Raspante,Town Neck Rd.:FB02
Job Name: Description:
Address: Specifier:
City,State,Zip:, Designer:
Customer: Frank Raspante Company:
Code reports: ICBO 5512,NER 629 Misc:
Standard Load-40 psf 110 psf Tributary 02-03-00
Ak
BO B1
377 Ibs LL 377 Ibs LL
133 Ibs DL 133 Ibs DL
Total Horizontal Length-08-04-08
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 08-04-08 Live 40 psf 02-03-00 100%
Member Type: Floor Beam Dead 10 psf 02-03-00 90%
Number of Spans: 1
Left Cantilever: No Controls Summary
Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location
Moment 1068 ft-Ibs 7.7% 100% 2 1 -Internal
Slope: 0112 Neg.Moment 0 ft Ibs n/a 100%
Tributary: 02-03-00 End Shear 414 Ibs 6.4% 100% 2 1 -Left
Total Load Defl. U3726(0.027") 6.4% 2 1
Live Load Defl. U5045(0.02') 7.1% 2 1
Live Load: 40 psf Max Defl. 0.027" 2.7% 2 1
Dead Load: 10 psf Notes
Partition Load: 0 psf Design meets Code minimum(U240)Total load deflection criteria.
Duration: 100 Design meets Code minimum(U360)Live load deflection criteria.
Disclosure Design meets arbitrary(1")Maximum load deflection criteria.
Minimum bearing length for BO is 1-1/2".
The completeness and accuracy of Minimum bearing length for B1 is 1-1/2".
the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+112 min.end bearing+ 1/2 intermediate bearing
who would rely on the output as
evidence of suitability for a User Notes
particular application. The output Balcony header 2nd floor framing.Ref.#2
above is based upon building
code-accepted design properties Connection Diagram
and analysis methods. Installation
of BOISE engineered wood Consult project design professional of record or BOISE technical representative for connection design
products must be in accordance Member has no side loads.
with the current Installation Guide Connectors are:16d Sinker Nails
and the applicable building codes.
To obtain an Installation Guide or if
you have any questions,please call a=2 b d
(800)232-0788 before beginning b=3"
product installation. c=2-314" a
d=12"
BC CALC®,BC FRAMER®,BCI®,
BC RIM BOARD- BC OSB RIM C
BOARD-,BOISE GLULAMTM',
VERSA-LAM®,VERSA-RIND,
VERSA-RIM PLUS®, i
VERSA-STRAND-,
VERSA-STUDS,ALLJOISTO and
4JS",'are trademarks of
Boise Cascade Corporation.
Dage 1 of 1
BC CALC®2003 DESIGN REPORT - US Wednesday,May 11,2005 10:56
Triple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: Frank Raspante,Town Neck Rd. :FB03
Job Name: Description:
Address: Specifier:
City,State,Zip:, Designer:
Customer: Frank Raspante Company:
Code reports: ICBO 5512,NER 629 Misc:
n
Standard Load-40 psf 110 psf Tributary 01-00-00
Ak
BO
389 Ibs LL 81
204 Ibs DL 528 Ibs LL
253 Ibs DL
Total Horizontal Length-13-06-00
General Data Load Summary
Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur.
S Standard Load Unf.Area Left 00-00-00 13-06-00 Live 40 psf 01-00-00 100%
Member Type: Floor Beam Dead 10 psf 01-00-00 90%
Number of Spans: 1 1 Reaction from EConc.Pt.302 a•Leftaring09-03-00 09-03-00 Live 377 Ibs n/a 100%
Left Cantilever: No Dead 133 Ibs n/a 90%
Right Cantilever: No
Controls Summary
Slope: 0/12 Control Type Value % Allowable Duration Load Case Span Location
Tributary: 01-00-00 Moment 2743 ft-Ibs 13.1% 100% 2 1 -Internal
Neg.Moment 0 ft-Ibs n/a 100%
End Shear 731 lbs 7.6% 100% 2 1 -Right
Total Load Defl. U1429(0.113") 16.8% 2 1
Live Load: 40 psf Live Load Defl. L/2117(0.077") 17.0% 2 1
Dead Load: 10 psf Max Den. 0.113" 11.3% 2 1
Partition Load: 0 psf
Duration: 100 Notes
Disclosure Design meets Code minimum(L240)Total load deflection criteria.
Design meets Code minimum(L/360)Live load deflection criteria.
The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria.
:he input must be verified by anyone Minimum bearing length for BO is 1-12".
who would rely on the output as Minimum bearing length for B1 is 1-12",
avidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+12 intermediate bearing
particular application. The output
above is based upon building User Notes
-ode-accepted design properties Trimmer for balcony 2nd.floor framing.Ref.#3
and analysis methods. Installation
3f BOISE engineered wood Connection Diagram
.)roducts must be in accordance
with the current Installation Guide Consult project design professional of record or BOISE technical representative for.connection design
and the applicable building codes. Nailing schedule applies to both sides of the member.
ro obtain an Installation Guide or if Member has no side loads.
tou have any questions,please call Concentrated loads are not considered in side load analysis.
800)232-0788 before beginning
)roduct installation. Connectors are:16d Sinker Nails
3C CALC®,BC FRAMERS,BCI0, a=2" d
3C RIM BOARD- BC OSB RIM b=3"
30ARD-,BOISE GLULAM-, c=2-3/4" a /
/ERSA-LAM®,VERSA-RIM®, d= 12" —� •
/ERSA-RIM PLUS®, e=3" 0 0
/ERSA-STRAND-,
/ERSA-STUD®,ALLJOISTO and C
>JSTm are trademarks of /
3oise Cascade Corporation. i
e p 0 0
b �
"age 1 of 1
ROME" BC CALC®2003 DESIGN REPORT - US Wednesday,May 11,2005 10:56
Quadruple 1 3/4" x 9 1/2" VERSA-LAIN® 3100 SP_ File Name: Frank Raspante,Town Neck Rd.:FB04
Job Name: Description:
Address: Specifier:
City,State,Zip:, Designer:
customer: Frank Raspante Company:
Code reports: ICBO 5512,NER 629 Misc:
�
I I I I I I �Stsndard Load-40 psf 110 psf Tributary 10-0a-00�
a
Ak
I
C.
BO
2960 Ibs LL B1
2960 Ibs LL
871 Ibs DL 871 Ibs DL
Total Horizontal Length-14-00-00
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 14-00-00 Live 40 psf 10-00-00 100%
Member Type: Floor Beam Dead 10 psf 10-00-00 90%
Vumber of Spans: 1 1 added floor loadUnf.Area Left 03-00-00 11-00-00 Live 40 psf 01-00-00 100%
Left Cantilever: No Dead 10 psf 01-00-00 90%
Right Cantilever: No
Controls Summary
Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location
rributary: 10-00700 Moment 13708 ft-Ibs 49.1% 100% 2 1 -Internal
Neg.Moment 0 ft-Ibs n/a 100%
End Shear 3420 Ibs 26.6% 100% 2 1 -Left
Total Load Defl. U348(0.482") 68.9% 2 1
_ive Load: 40 psf Live Load Defl. U451 (0.373") 79.9% 2 1
Dead Load: 10 psf Max Defl. 0.482" 48.2% 2 1
'artition Load: 0 psf
Duration: 100 Notes
)isclosure Design meets Code minimum(L240)Total load deflection criteria.
Design meets Code minimum(U360)Live load deflection criteria.
fhe completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria.
he input must be verified by anyone Minimum bearing length for BO is 1-1/2".
Ao would rely on the output as Minimum bearing length for B1 is 1-1/2".
evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+112 intermediate bearing
)articular application. The output
ebove is based upon building User Notes
:ode-accepted design properties Beam over living room,2nd floor framing.Ref,#4
ind analysis methods. Installation
if BOISE engineered wood Connection Diagram
eroducts must be in accordance
4th the current Installation Guide Consult project design professional of record or BOISE technical representative for connection design
ind the applicable building codes. Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side.
.o obtain an Installation Guide or if Botts are assumed to be Grade 5 or higher.
ou have any questions,please call Member.has no side loads.
300)232-0788 before beginning
roduct installation. Connectors are:12 in.Staggered Through Bolt
tC CALC®,BC FRAMER®,BCI®, a=2" } bJ _d
tC RIM BOARD'"' BC OSB RIM b=2-12"
:OARDTm BOISE GLULAMTm c=2-3/4"
'ERSA-LAM®,VERSA-RIM®, d=24" a / l
'ERSA-RIM PLUS®,
ERSA-STRAND-,
'ERSA-STUD®,ALLJOISTO and j
,JSTm are trademarks of C
.oise Cascade Corporation.
age'1 of 1
BC CALC®2003 DESIGN REPORT - US
E Wednesday,May 11,Roos 10:56
)uadruple 1 3/4" x 11 7/8" VERSA-LAM(g) 3100 SP File Name: Frank Raspante,Town Neck Rd.:FB05
ob Name: Description:
,ddress: Specifier:
.ity,State,Zip:, Designer:
:ustomer: Frank Raspante Company:
.ode reports: ICBO 5512,NER 629 Misc:
I 2 I I
4
3
I I �
Standard Load-40 psf 11.0 psf Tributary 09-06-00
r . ...
L.
BO B1
6012 lbs LL 5022 Ibs LL
2496 Ibs DL 2191 Ibs DL
Total Horizontal Length-15-06-00
3eneral Data Load Summary
/ersion: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur.
S Standard Load Unf.Area Left 00-00-OU 15-06-00 Live 40 psf 09-06-00 100%
Jlember Type: Floor Beam Dead 10 psf 09-06-00 90%
slumber of Spans: 1 1 ceiling load. Unf.Area Left 00-00-00 15-06-00 Live 25 psf 09-06-00 100%
-eft Cantilever: No Dead 10 psf 09-06-00 90%
Right Cantilever: No 2 wall load. Unf.Lin. Left 00-00-00 15-06-00 Live 0 plf n/a 100%
Dead 60 plf n/a 90%
31ope: 0112 3 added floor IoadUnf.Area Left 00-00-00 05-00-00 Live 40 psf 04-05-00 100%
Tributary: 09-06-00 Dead 10 psf 04-06-00 90%
4 added ceiling Io.Unf.Area Left 00-00-00 05-00-00 Live 25 psf 04-06-00 100%
Dead 10 psf 04-06-00 90%
-ive Load: 40 psf Controls Summary
Dead Load: 10 psf Control Type Value % Allowable Duration Load Case Span Location
'artition Load: 0 psf Moment 29198 ft-Ibs 68.6% 100% 2 1 -Internal
Duration: 100 Neg.Moment 0 ft-Ibs n/a 100%
End Shear 7248 ibs 45.1% 100% 2 1 -Left
Disclosure Total Load Defl. L/286(0.651") 84.1% 2 1
the completeness and accuracy of Live Load Defl. U408(0.456") 88.2% 2 1
:he input must be verified by anyone Max Defl. 0.651" 65.1% 2 1
who would rely on the output as
evidence of suitability for a Notes
Darticular application. The output Design meets Code minimum(L/240)Total load deflection criteria.
above is based upon building Design meets Code minimum(U360)Live load deflection criteria.
rode-accepted design properties Design meets arbitrary(1")Maximum load deflection criteria.
and analysis methods. Installation Minimum bearing length for BO is 1-'1/2".
of BOISE engineered wood Minimum bearing length for B1 is 1-1/2".
products must be in accordance Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing
with the current Installation Guide
and the applicable building codes. User Notes
To obtain an Installation Guide or if Beam over kitchen,2nd floor framing.Ref.#5
you have any questions,please call
(800)232-0788 before beginning
product installation.
BC CALC®,BC FRAMER®,SCIG,
' 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 2
Be SSE'
BC CALC®2003 DESIGN REPORT - US Wednesday,May 11,2005 10:57
Quadruple 1 3/4" x 11 7/8" VERSA-LAM®3100 SP File Name: Frank Raspante,Town Neck Rd. :FB05
Job Name: Description:
Address: Specifier:
City,State,Zip:, Designer:
Customer: Frank Raspante Company:
Code reports: ICBO 5512,NER 629 Misc:
Connection Diagram
Consult project design professional of record or BOISE technical representative for connection design
Beams 7 inches wide will be assumed to be either top4oaded 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"
c=4" —!—
d=24" a
C
•
Wednesday,May 11,2005 10:56 '
EOLSE, BC CALCO 2003 DESIGN REPORT - US
Quadruple 1 3/4" x 16" VERSA-LAM®3100 SP File Name: Frank Raspante,Town Neck Rd. :FBO6
Job Name: Description:
Address: Specifier:
amity,State,Zip:, Designer:
customer: Frank Raspante Company:
erode reports: ICBO 5512,NER 629 Misc:
Standard Load-40 psf 110 psf Tributary 12-00-00
f; . t.• s •. o ,v •. a ci'-'t� Jj { f!t u.'� � - f :4 y t � l _ Y 1 J
20-00-00 Ak06-00-00
BO B1 B2
3877 Ibs LL 10348 Ibs LL 1357 Ibs LL
1216 Ibs DL 3266 Ibs DL -543 Ibs DL
Total Horizontal Length-26-00-00
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 26-00-00 Live 40 psf 12-00-00 100%
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 24944 ft-Ibs 33.4% 100% 2 2-Left
Slope: 0/12 Neg.Moment -24944 ft-Ibs 33.4% 100% 2 1-Right
Tributary: 12-00-00 End Shear 4251 Ibs 19.6% 100% 4 1 -Left
Cont.Shear 6720 Ibs 31.0% 100% 2 1 -Right
Uplift 3620 lbs n/a 4 2-Right
Total Load Defl. U928(0.259") 25.9% 4 1
Live Load: 40 psf Live Load Defl. U1215(0.198") 29.6% 4 1
Dead Load: 10 psf Total Neg.Defl. -0.02" 3.9% 4 2
Partition Load: 0 psf Max Defl. 0.259" 25.9% 4 1
Duration: 100
Cautions
Disclosure Uplift of 3620 Ibs found at span 2-Right. .
The completeness and accuracy of
the input must be verified by anyone Notes
roho would rely on the output as Design meets Code minimum(U240)Total load deflection criteria.
evidence of suitability fora Design meets Code minimum(U360)Live load deflection criteria.
particular application. The output Design meets arbitrary(1")Maximum load deflection criteria.
above is based upon building Minimum bearing length for BO is 1-1/2".
code-accepted design properties Minimum bearing length for 61 is 3".
and analysis methods. Installation Minimum bearing length for B2 is 1-1/2".
prodductsucts must be in accordance
of engineered wood Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+1/2 intermediate bearing
nlith the current Installation Guide User Notes
and the applicable building codes.To obtain an Installation Guide or if Beam over kitchen,2nd.floor framing.Ref.#6
you have any questions,please call
;800)232-0788 before beginning
aroduct installation.
3C CALCO,BC FRAMER®,BCIG,
3C RIM BOARD-,BC OSB RIM
BOARD-,BOISE GLUt.AMI-,
VERSA-LAM®,VERSA-RIM®,
VERSA-RIM PLUS®,
VERSA-STRAND-,
VERSA-STUD®,ALLJOISTO and
4JSTm are trademarks of
Boise Cascade Corporation.
gage 1 of 2
r
s BC CALC®2003 DESIGN REPORT - US Wednesday,May 11,2005 10:57
quadruple 1 3/4" x 16" VERSA-LAM® 3100 SP File Name: Frank Raspante,Town Neck Rd.:FB06
lob Name: Description:
\ddress: Specifier:
;ity,State,Zip:, Designer:
;ustomer: Frank Raspante . Company:
;ode reports: ICBO 5512,NER 629 Misc:
Connection Diagram
Consult project design professional of record or BOISE technical representative for connection design
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" j b . d
b=2-1/2"
c=6"
d=24" a
C
I
301' BC CALC®2003 DESIGN REPORT - US Wednesday,May 11,2005 10:56
j quadruple 1 3/4" x 24" VERSA-LAM® 3100 SP File Name; Frank Raspante,Town Neck Rd.:FB07
Job Name: Description:
%ddress: Specifier:
'.ity,State,Zip:, Designer:
'.ustomer: Frank Raspante Company:
erode reports: ICBO 5512,NER 629 Misc:
Standard Load-40 psf 110 psf Tributary 14-00-00
4`
BO B1
7840 Ibs LL 7840 Ibs LL
2622 Ibs DL 2622 Ibs DL
Total Horizontal Length-28-00-00
3eneral Data Load Summary
✓ersion: 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 40 psf 14-00-00 100%
vlember Type: Floor Beam Dead 10 psf 14-00-00 90%
Vumber of Spans: 1
i -eft Cantilever: No Controls Summary
fight Cantilever: No Control Type Value %Allowable Duration Load Case Span Location
Moment 73230 ft-Ibs 45.6% 100% 2 1 -Internal
31ope: 0/12 Neg.Moment 0 ft Ibs n/a 100%
Tributary: 14-00-00 End Shear 8967 Ibs 27.6% 100% 2 1 -Left
Total Load Defl. U524(0.641") 45.8% 2 1
Live Load Defl. U700(0.48") 51.5% 2 1
Max Defl. 0.641" 64.1%u . 2 1
_ive Load: 40 psf
Dead Load: 10 psf Notes
'artition Load: 0 psf Design meets Code minimum(U240)Total load deflection criteria.
Duration: 100 Design meets Code minimum(U360)Live load deflection criteria.
Disclosure Design meets arbitrary(1")Maximum load deflection criteria.
Minimum bearing length for BO is 1-3/4".
The completeness and accuracy of Minimum bearing length for 131 is 1-3/4".
:he input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+ 12 min.end bearing+112 intermediate bearing
Nho would rely on the output as
avidence of suitability for a User Notes
iarticular application. The output Beam over garage,2nd.floor framing.Ref.#7
above is based upon building
rode-accepted design properties Connection Diagram
and analysis methods. Installation Consult project design professional of record or BOISE technical representative for connection design
if BOISE engineered woodiro Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side..
With th is muste current I in accordanceallation Guide Bolts are assumed to be Grade 5 or higher.
With the
and the applicable building codes. Member has no side loads..
To obtain an Installation Guide or if
/ou have any questions,please call Connectors are:12.in..Staggered Through Bolt
;800)232-0788 before beginning
iroduct installation. a=2 b d
3C CALC®,BC FRAMERS,BCI®, c=6-5/8" L \
3C RIM BOARD'*",BC OSB RIM d=24" a ;\
BOARD- BOISE GLULAMTM'
VERSA-LAM®,VERSA-RIM®,
VERSA-RIM PLUSTM', C� \
VERSA-STRAND • -� % �
VERSA-STUD®,ALLJOISTO and
4JSTm are trademarks of
Boise Cascade Corporation.
Page 1 of 1
BOLSE" BC CALC®2003 DESIGN REPORT - US Wednesday,May 11,2005 10:57
Triple 1 3/4" x 16" VERSA-LAM®3100 SP File Name: Frank Raspante,Town Neck Rd. :FBO8
Job Name: Description:
Address: Specifier:
amity,State,Zip:, Designer:
-ustomer: Frank Raspante Company:
erode reports: ICBO 5512,NER 629 Misc:
131 1 1I I
1 I �
4
2
Standard Load-40 psf 110 psf Tributary 14 00-00
BO B1
10084 lbs LL 10084 lbs LL
3915 lbs DL 3915 lbs DL
Total Horizontal Length-15-04-12
ueneral Data Loid Summary
✓ersion: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur.
S Standard Load Unf.Area Left, 00-00-00 15-04-12 Live 40 psf 14-00-00 100%
Member Type: Floor Beam Dead 10 psf 14-00-00 90%
Number of Spans: 1 1 wall load. Unf.Lin. Left 00-00-00 15-04-12 Live 0 plf n/a 100%
-eft Cantilever: No Dead 60 plf n/a 90%
fight Cantilever: No 2 floor load. Unf.Area Left 00-00-00 15-04-12 Live 40 psf 12-06-00 100%
Dead 10 psf 12-06-00 90%
Slope: 0/12 3 wall load. Unf.Lin. Left 00-00-00 15-04-12 Live 0 plf n/a 100%
Tributary: 14-00-00 Dead 60 plf n/a 90%
4 ceiling load. Unf.Area Left 00-00-00 15-04-12 Live 25 psf 10-00-00 100%
Dead 10 psf 10-00-00 90%
_ive Load: 40 psf Controls Summary
Dead Load: 10 psf Control Type Value % Allowable Duration Load Case Span Location
'artition Load: 0 psf Moment 53884 ft-lbs 96.1% 100% 2 1 -Internal
Duration: 100 Neg.Moment 0 ft-lbs n/a 100%
End Shear 11575 ibs 71.3% 100% 2 1 -Left
Disclosure Total Load Defl. L288(0.641') 83.3% 2 1
The completeness and accuracy of Live Load Defl. U400(0.462") 90.0% 2 1
.he input must be verified by anyone Max Defl. 0.641" 64.1% 2 1
aho would rely on the output as
evidence of suitability for a Notes
.:)articular application. The output Design meets Code minimum(L240)Total load deflection criteria.
above is based upon building Design meets Code minimum(L/360)Live load deflection criteria.
:ode-accepted design properties Design meets arbitrary(1")Maximum load deflection criteria.
and analysis methods. Installation Minimum bearing length for BO is 3-118".
:)f BOISE engineered wood Minimum bearing length.for B1 is 3-1/8".
products must be in accordance Entered/Displayed Horizontal Span Length(s)=Clear Span+ 12 min.end bearing+12 intermediate bearing
nrith the current Installation Guide
and the applicable building codes. User Notes
To obtain an Installation Guide or if Girt in basement,center of den.1 st.floor framing.Ref#11
/ou have any questions,please call
,800)232-0788 before beginning
product installation.
3C CALC®,BC FRAMER®,BC10,
3C RIM BOARD-,BC OSB RIM
30ARD-,BOISE GLULAM-,
✓ERSA-LAM®,VERSA-RIM®,
✓ERSA-RIM PLUS®,
VERSA-STRAND'"',
✓ERSA-STUD®,ALLJOISTO and
AJS1m are trademarks of
3oise Cascade Corporation.
'age 1 of 2
r
BC CALCO 2003 DESIGN REPORT - US Wednesday,May 11,2005 10:57
Triple 1 3/4" x 16" VERSA-LAM@ 3100 SP File Name: Frank Raspante,Town Neck Rd.:FB08
Job Name: Description:
Address: Specifier:
amity,State,Zip:, Designer:
-ustomer: Frank Raspante Company:
erode reports: ICBO 5512,NER 629 Misc:
Connection Diagram
Consult project design professional of record or BOISE technical representative for connection design
Nailing schedule applies to both sides of the member.
Member has no side loads.
Connectors are:16d Sinker Nails
a=2 d
b=3"
c=4" a
d= 12" °
e-3"
o o • o
�— • • %
e o 0
i b i
B0;SE" BC CALC® 2003 DESIGN REPORT - US Wednesday,May 11,2005 10:57
Triple 1 3/4" x 14" VERSA-LAM® 3100 SP File Name: Frank Raspante,Town Neck Rd.:F1309
Job Name: Description:
4ddress: Specifier:
amity,State,Zip:, Designer: '
customer: Frank Raspante Company:
erode reports: ICBO 5512,NER 629 Misc:
1 I
3
2
Standard Load-40 psf 110 psf Tributary 09-00-00
BO B1
6505 Ibs LL 6505 lbs LL
2392 Ibs DL 2392 Ibs DL
Total Horizontal Length-15-04-12
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 15-04-12 Live 40 psf 09-00-00 100%
Member Type: Floor Beam Dead 10 psf 09-00-00 90%
Number of Spans: 1 1 wall load. Unf.Lin. Left 00-00-00 15-04-12 Live 0 plf n/a 100%
_eft Cantilever: No Dead 60 plf n/a 90%
Right Cantilever: No 2 floor load. Unf.Area Left 00-00-00 15-04-12 Live 40 psf 09-00-00 100%
Dead 10 psf 09-00-00 90%
Slope: 0/12 3 ceiling load. Unf.Area Left 00-00-00 15-04-12 Live 25 psf 05-00-00 100%
Tributary: 09-00-00 Dead 10 psf 05-00-00 90%
Controls Summary
Control Type Value %Allowable Duration Load Case Span Location
Live Load: 40 psf Moment 34241 ft-Ibs 78.6% 100% 2 1 -Internal
Dead Load: 10 psf Neg.Moment 0 ft-Ibs nla 100%
Partition Load: 0 psf End Shear 7548 Ibs 53.1% 100% 2 1 -Left
Duration: 100 Total Load Defl. U304(0.608") 79.0% 2 1
Live Load Defl. U415(0.445') 86.7% 2 1
Disclosure Max Defl. 0.608" 60.8% 2 1
The completeness and accuracy of
the input must be verified by anyone Notes
who would rely on the output as Design meets Code minimum(L/240)Total load deflection criteria.
evidence of suitability for a Design meets Code minimum(U360)Live load deflection criteria.
particular application. The output Design meets arbitrary(1")Maximum load deflection criteria.
above is based upon building Minimum bearing length for BO is 2".
rode-accepted design properties Minimum bearing length for 61 is 2".
and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing
of BOISE engineered wood
Products must be in accordance User Notes
with the current Installation Guide Beam in basement front of den.Ref.#12
and the applicable building codes.
To obtain an Installation Guide or if
,you have any questions,please call
(800)232-0788 before beginning
product installation.
3C CALC®,BC FRAMER®,BCIS,
3C RIM BOARD-,BC OSB RIM
30ARD-,BOISE GLULAM-,
VERSA-LAM®,VERSA-RIM®,
VERSA-RIM PLUS®,
VERSA-STRANDTm,
VERSA-STUDS,ALLJOISTO and
4JSTm are trademarks of
3oise Cascade Corporation.
Page 1 of 2
"ISE"
BC CALC®2003 DESIGN REPORT - US Wednesday,May 11,2005 10:51
Triple 1 3/4" x.14" VERSA-LAM(g) 3100 SP - File Name: Frank RaspanteJown Neck Rd.:FB09
Job Name: Description:
4ddress: Specifier.
amity,State,Zip:, Designer:
�ustomer: Frank Raspante Company:
erode reports: ICBO 5512,NER 629 Miso
Connection Diagram
Consult project design professional of record or BOISE technical representative for connection design
Nailing schedule applies to both sides of the member.
Member has no side loads.
Connectors are:16d Sinker Nails
a=2" d
b=3"
c=3-3/8" a
d=12" °
e=3" `
o � o • o
e c o
�br
1
36hBC CALCO 2003 DESIGN REPORT- US Wednesday,May 11,2005 10:57
Triple 1 3/4" x 9 1/2" VERSA-LAM(g)3100 SP File Name: Frank Raspante,Town Neck Rd.:FB10
ob Name: Description:
kddress: Specifier:
'ity,State,Zip:, Designer:
:ustomer: Frank Raspante Company:
:ode reports: ICBO 5512,NER 629 Misc:
Standard Load-40 psf 110 psf Tributary 1040-W
E.
BO B1
2800 Ibs LL 2800 Ibs LL
798 Ibs DL 798 Ibs DL
Total Horizontal Length-14-00-00
3eneral Data Load Summary
/ersion: . US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur.
S Standard Load Unf.Area Left 00-00-00 14-00-00 Live 40 psf 10-00-00 100%
Aember Type: Floor Beam Dead 10 psf 1000-00 90%
slumber of Spans: 1
_eft Cantilever: No Controls Summary
Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location
Moment 12594 ft-Ibs 60.2% 100% 2 1 -Internal
31ope: 0112 Neg.Moment 0 ft-Ibs n/a 100%
Tributary: 10-00-00 End Shear 3191 Ibs 33.1% 100% 2 1 -Left
Total Load Defl. U284(0.592") 84.6% 2 1
Live Load Defl. L/365(0.461'1 98.8% 2 1
Max Defl. 0.592" 59.2% 2 1
_ive Load: 40 psf
:ead Load: 10 psf Notes
Dartition Load: 0 psf Design meets Code minimum(L/240)Total load deflection criteria.
)uration: 100 Design meets Code minimum(L/360)Live load deflection criteria.
Disclosure Design meets arbitrary(1")Maximum load deflection criteria.
Minimum bearing length for BO is 1-1/2".
The completeness and accuracy of Minimum bearing length for B1 is 1-1/2".
he input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+112 min.end bearing+112 intermediate bearing
Nho would rely on the output as
avidence of suitability for a User Notes
particular application. The output Beam over utility area.Ref.#13.
above is based upon building
code-accepted design properties Connection Diagram
and analysis methods. Installation Consult project design professional of record or BOISE technical representative for connection design
orodductsucts must be in accordance engineered wood Nailing schedule applies to both sides of the member.
pr
Nith the current Installation'Guide Member has no side loads.
and the applicable building codes.
To obtain an Installation Guide or if Connectors are:16d Sinker Nails
you have any questions,please call
(800)232-0788 before beginning a=2 d
3"
product installation. b= _
c=2-3/4" a
BC CALC®,BC FRAMER®,BCIG, d= 12" ♦ •
BC RIM BOARD T'",BC OSB RIM e=3" o o
BOARDT"' BOISE GLULAM T-, C
VERSA- VERSA-RIM®,
VERSA-RIM RIM P PLUS®,
VERSA-STRAND TM •
VERSA-STUD®,ALLJOIST®and @ o o j
AJSTm are trademarks of
Boise Cascade Corporation. b
Page 1 of 1
SOE BC CALC®2003 DESIGN REPORT - US Wednesday,May 11,2005 10:57
Triple 1 3/4" x 9 1/2" VERSA=LAM® 3100 SP File Name: Frank Raspante,Town Neck Rd.:F611
lob Name: Description:
address: Specifier:
;ity,State,Zip:, Designer:
;ustomer: Frank Raspante Company:
:ode reports: ICBO 5512,NER 629 Misc:
Standard Load-40 psf 110 psf Tributary 12-00-00
10-01-08 10-01-08 Ak06-07-04
80 81 82 83
2129 Ibs LL 5777 Ibs LL 15197 Ibs LL 1568 Ibs LL
530 Ibs DL 1567 Ibs DL 4458 Ibs DL 310 Ibs DL
Total Horizontal Length-26-10-04
3eneral Data Load Summary
✓ersion: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur.
S Standard Load Unf.Area Left 00-00-00 26-10-04 Live 40 psf 12-00-00 100%
Member Type: Floor Beam Dead 10 psf 12-00-00 90%
dumber of Spans: 3 1 Reaction from CConc.Pt.306 a•Leftaring20-03-00 20-03-00 Live 10348 Ibs n/a 100%
_eft Cantilever: No Dead 3266 Ibs n/a 90%
Right Cantilever: No
Controls Summary
31ope: 0/12 Control Type Value %Allowable Duration Load Case Span Location
Tributary: 12-00-00 Moment 7147 ft-Ibs 34.1% 100% 6 2-Left
Neg.Moment -7146 ft-Ibs 34.1% 100% 6 1 -Right
End Shear 2173 Ibs 22.5% 100% 4 1 -Left
Cont.Shear 3328 Ibs 34.5% 100% 6 1 -Right
_ive Load: 40 psf Uplift 1471bs n/a 5 3-Right
Dead Load: 10 psf Total Load Defl. L/955(0.127") 25.1% 4 1
'artition Load: 0 psf Live Load Defl. L11140(0.107") 31.6% 4 1
Duration: 100 Total Neg.Defl. -0.042" 8.3% 4 2
Max Defl. 0.127" 12.7% 4 1
Disclosure
The completeness and accuracy of Cautions
:he input must be verified by anyone Uplift of 147 Ibs found at span 3-Right.
Nho would rely on the output as
avidence of suitability for a Notes
particular applicatiori. The output Design meets Code minimum(L/240)Total load deflection criteria.
above is based upon building Design meets Code minimum(L/360)Live load deflection criteria.
code-accepted design properties Design meets arbitrary(1')Maximum load deflection criteria.
and analysis methods. Installation Minimum bearing length for BO is 1-1/2".
Df BOISE engineered wood Minimum bearing length for 131 is 3".
Droducts must be in accordance Minimum bearing length for B2 is 4-3/8".
with the current Installation Guide Minimum bearing length for B3 is 1-12".
and the applicable building codes.To obtain an Installation Guide or if Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2min.end bearing+ 1/2intermediate bearing
you have any questions,please call User Notes
(800)232-0788 before beginning Girt under kitchen,1st.floor framing.Ref.#14
product installation.
BC CALC®,BC FRAMER®,BCIG,
BC RIM BOARD-,BC OSB RIM
BOARD-,BOISE GLULAMI-,
VERSA-LAM®,VERSA-RIM®,
VERSA-RIM PLUS®,
VERSA-STRAND-,
VERSA-STUD®,ALLJOISTO and
AJS Tm are trademarks of
Boise Cascade Corporation.
Page 1 of 2
BC CALC®2003 DESIGN REPORT - US Wednesday,May 11;2005 10:57
Triple 1 3/4" x 9 1/2" VERSA-LAM®3100 SP File Name: Frank Raspante,Town Neck Rd. :FB11
Job Name: Description:
Address: Specifier:
amity,State,Zip:, Designer:
customer: Frank Raspante Company:
erode reports: ICBO 5512,NER 629 Misc:
Connection Diagram
Consult project design professional of record or BOISE technical representative for connection design
Nailing schedule applies to both sides of the member.
Member has no side loads.
Concentrated loads are not considered in side load analysis.
Connectors are: 16d Sinker Nails
a=2" d
b=3"
c=2-3/4" a
d=12" • • •
e=3" o T o
-T—..— •e o o
� b
BC CALC®2003 DESIGN REPORT - US Wednesday,May 11,2005 10:57
Triple 1 3/4" x 11 7/8" VERSA-LAM®3100 SP File Name: Frank Raspante,Town Neck Rd.:FB12
Job Name: Description:
address: Specifier:
;ity,State,Zip:, Designer:
'.ustomer: Frank Raspante Company:
,ode reports: ICBO 5512,NER 629 Misc:
1
4 I
3 I
� i I
Standard Load-40 psf l 10 psf Tributary 04-06-00
Ak
BO 131
4740 Ibs LL 6458 Ibs LL
2455 Ibs DL 3490 Ibs DL
Total Horizontal Length-11-00-00
3eneral Data Load Summary
Jersion: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur.
S Standard Load Unf.Area Left 00-00-00 11-00-00 Live 40 psf 04-06-00 100%
Member Type: Floor Beam Dead 10 psf 04-06-00 90%
Vumber of Spans: 1 1 wall load Unf.Lin. Leff 00-00-00 11-00-00 Live 0 plf n/a 100%
-eft Cantilever: No Dead 60 plf n/a 90%
Right Cantilever: No 2 floor load. Unf.Area Left 00-00-00 11-00-00 Live 40 psf 04-06-00 100%
Dead 10 psf 04-06-00 90%
31ope: 0/12 3 ceiling load. Unf.Area Left 00-00-00 11-00-00 Live 25 psf 04-06-00 100%
1-ributary. 04-06-00 Dead 10 psf 04-06-00 90%
4 roof load. Unf.Area Left 00-00-00 11-00-00 Live ' 25 psf 12-00-00 115%
Dead 15 psf 12-00-00 90%
5 Reaction from CConc.Pt.1301 aLeftaringO9-00-00 09-00-00 Live 2700 Ibs n/a 100%
_ive Load: 40 psf Dead 1627 Ibs n/a 90%
)ead Load: 10 psf
3artition Load: 0 psf Controls Summary
Duration: 100 Control Type Value %Allowable Duration Load Case Span Location
Moment 22214 ft-Ibs 60.5% 115% 3 1 -Internal
disclosure Neg.Moment 0 ft-Ibs n/a 100%
the completeness and accuracy of End Shear 8795 Ibs 63.5% 115% 3 1-Right
he input must be verified by anyone Total Load Defl. U393(0.336") 61.1% 3 1
,vho would rely on the output as Live Load Defl. U600(0.22") 60.0% 3 1
avidence of suitability for a Max Defl. 0.336" 33.6% 3 1
)articular application. The output
above is based upon building Notes
;ode-accepted design properties Design meets Code minimum(L/240)Total load deflection criteria.
and analysis methods. Installation Design meets Code minimum(U360)Live load deflection criteria.
A BOISE engineered wood Design meets arbitrary(1")Maximum load deflection criteria.
)roducts must be in accordance Minimum bearing length for BO is 1-5/8".
vith the current Installation Guide Minimum bearing length for B1 is 2-1/4".
and the applicable building codes. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing
Fo obtain an Installation Guide or if
you have any questions,please call User Notes
'800)232-0788 before beginning Girt under kitchen/great room, 1st.floor framing.Ref.#15
)roduct installation.
3C CALC®,BC FRAMER®,BCIG,
3C RIM BOARD-,BC OSB RIM
30ARD-,BOISE GLULAM-,
JERSA-LAM®,VERSA-RIM®,
✓ERSA-RIM PLUS®,
JERSA-STRAND-,
IERSA-STUD®,ALLJOISTO and
NJSTm are trademarks of
3oise Cascade Corporation.
'age 1 of 2
r
son E" BC CALC®2003 DESIGN REPORT - US Wednesday,May 11,2005 10:57
Triple 1 3/4" x 11 7/8" VERSA-LAM® 3100 SP File Name: Frank Raspante,Town Neck Rd.:FB12
Job Name: Description:
Address: Specifier:
City,State,Zip:, Designer:
Customer: Frank Raspante Company:
Code reports: ICBO 5512,NER 629 Misc:
Connection Diagram
Consult project design professional of record or BOISE technical representative for connection design
Nailing schedule applies to both sides of the member.
Member has no side loads.
Concentrated loads are not considered in side load analysis.
Connectors are:16d Sinker Nails
a=2" d
b=3"
c=4" a
d=12" • -7 • •
e=3" o I o
C
e 0
� b
BC CALC®2003 DESIGN REPORT - US Wednesday,May 11,2005 10:57
Triple 1 3/4" x 11 7/8" VERSA-LAM® 3100 SP File Name: Frank Raspante,Town Neck Rd.:FB13
Job Name: Description:
4ddress: Specifier:
amity,State,Zip:, Designer:
'ustomer: Frank Raspante Company:
erode reports: ICBO 5512,NER 629 Misc:
Standard Load-40 psf 110 psf Tributary 09-00-00
BO B1
3240 Ibs LL 3240 Ibs LL
968 Ibs DL 968 Ibs DL
Total Horizontal Length-18-00-00
.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 18-00-00 Live 40 psf 09-00-00 100%
vlember Type: Floor Beam Dead 10 psf 09-00-00 90%
Vumber of Spans: 1
-eft Cantilever: No Controls Summary
fight Cantilever: No Control Type Value % Allowable Duration Load Case Span Location
Moment 18935 ft-Ibs 59.3% 100% 2 1 -internal
Slope: Oil Neg.Moment 0 ft-Ibs n/a 100%
Tributary: 09-00-00 End Shear 3745 Ibs 31.1% 100% 2 1 -Left
Total Load Defl. L1287(0.754") 83.7% 2 1
Live Load Defl. U372(0.58") 96.7% 2 1
Max Defl. 0.754" 75.4% 2 1
_ive Load: 40 psf
Dead Load: . 10 psf Notes
3artition Load: 0 psf Design meets Code minimum(U240)Total load deflection criteria.
Duration: 100 Design meets Code minimum(U360)Live load deflection criteria.
Disclosure Design meets arbitrary(1')Maximum load deflection criteria.
Minimum bearing length for BO is 1-1/2".
The completeness and accuracy of Minimum bearing length for 131 is 1-1/2".
:he input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+112 min.end bearing+ 1/2 intermediate bearing
rho would rely on the output as
avidence of suitability for a User Notes
)articular application. The output Girt under great room,1st.floor framing.Ref.#16
above is based upon.building
;ode-accepted design properties Connection Diagram
and analysis methods. Installation
)f BOISE engineered wood Consult project design professional of record or BOISE technical representative for connection design
products must be in accordance Nailing schedule applies to both sides of the member.
with the current Installation Guide Member has no side loads.
and the applicable building codes. Connectors are:16d Sinker Nails
To obtain an Installation Guide or if
/ou have any questions,please call -2"
'800)232-0788 before beginning a d
xoduct installation. b=3"
c=4" '
a
3C CALC®,BC FRAMER®,BCI®, d=12 • �-•
3C RIM BOARD- BC OSB RIM a=3 o I O j
30ARD- BOISE GLULAM- C
VERSA-LAM®,VERSA-RIM®, f
JERSA-RIM PLUS®, � y
JERSA-STRAND- •
JERSA-STUD®,ALLJOISTO and e o 0 7�
4JSTM are trademarks of _
3oise Cascade Corporation. L
'age 1 of 1
i
BC CALC® 2003 DESIGN REPORT - US Wednesday,May 11,2005 10:56
)ouble 1 3/4" x 16" VERSA-LAM®3100 SP File Name: Frank Raspante,Town Neck Rd. :RB01
lob Name: Description:
kddress: Specifier:
;ity,State,Zip:, Designer:
:ustomer: Frank Raspante Company:
;ode reports: ICBO 5512,NER 629 Misc:
�0
12
Standard Load-25 psf 115 psf Tributary 09 00-00
AL
BO B1
2700 Ibs LL 2700 Ibs LL
1627 Ibs DL 1627 Ibs DL
Total Horizontal Length-18-00-00
3eneral Data Load Summary
/ersion: US Imperial ID Description Load Type Ref. Stan. End Type Value Trib. Dur.
S Standard Load Unf.Area Left 00-00-00 18-00-00 Live 25 psf 09-00-00 115%
Member Type: Roof Beam Dead 15 psf 09-00-00 90%
qumber of Spans: 1 1 ceiling load. Unf.Area Left 00-00-00 18-00-00 Live 25 psf 03-00-00 100%
_eft Cantilever: No Dead 10 psf 03-00-00 90%
Right Cantilever: No
Controls Summary
31ope: 0/12 Control Type Value %Allowable Duration Load Case Span Location
rributary: 09-00-00 Moment 19470 ft-Ibs 45.3% 115% 3 1 -Internal
Neg.Moment 0 ft Ibs n/a 100%
End Shear 3686 Ibs 29.6% 115% 3 1 -Left
Total Load Defl. U455(0.475') 39.6% 3 1
_ive Load: 25 psf Live Load Defl. U728(0.297") 33.0% 3 1
Dead Load: 15 psf Max Defl. 0.475" 47.5% 3 1
partition Load: . 0 psf
Duration: 115 Notes
Disclosure Design meets Code minimum(U180)Total load deflection criteria.
Design meets Code minimum(L/240)Live load deflection criteria.
The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria.
:he input must be verified by anyone Minimum bearing length for BO is 1-1/2".
Nho would rely on the output as Minimum bearing length for B1 is 1-1/2".
avidence of suitability for a Member Slope=0,consider drainage.
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 User Notes
and analysis methods. Installation Ridge beam,great room.Ref.#8
of BOISE engineered wood
aroducts must be in accordance Connection Diagram
with the current Installation Guide
and the applicable building codes. Consult project design professional of record or BOISE technical representative for connection design
To obtain an Installation Guide or if Member has no side loads.
you have any questions,please call
(800)232-0788 before beginning Connectors are:16d Sinker Nails
product installation.
a=2"
BC CALC®,BC FRAMER®,BCI®, b=3 �— d
BC RIM BOARD- BC OSB RIM c=4 a .
BOARD- BOISE GLULAMTm d= 12" • �—• j
VERSA-LAM®,VERSA-RIMS,' C
VERSA-RIM PLUS®,
VERSA-STRAND- • —1—• •
VERSA-STUD®,ALLJOISTO and
AJSTm are trademarks of
Boise Cascade Corporation. • •
a
-T—I b
Page 1 of 1
ME, BC CALC®2003 DESIGN REPORT - US Wednesday,May 11,2005 10:56
quadruple 1 3/4" x 9 1/2" VERSA-LAM®3100 SP File Name: Frank Raspante,Town Neck Rd::RB02
lob Name: Description:
\ddress: Specifier:
;ity,State,Zip:, Designer:
;ustomer: Frank Raspante Company:
:ode reports: ICBO 5512,NER 629 Misc:
1__10
12
3 I
2
1
Standard Load-25 psf 11.5 psf Tributary 14-00-00
AL
BO B1
4047 Ibs LL 4441 Ibs LL
2979 Ibs DL 3215 Ibs DL.
Total Horizontal Length-14-00-00
3eneral Data Load Summary f
/ersion: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur.
S Standard Load Unf.Area Left 00-00-00 14-00-00 Live 25 psf 14-00-00 115%
Member Type: Roof Beam Dead 15 psf 14-00-00 90%
qumber of Spans: 1 1 added rear roof Unf.Area Left 07-00-00 14-00-00 Live 25 psf 04-06-00 115%
-eft Cantilever: No Dead 15 psf 04-06-00 90%
Right Cantilever: No 2 ceiling load. Unf.Area Left 00-00-00 14-00-00 Live 25 psf 08-00-00 100%
Dead 10.psf 08-00-00 90%
31ope: 0/12 3 layover roof IoacUnf.Lin. Left 00-00-00 14-00-00 Live 0 plf n/a 100%
Tributary: 14-00-00 Dead 100 plf n/a 90%
Controls Summary
Control Type Value %Allowable Duration Load Case Span Location
Jve Load: 25 psf Moment 25737 ft-Ibs 80.2% 115% 3 1 -Internal
)ead Load: 15 psf Neg.Moment 0 ft-ibs n/a 100%
'artition Load: 0 psf End Shear 6754 Ibs 45.7% 115% 3 1 -Right
Duration: 115 Total Load Defl. U185(0.906') 97.1% 3 1
Live Load Defl. U321 (0.524') 74.8% 3 1
disclosure Max Defl. 0.906" 90.6% 3 1
The completeness and accuracy of
be input must be verified by anyone Notes
Nho would rely on the output as Design meets Code minimum(U180)Total load deflection criteria.
avidence of suitability for a Design meets Code minimum(1-/240)Live load deflection criteria.
particular application. The output Design meets arbitrary(I")Maximum load deflection criteria.
above is based upon building Minimum bearing length for BO is 1-1/2".
;ode-accepted design properties Minimum bearing length for B1 is 1-1/2".
and analysis methods. Installation Member Slope=0,consider drainage.
:)f BOISE engineered wood Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing
oroducts must be in accordance
Nith the current Installation Guide User Notes
and the applicable building codes. Beam over Ioft,ceiling framing.Ref.#9
To obtain an Installation Guide or if
/ou have any questions,please call
,800)232-0788 before beginning
oroduct installation.
3C CALC®,BC FRAMER®,BCI®,
3C RIM BOARD-,BC OSB RIM
30ARD-,BOISE GLULAM-,
VERSA-LAMS,VERSA-RIM®,
VERSA-RIM PLUS®,
VERSA-STRAND-,
JERSA-STUD®,ALLJOISTO and
4JSTm are trademarks of
3oise Cascade Corporation.
gage 1 of 2
g�- Wednesday,May 11,2005 10:57
BC CALC®2003 DESIGN REPORT - US
3uadruple 1 3/4" x 9 1/2" VERSA-LAM®3100 SP File Name: Frank Raspante,Town Neck Rd.:RB02
lob Name: Description:
kddress: Specifier:
:ity,State,Zip:, Designer:
;ustomer: Frank Raspante Company:
;ode reports: ICBO 5512,NER 629 Misc:
Connection Diagram
Consult project design professional of record or BOISE technical representative for connection design
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" bJ d
b=2-1/2"
c=2-3/4" 1
d=24" a
i
C
•
i
L
MOLSE" BC CALC® 2003 DESIGN REPORT - US Wednesday,May 11,2005 10:56
quadruple 1 3/4" x 18" VERSA-LAM® 3100 SP File Name: Frank Raspante,Town Neck Rd.:RB03
lob Name: Description:
>ddress: Specifier:
;ity,State,Zip:, Designer:
;ustomer: Frank Raspante Company:
;ode reports: ICBO 5512,NER 629 Misc:
�0
12
Lip i 11
1
Standard Load-25 psf 110 psf Tributary 1400.00 ,
L
BO 131
7352 Ibs LL 4986 Ibs LL
3962 Ibs DL 2542 Ibs DL
Total Horizontal Length-26-00-00
3eneral Data Load Summary
/ersion: US Imperial ID Description Load Type Ref. Start End Type Value Trib.. Dur.
S Standard Load Unf.Area Left 00-00-00 26-00-00 Live 25 psf 14-00-00 100%
Aember Type: Roof Beam Dead 10 psf 14-00-00 90%
4umber of Spans: 1 1 roof load. Unf.Area Left 00-00-0.0 07-00-00 Live 25 psf 14-00-00 115%
_eft Cantilever: No Dead 15 psf 14-00-00 90%
Right Cantilever: No 2 layover roof Ioa(Unf.Area Left 00-00-00 07-00-00 Live 25 psf 04-06-00 115%.
Dead 15 psf 04-06-00 90%
Slope: 0/12
Tributary: 14-00-00 Controls Summary
Control Type value % Allowable Duration Load Case Span Location
Moment 47864 ft-ILs 51.3% 100% 2 1 -Internal
Neg.Moment 0 ft-Ibs n/a 100%
_ive Load: 25 psf End Shear 9415 Ibs 33.6% 115% 3 1 -Left
dead Load: 10 psf Total Load Defl. U318(0.98") 56.5% 3 1
36rtition Load: 0 psf Live Load Defl. U484(0.645') 49.6% 3 1
)uration: 100 Max Defi. 0.98" 98.0% 3 1
)isclosure Notes
the completeness and accuracy of Design meets Code minimum(L/180)Total load deflection criteria.
he input must be verified by anyone Design meets Code minimum(L/240)Live load deflection criteria.
vho 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 1-7/8".
)articular application. The output Minimum bearing length for B1 is 1-1/2".
above is based upon building Member Slope=0,consider drainage.
;ode-accepted design properties Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+1/2 intermediate bearing
ind analysis methods. Installation
)f BOISE engineered wood User Notes
)roducts must be in accordance Beam over bedroom,ceiling framing.Ref.#10
vith the current Installation Guide
and the applicable building codes.
ro obtain an Installation Guide or if
rou have any questions,please call
800)232-0788 before beginning
)roduct installation.
3C CALC®,BC FRAMER®,BCI®,
3C RIM BOARD-,BC OSB RIM
30ARD-,BOISE GLULAM-,
/ERSA-LAM®,VERSA-RIM®,
/ERSA-RIM PLUS®,
/ERSA-STRAND"",
!ERSA-STUD®,ALLJOISTO and
kJSTM'are trademarks of
3oise Cascade Corporation.
gage 1 of 2
l '
.noise
BC CALC®2003 DESIGN REPORT- US Wednesday,May 11,2005 10:57
Quadruple 1 3/4" x 18" VERSA-LAM® 3100 SP File Name: Frank Raspante,Town Neck Rd.:RB03
Job Name: Description:
Address: Specifier:
City,State,Zip:, Designer:
Customer: Frank Raspante Company:
Code reports: ICBO 5512,NER 629 Misc:
Connection Diagram
Consult project design professional of record or BOISE technical representative for connection design
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 i d
b=2-1/2"
c=7" �—
d=24" a \
C /
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13 IMPROX GRAD," PEP. DESGPIPTION
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•P"rtl"COAL.SLAB
COOOJPSIIW/6GJ0 PRN1[D POSTUND[R VZVl PROPOSCD
WWll R[IAT. R[lNN/hSNWAII
LAY 6 M/L -VAPOR BARR/CR B[POR[SAB L
Sr[PPCD POOTIAG
~—PORWN-X OUr
5EE ATTAGl1ED LVL SPEGlP1CATlON/GALL 5/1E£T DY DOTELLO LUMDEP
POP D0I5E LVL'S,
N,L CLWW FEDERAL,WIE AM LOCH.6L0.07VO CODE5.ORDWANCE5 AVI9 w LAfa6.
ETC.WILL M CON5M]W A5 PARE OF M'-5MCPCAIM OF m 01L-DPIb.AND ARE f0 6E
AatlW f0 EVEN IF frEY AM LN VAM*U WIM MS PLAN.A LCEN5ED CONWXfOR AND/OR *FRANK&!'AM RA51'M11E
HOMEOM�ER WILL A56M All RE5PONWLIfY FOR COMPLIMa WMH NL OJRW FEGEDL.
Wif MV LOCK CODE5. 109 DRIMNY DR.
NEMR"CN'E CAD".MM f.FEWM OR AlY PAKICPAIM VE516MR5 A55IW5 AN
MA.RSfONS M11,1,5
W5Pa4WLIfY OVER ANY PHASE OF CON5MrWN 09 OVNCF5 WOEv DIET EXMIZ 5tIE MA.
OR%LvM Cow"
a RJnt SER OF M5 RAN Wu BE REVON510U fO VERIFY All ELEMEN5 OF M5 PLAN 4 04 �" -
FOR VE96N ACARACY MV 5CM PRIOR f0 ACiI1N.CON51RLM N. /
ANY CNMICE5 fO 005"OMM 6 NEEDPA TO COMPLM CON51UI10N OF MS PLAN. (�
9L'FI A5 EXISrPJG WWM,1207R'5 AND WADS AM NOr VIE W5P0N519ILIfY of"CAPE CND' * Vi
* �
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Date: •
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no Us;-omen
ELEVAI
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ASPANTE
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I
J L_ -'� I I No. Revision/Issue Dote
IT-
0' 9-6' DLtCR 0 3'-�•... _. "`e' DDOR!INw y-0• c•_p. a._ i.
FOUNDATION/BASEMENT PLAN
' 32'J'C9'=FROS?VALL) t5'-CY
i
B w.pe!r..r wee.
G D
FRANK do PAM RASPANTE
109 BRITTANY DRIVE
MARSTONS MILLS, MA
FOUNDATION/BASEMENT PLAN
or
Cenerot Notes
.......... i0'-•q' ._:g-=�...._..._-_--• - -a• , Q......._-_....__.._._.__'___.._I
i
_..._._.._.........___.._---....----_ ..__......_..___....----._._. ..._..._._..- --...___ _ --....-__..............__.._....._ .......... ............ -
........_.. _...-.._._..._.................._........._...----......--- -'--"-"---...--'......---......_......._....._._-..._t ...._.._._._..._._.._
__..._._.._...._,_.......... ..._.....__.____..._...._.__.........
i
............ __._-.__. 1
I
} � t 1 I �I I
........................................
j ----
DECK D
i Ib I ( ( I I � i I ,r aua•vnitQ aao,
i DECK
I
I
. l
—---
_..._.._...—._ ........_—.._._..---'--' I i F BREAKAStf „ 'F
DECK 4 I,
'• ( PUN0,00
I I I .. , ,R-ale NIL AaK
I
I II GREAT ROOM
tz
1 L.r as r`_' °• `-- -I R
F, o y I • • �' a,I
f 1
a KITCHEN
i
=
M. � FAMILY ROOM • I aael � ')
rr wn r ,
--� -- I -----------
j O MASTER BEDROOM (#3)
W.I. cl_osET
t-- - -=--=-=-=--- i
N r------------ I s casm ow.o' ,r "-j---------------------------- r.f �
I ---ww rw------ y I {/f l I j DINING
1 >r 0pp110
v
r arnlo os r mnela•L l ,� l� �i l /{ i' ,' � i
aj
l
room oaw YE FOR (I I LIVING -' I ' --t----
II �'--rewc,rme .—oLcn® ao NA
j-r-r.alnelu� _ :. BATH c N(LAUNDRY COPOIH .�.--..—..---"--�----- -
�.�. I VERED C
AZW
rl ,
Revision/lasue oote
_ alms .1aa I __Y 1
i
6 I
rrnaozrwz.e 2
-- _ -_- FIRST FLOOR PLAN
41ZL
9'-q'
!!'-6' Q'-q' 6'-q' ar-.q. I q+..q' ���. 4•_.p, q._.q. I J'-.q. ,,...,I. a..-F' ... � a•...q.
.......... .__... ....__...r..... "Q,
az-o ,a'-o a-a i t.•-q• — t9' °' a'- N.�+r........
_ FRANK dt PAM RASPANTE
109 BRITTANY DRIVE
MARSTONS MILLS, MA
FIRST FLOOR PLAN
00.
•>w
/y�c>
Deneml Note.
It'',• } _,._ _ �...__ __-_-�- -_-''-------`z''��..-- — —° '�a_— a•-o sir'
I 1
iI ewoan M11°^ nwew.awe � I
r_____ r_____-
LOFT i
— ——= — _
i----.--- rr ---- -- -- - ---- - - -- - OPEN I ( YI
TO ELOW
II W.I. CLOSE} I !
Oi I
I !
MASTER MASTER BATH ® ,aw
BEDROOM (#1) 0001 _
i i:•-'c i!e• I a._8. I-I; '" E'-5 i;a� i J�
I CID
I
BEDROOM (#2) I a ` BALCONY J
l i O OPEN BELOW
r'
� —— — —_ = 0 b BATH LOFT 2 i -----�---- --�----�i--'� .
^( !
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r_._....._.._.._...._. , _
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.............. F 3
......_--...._......._._...._ ._....__...._...._ _._......._.........._.._.._ a->
._.__...- :,.-._._.._.._...._..........................- .-.._..._.__..._....__......__.... .... --- ........ _
'
No. Rmieion/in Date
i m
D G D SECOND FLOOR PLAN
SECOND FLOOR PLAN
FRANK & PAM RASPANTE
109 BRITTANY DRIVE
MARSTONS MILLS, MA
i
Ow.
,I_D4-t16 A-5
G__, Notes
...............................................
3...................................................................................
----- ------- - - - --- ------ -- ----- - - ---- -
II
.8:12
EL12 8:12 ICE&WATER SHIELD
0 EAVES,RIDGES,
HIPS AND RAKES
TYPICAL(38-WIDE)
IMN 4.5:12
--RIDGE VENTS T*t?. =4
I .
10.12 10:12
A
5:12
10.12
- -- -- -- -- - - -
I
_j I 10:12 1012
L F 4.5:12
10:12 10:12 L
10.12
—j
COPPER ROOF
<
Revision/Issue Date
ROOF PLAN
ROOF PLAN
FRANK & PAm RAsPANTE
109 BR17TANY DRIVE
MARSTONS MILLS. MA
ow.. A-6
Ceneml Not"
3/4 T Q C PLYWO.
IZ.-11-7/8'ENGINEERED FLOOR JOISTS
6'FIBERGLASS INSULATION
W12 X 30 STL BM.—/
i
1
vI I
• 1
z:
t i
t A
SECTION A—A
r...RIDGE VENT
f
t 2X12 RIDGE .
(1 T'2X8 COLLAR TIES O 32'O.C.
_ ASPHALT SHINGLES
15/ FELT PAPER
/-5/8-COX PLYWOOD
/ 2X10 RAFTERS 16-O.C. (22')
BEAM SCHEDULE 2X8 F.C. I SUL O 16
R-38 F.C. INSUL
i-1 X3 FURRING
BM. # CLEAR SPAN SIZE 4 LBO.DR BLUEeoARD ,/'� BAFFLE TYP•
1A & I 9'-0' 3 1/2' X 11 7/8- LVL
CLAPBOARD SIDING 1/2•GYPSUM OR BLUEBOARD/PLASTER
2 6'76' DBL 11-7/8' FLOOR JOIST HOUSEWRAP..� ;4 MIL POLY.V.M
1'COX PLYWOOD I` 6'FIBERGLASS INSULATION
3 8'-4' DBL 1 1-7/8' FLOOR JOIST a 2X6° 16'D.C.
MASTER BEDROOM 03)
4 6'-0' OBL 11-7/8' FLOOR JOIST SISTER RAFTER TAILS TD FORM D.H.
3/4-T A G PLYWD. /
5 12'-0' 5 1/4' X 11 7/8- LVL �.-11-7/8•ENGINEERED FLOOR JOISTS No. Revision/lasue oats
6'FIBERGLASS INSULATION N
6A & 68 8'-4" DBL 11-7/8' FLOOR JOIST
t SOFFIT vENT TYPICAL
8'-6' DBL 11-7/8' FLOOR JOIST *�
7A & 78 13'-8' OBL 11-7/B' FLOOR JOIST q�...-
...� 5/8-FIRECODE jJ STEEL BEAM'
jJ ._LVL BEAM OVER GARAGE DOORS
8 D. --
GYP. 8 ON BEYOND /
9 UNDER
12'-8' 3 1/2' X 16' LVL WALLSCEILINGGARAGE ! -JOIST ua SECTIONS
10A & 108 17'-0' DBL 11-7/8- FLOOR JOIST m /j A�R.IIrIOI16
4'GOING.SLAB LLVL BEM 1 IL 17
11 4'-0' SGL 11-7/8' FLOOR JOIST r- 6 MIL POLY.V.B. -2xs P.T. SILL W/ 1/2'
6'PACKED GPAVEL Col ANCHOR BOLTS O 8'
12 8'-0' 3 1/2' X 11 7/8' LVL O.C.a V FROM CORNERS
13
w.Mr e.s.�r wee.
12'-0' 3 — 2X8 �— - i; 10'tbNCRETE
14 e'_e- 2 - 2X10 a) L— I I -ONONNNCR2020EI�'E�XX IWO os PAM
o PANTE
ivE
15 12'-0' 3 1/2' X 11 1/4- (FLUSH W/ RAFTERS) !' — — — MARSTONS MILLS. MA
DRIVE
16 15'-0' ODPL 11-7/8' FLOOR JOIST 1
17 15'-0" ODPL 11-7/8- FLOOR JOIST
18 10'-0- DBL 11-7/8' FLOOR JOIST SECTION B—B
.11-02-0s A—7
Gsneol Notes
A-RIDGE VENT
11-2X12 RIDGE
1 •-2x8 COLLAR TIES O 32'O.C.
q 12
�V
2XB CEILING JOISTS O is"O.C.
R-35 F.G.INSUL .12
1X3 FURRING �{s
4 MIL POLY V.& T BAFFLE TYP.
1/2•GYP. BO OR BLUEBOARD
CLAPBOARD SIDING BEARING WALL
HOUSEWRAP 2X4 O 16•0.C.
j•COX PLYWOOD,-'-, /
2X6 O Is'O.C.
3/4-T R C PLYWD.
/"-11-7/8-ENGINEERED FLOOR JOISTS
1/2'GYPSUM OR BLUEBOARD/PLASTE I BEARING WALL
4 MIL POLY.V. B. ,2X4 O is•O.C.
s'FIBERGLASS INSULATION
3/4-T h C PLYWD..
2x8 P.T.SILL W/ 1/2• 11-7/8-ENGINEERED FLOOR JOISTS RIDGE VENT
ANCHOR BOLTS O 8' 8'FIBERGLASS INSULATION
O.C.R V FROM CORNERS 2X12 RIDGE
'�!'2XB COLLAR TIES O 32'O.C.
4-2JL12
r:
--2X4 STUDWALLL INTERMEDIATE ROOF
SUPPORT
F
3-1/2•CONCRETE SLAB 2%8 COUNG JOISTS O 16'O.C.
s MIL POLY V.B. .. R-38 F.G.INSU
1%J FUR V G
4 MIL Po
1/2•GYP. 80 OR \ TOP OF PLATE BEYOND
4'FROSTWALL(10'THK.).._.•• 1
a•
-VENT BAFFLE k B'F.G.
INSUL AT OATH. CLG.
--38'GUARDRAIL O
PEAK VENT-•\ B4.CONY BEYOND
3/4-T 3 G PLYWD.
SECTION C-C ,2 ENGINEERED FLOOR J
�
4.3v
_BEARING WALL .No. Revision/Issue oats
..2%4 O 16•O.C.
ne.
3/4'T&G PLYWD,
11-7/8'ENGINEERED FLOOR JOISTS
6'FIBERGLASS INSULATION SECTIONS
I �• CLAPBOARD Sam
11OUSEWRAP
/�- COX PLYWOOD 2
xs O 18'O.C.
OAMi ANC S
TYPICAL FRANK do PAM RASPANTE
3-1/2•CONCRETE SLAB 109 BRITTANY DRIVE
i•:. 4— MARSTONS MILLS. MA
1...;.
4' FROSTWML(10-TNK)-",, .
sAr
o. 11-02-M A-8
SECTION D-D ,,�
21 P A 08 N
N/F KAREN NAslmts
- _
rAb•urel.ad pba COMA-to W OIDoMewl'ad Wh'unf .. :: I:NUh.. -
c41:Idi u: uF.EL:: p.F AIICG r. BUC1O101
trulwaw0•Ax eM pfwuw d Lend w In tA.acamea.D./t0 'F;S r,i:i
q� of tl0 huwtt. M 17
' � .� ,v�� 6u 1•t7�N - jw BARTISTABIE I101:5CIG AUTHORITY 11t.t�
N/y 1a1e
DENIRE 1. 6ARRE'Tfat it
. :
I 10yF1.9 A0J1m2,60
E.
I i C% 1 • a
i / •9L.� s �Q �� W(pN A QA1JItTEoorrot r•OR RSOI9TRY V9J!+
Nn �tsq M ta
YARRIAA'L CRADDOCK y R - 19.60' ^6
LO G V8 2v?AQ . 91.2'F .t g•�
M II 41.3r• 43.680 0q•ft. I.(:a.. -0T
)f42W d = M.W.Fact.
S 4W44l9• s 201.9e' -
$4.
C 46'?6'4•
80•00 N 63•�
u1a,r tan.a..t
CS M. .T 9 •.:j6 B
OtF�F.R APPUCAAT. �O 8 i %
::,(C:A.\0 A.N-3 ROSARIA RABPAATC N 4:j 11.19 62.667 eq 1.4 bn.
66 U:�:S^.0\B WAY o flop.root.
CFSPFFJIVNS UA 02032 �'If t4 ROBERT GANNEUA
ZONLL DW.TaC^ RY 1n 411q _
66.900 tp.tC L9.o. Mjb.00,
1.t,•
GFA,;A'DRATBR OVERLAY'- •P y M.P.factor z&69Y,LOTS1
AREA R M-EQI WJ 43.660 .q.K talc H \ �.
y e.,ynp � tMAPE (ACTOR COW UNL
1mI. pR0>•:AC2 ammup. 150' 4.O qa- 1a C 00.00
,HApF. yAC'1'OA COMP UNE �• to I A..eRF d.rffo am no�
B1r.IDI�•C 91!TBACI®: ` �'?' g� ••'� �d�t� �I 1~+
30' PitOT.T 6 Y t17 40' 9�Ale $ * .41 -
16' SWE S 40.A,4/9• • N4T14'O6 E $ JWFWYW
16' RLR ts�P.AL ffE FAY t
FZUA DATk
.... - -$ Co tier to N100d S
20A•C WCUS DOES \OS :iE A0•A4'19• Rood
IS A nOOD HAZARD Z0A-E. .-.-... veodn / __ '�O 16.00' ..-__
ASS&MRS'DATA: YAP 26. PARMS 3 At f, 8> ..-- C 846'04K
1142,38.25,E E ;�Z P
%
V� $ 01
TOTAL AREA TO BE n-BD=RD - 1L21 ACR14: 30sa4'- p/► •1pDro d tAr Afa6Rt! IO
ArD AIr6A - $dr?0 p•A 3; __R. 10.08. 289.36 WR67R t ®AN10t 7YJ�Jv Of BARAI9TABId PLWNDYO BOARD
�•� ,RAPE FACTOR COUP UIIR R06ANn Dr4rM 1•26• 1
TOTA).IDTS ;tt381GNE0 - 9 CH MD. 67,090 t .q.R 1.3.o. x'� g 8, N42 ate Of Ab*JW S-,
lot t.
pitopOS1:D L.F. OP ROADNAY CO\STRUM101 - 592- V.P.y ratsot
rAw.. TURN-AROUND At6A - MOO/9•n �� Orat.af.ra..•...t
30..
sf0 na g M J �_o r
NZW ROADVA A NA - it OW Of A N g&.
sL wfwlo,v/rtd/m SHAPE FACTOR COMP U E IL
Y
$'
1 w
43,610.q.K 1.0.0. 70.629 .q.K 1.6 .o. + ~`
8 40•4419• t fna..Fort. roots r
• C1B/17 NDU o - •4548 `„-tl t t - Eu4mont ETHA gwum, ,PP mW of filr Ptso Ar duM/w! to
m CB ro Ar Sir �®� � n � Temporory Turn Mound � M 12 �df•• aftA twwa.nl W a/eeertl.d
q o J_0-r
688 : .q.K 1.27 00. $ a o• 28T'.t
6A
,D of ter
tcC • \s ' 10 hoa Fact. es2z: / some
of xr►�aof
q tAOt b,A/ p d 6q.mi b f86
•.. 7�6 F11• �l pYa 6)w Pl.ndOgW Bs/d ag
^n �b g• Tompomrr Turn-Around Eu0m0nt- - g73s3 ive
Y dy.A I . and mo and of abd a! leer
oJ)Tde and tto artFw d e /ear
A. Y, O SHAPE FACTOR COUP LINE CR FWD. n.cr/rnd d Me ewCv dM
L=6S A7' aril Do 00eb ne0h►t read twrerd4l/
$ fflm-
"Zt .O.A d rald
CB PA•D. $ 43.660 0q.ft 1.0 00. ✓-/. / ttt�i•.G�-•J_.
4 S 40y�t9• R t1,ap.Faot. a to arrrl.kw 7bm Clnt
d48t e�A v
49.
5
........
O
..� '$ �?e, •. y� 48.995 s*.ape..fL 1.1 ae. u.`o fDy
is rt/r RASPANTE ESTATES
IWp 1 0�
1.000 4ti GRAPHIC SCALE _
PLAN
o DEFINITIVE SUBDIVISION AN OF LAND
LoIn
SHAPE FACTOR COUP :At ! 1 w rsr) H A R N S T A H I-E
�/L `J oe `•:�8� CB FND. �4o,yA' t two 40 w Prepared For
��� y`� �s. �,• LZJC IANO RAS PAN'TE
..� Scale: 1" 40' Date: APRIL 10. 2000
rp
f cB 4 ! c prepared BF
O lb '',. Fti7x •' � Av�11
i .r w 11� �• w N0. DATE DESCRIPTION BY an Canterbury,=z,-mA,,Z.,.m"V=A=htw omw
1 •
m Pro fi 1 e Vie w N. T. S.
f 1/8" to I - liesbed Stone ® 3" Thick
6' Mnlsh Grade & 56 f
I 8.5' I EL 55.0,
BL !XV EL °' ° - --- - - - EL 52.17'
INV EL" 54`7"T' ::d-,sr�r:: 54,57' 54.17' V4-- J W rszwd sm�
54.97 4' 4'
4 HOLE DLS'TMUMN BOX
33 5'
PROPOSED LEACH TRENCH �Q
FM TANK �
Bottom of Deep Observation Hole A7 470'
Adl Higb Ground Meter <El 44.0' (Lov. Pond)
ECAST RRUffORCED CONCRETE DISTRIBUTION BOX
>tall on a level base
aimum wall thickness = 2' �-�►— 1263 -
Qimum inside dimension = 12"
Vet inverts shall be equal to each other and at sa" Wh
24-
minimum below inlet invert 4
e distribution lines from the distribution box shall all have
9 be ht of the distruon line invert after all lines have Number of
C1°a� - 1
� ibtiumDer of Chambers -3
sealed in place.ve PROPOSED LEACH TRENCH - END mw N.T.S.
vert adjustments shall be made by filling with durable and
ndeformable material permanently fastened to the line or Install Thee 500 Callon Units
witb Four Feet of Stone at Sides and Ends
.mound Easement f�
,`---,-�U Pad Existing
3'g0.441g W �— --- C. basins
- Dri ve waY
o4o5ea 1', \�76 BM'
Qt Nail in Stump
q 0 El. 79.55'
Datum: NCYD
oncreto -,1 68
.... ` .....
68
ASSESSORS DATA•
026-005
h 2`' \�
REFERENCE DEED.-
64 16159-273
64 66 66 FEMA DATA- ZONE "C` & 13'
56 58
ZONING DISTRICT. RF
1 52 54 0VAMAYWP BD57 C7`
239.4¢ BUMODVC SETBACxs
/ FRONT 30'
`� r•/ /, SIDE AND REAR 15'
48
2
,,,,,kAAAA � ��=`'� - Si t e PI a n of Lan d
♦►����N�'lf,S��n av v o� yG♦ Prepared For. 009 Brittany Drive
e o LIEBERMAN . Frank Ha S a x2 t o
o STEJ.- ; 4v NO.23971 �:
4 U DOYL` 0 i In
Marstons M Massachusetts
Mas h use t is
♦ _ ? ��
t
Scale: 1" = 40" Date: February 16, 2005
►♦♦vv Prepared By.
Stepben J. Doyle and Associates
42 Canterbury Lane, E FaLmoutA A(A 02536
7Wepbone: 5081540-2534
Re v3sior� BZoc�c
ISO
$' NO. DATE DESCRIPTION BY
' m5 Sewage System Profile View N. T. S.
FinLsh Grade EL 58Y 6` B' 118' to 112' Meshed Stone ® 3' Thick
B` K=&h Grade FEZ 58.*
w ! r B.
as, I 8.5'
El 55.0'
D Aft OOO OG7Cl
10. 14•Aft Biry DVV EL BW EL ° ° - --- - - --- - EL 52.17'
XVEL --\BMW Law�- �97' 54 77' :q'.�::: 54 57' 54.1?" 4. �4'- 1 Vr' Mwhed stave
4 HOLE DL577?M 177ON BOX 4'
5'
PROPOSED LEACH TRENCH O '•
PROPOSED 1500 GALLON PRECAST SEPTIC TANK
BottOm of Deep Observation Hole EL 47.0"
SEPTIC TANK
• 310CMR 15.226(2) Ad} High Ground Meter <El 44.0' (Loa Pond)
We 40 PVC and shall extend a PRECAST REBOVRCED CONCRETE DISTRIBUTION BOX
of the septic tank and be on Install on a level base
wated directly under the Minimum wall thickness = 2'
Minimum inside dimension = 12"
P less than 2' nor more than 3" Outlet inverts shall be equal to each other and at �-
utlet pipe. 2" minimum below inlet invert.
and true to grade on a level, The distribution lines from the distribution box shall all have _
7811y compacted and on which
,d to ensure stability and the he4bt of the distribution line invert after all lines have NNim
un
been sealed in place.
cover of 9" Invert adjustments shall be made by filling with durable and PROPOSED LEACh
2vable impermeable covers nondeformable material permanently fastened to the line or Instau ?�
9d with access ports. with Four Feet of
th gas baffle.
Egystlne 76
Ga�� _ f
74 ound Easement ,
Te P°rarY Tarn-Ar �U yad
72, m ,- �' Existing
70 - S40.4419 r-- --- C. basins
68
Driveway
1
6
sz 4 '' — sea
60 4° ,l '78 , BM-
Nail in Stump
\ :::
De t um: NC VD
LOT 6 . . •.�- �`-::.::.: __ �-
t3.998fsq.ft. --- -->�� _ _ ---- oncrete 68
::-
6
�0
Concrete 68
Wall
------ �O _ '4 2\1\�\
7Fmber Landscape - ,M\ � v
Transition Mall - ---_ 5a �-� + -4 \\ \`
64
---�. i
180' . .
.\\ % 64 66. 66 .
56 56 20
50
239.44 BG
JZ
c. �../
s
-
CB\- D_ __ N33'�6 0�.E `48
46 I 2
w8 42
:►a��tH Oc r,uS,���. � - qcy Si t e PI a r2
WILLIAM Prepared For. pOS
LIEBERMAN ►
0 FPSo STEP!�,Ey E/; ► �1 v NO.23971 ► <
rank R
L, J. ► A
40 4 DOYLE ► ` 0 ♦ in
___ Marston Mills,
♦ -` ���� ''`' `� Scale: 1' = 40' Date:
Stephen J. Doyle ,
42 Canterbury Lane, E
GRAPHIC SCALE Telephone. 501
R4f—:— vIs.ioin
0 20 40 e0 160
• ( IN FEET )
1 inch = 40 ft ,
N0. DATE DES(
Ibp of tbandatton - 725'
S
i
Pa t tys a�.d abb In "4r
Pond
nvv AZ MS'
4a
Brittany Dr. IN
l
Locus
r
Lo vells
Pond
1500 GALLON REINFVRCED CONCRETE SEPTIC TAN.
Minimum Construction Materials Per 310CMR 15.
Tees shall be constructed of Schedule 40 PVC
minimum of 6" above the flow line of the sept
L O C U.S MA P ® the centerline of the septic tank located direc,
clean-out manhole.
The inlet pipe elevation shall be no less than
above the invert elevation of the outlet pipe.
Septic tank shall-be installed level and true tc
stable base that has been mechanically compa,
6" of crushed stone has been placed to ensure
to prevent settling.
Septic tank shall have a minimum cover of 9"
Two 20" manholes with readily removable impel
of durable material shall be provided with acc<
The outlet tee shall be equipped with gas baffl
Design Da ta:
Proposed System:
Three Bedrooms = 3 X 110 gpd = 330 gpd Required Flow
No Garbage Disposal
Use: Chamber 7)rench 33.51 x 12.83'W x 2' AVIIDepth
[33.5' + 33.5' + 12.83 + 12.83] x 2.0 = 185
33 5' x 12.83 = 429
614 x 0.74 = 454 GPD Total Design Flow for New System
323 60 62 4
56 58
50 6� 54\
48 `, �- - 50 52 ',LOT 6
s ,
46 61`\ 48.998f sq.ft.
�4. 44
GENERAL CONSTRUCTION NOTES
1. All the workmanship and materials shall conform to R E.P 7}tle 5
and the Town of Barnstable rules and regulations for the subsurface ,
disposal of sewage. p
2. At least one access port over tank tees shall be accessible
within 6" of finish grade, with any remaining access ports brought
to within 6" of finish grade:
3. All components of the sanitary system shall be capable ofQD
withstanding H-10 loading unless they are under or within 10 ft
of drives or parking. H-20 loading shall be used under or within �, .e ,\ `
10 ft of drives or parking unless noted. Plastic equals may be
used in lieu of all recast units `
4. The excavator/ontractor shall verify the location of all site �� F+
utilities prior to any excavation, and shall be responsible for-
all �s�
matters relating to electric easements.
5. Sewer pipes shall be 4" Schedule 40 PVC laid at a min. 0.02 slope. C:) �
6. Any masonry units used to bring covers to grade shall be � �•. `
mortared in place. .� y �•. `�
7. F3nish grade shall have a minimum slope of 0.02 ft per foot.
27' .
i
T.
d w9
Soil Log
Performed By. S. Doyle
Date: fenuary 10, 2005
Pere Rate: G2 AOn/lnch
B.0.K: D. STAN7VN
TH 1 El 58.0' 011 TH 2 El 58.0' _0"
A- SL IOyr 312 A" SL IOyr 312
4" 4"
'B LS IOyr 414 B LS IOyr 414 40 0
"C." 36" (EL 55.0) pero C„ 36" (EL 55.0J
MED. IOyr 514 454- MED. IOyr 514
SAND SAND '
132" 132"
El 47 0' El 47.0'
t
-- Nil NW 21 P A 08 NIP
Inv•ur:eJ e�p4o eonbtm to to.OioaM,v!-d 1..A.A 1/ .. NIP KAREN S. HASKINS
�ym7eiA.•!or tM pl•o4bl r 4ne rw b ta.WmmmtarlfA .. .: CDUM:Y
Of J•p..cAu.etfa �'•�''F.i�.:Ol:it:: NJ A11C► F. BUCKIIR
. mod x�mamLoad jww NIP BARNSTABIB I10':SDIG AUTHORITY ,t
��1e t4t.1
�� sop
DIId8B L GARBR
is 10 � 292.e6 4 t
i
L FOl7 RSOfIDTRY V9E
NIP
pp p•.:,.e.�..,,.,, NIP
RAIPN R OALANT
S.O C T:.TB MAp
YARRiAT'1 CRADDOCA R - 18.60'
L
I
Xrzaera a � 4a6eo eq.fL LC• no.
g 40•4 201.06' '•.� en.w.F..w
.�� n.ee
ehe'a %.
60.00 4'
ucc17 cew t .
OV%RR APPISCA,\T. CB 7T•J. �O� q ?AY AFn
:,IIC:A:No ma ROSAR:A RASPATTE -u6 6
66 U:+:BTO\B WAY H 44't9' $
CE1.TERVIilA VA 02632 m 4:i : e2,ee7 q.R La ae.
`�
ZOIT:.\"G DL9TRIC.^• RY I tarp CA
w .', f.•.,e ca R
OP.0%;NDTATBR OVERLAY: •P 6e.060 teQ.ft. 1.9 ao. q F tq 4 0 ROBLRf CAN)
LOT AREA REQLOSED: 43,660 q.fi 1617 29.66
?, fetter p N R ,a
,A
WK. PROT:AGB REQUIRED: 150'
a mD N a: y.
SHAPE FACTOR COUP LINE �� to 01 S 40.00'• GRAPE TACIOR COUP LDIE
BU3DING SETBACKS: 1� Fd �e �ryr
15' SIDE T 6.'r V' 8* 962.a1 m emof&aeevi WU fM iir W fAr d�f6r
W REAR 19• 1 y 40' private
frods
PEUA DATA: S 40'41 g 4 12Aped .CE WAY g s N4711'06 E AI{Sbw r dei r ItA r Afemelarfea
ZOA'T :.00US DOFS NOT:i8 441a• Y' _ Cgy.t ,.n i• welved •�-17•Mom
1C A HOOD HAZARJ TANG �- 8 1
•ooda Baed�
ASSESSORS DATA: YAP 26. PARCIaS 3 It f, _ '00 16.00' .
n p`�2
1'0'rY.AREA TO BE FUBDITDRD - 11.21 ACd17< :. _____________ �� U N�y6.26•E 8 _.I64��*_.___"____- -
u - Ba6O4
rETf lll'D AREA 4000 p./t $ ��_.
/•,.:'•• xai _-L- .00' ____._.___/_ H� ,�py/p�/d the AIAC4r Ar/d
TOTAL LOTS ,BSIGNED - Y `w5°•x;t �� S . t29.fie' 261 2eG. / RO@&R' IBANIDt
Co FIND. L ! 7DIIV O/BARN9T.lBLS PLANNDYO 61DAIRD
PROPOSED LP. OF ROADWAY CO\S7RGC.70\ 602' 57,590 t eq.ft 1.3 eo. p42.36' GRAPE FACTOR COUP LBO ROSANH6 DE'm
9,.P.F«t. 14 g �.1 ,0
TSYP. rum-AROOND AREA 0040 ep.n %S ,7..e 00, t' au d fp�f6y S•»-^Aa so�n.e S•7fi• 1
lot,O
N6r RTAD/AY ARIA - 400P ofA ',` s�mn. Oronep.Fnw•,.nt -
30 w
0.1
91lBD/PA4l0N ITLB/T7ta s SHAPE PACTOR COUP ME 8 g&
AdM
S 40.44'ta • 43,610-q.ft 1.0•a.
LAG1fND• ° c S ao•4:ta' �4 17.75 70.e20 feotve ao. r
CB MUND !R - - L•
- ; tu7
m ce TO BE srT 3 a-;-' ;a4B' '• N III _
Tempornn Turn-Around Easement. 1SITIA ue aft covenant to De jabip At lve
q
66,608 t .q.ft 1.27 so.
�,A
< A. Saw fF.O. t p m
19.03
$ o$ Teo an � K '$ ? of not"of ahmponrT Turn-Around Beeem•nt-- l ?bun d A ,oofur
1 rol pba 6j fbe P1Lnafy 0-,d Au_
SHAPE FACTOR COUP LINE t - r ofAim and a notice of appool am
CB PA-D. TT7t ep n CB Tn. roeehed a ntrfylqq��the qm
fee llp* and dA
nL,a$ of A e/far etar?a t anndfgF
2 S 40•44•fY• • $ 43.660 eq.fL 1.0 ao.
5.74 L- IY.00' Saw feewr �K//f LJbSarbbfbs CYrt
S stet fan p IL04
•! B�,g w fv 8
� Ps
"Our"
..........
.
.....•.`A'.. o `�• i9� 46,098 t eq.lt 1.1 as
sry me �Z°a' 96 ' SOT (p 9 e Kn � RASPANTE ESTATES
"$ F w d w
o '•D00i4"' GRAPHIC SCALE
1✓T�� r E DEFINITIV SUBDIVISION PLAN OF LAND y a w a
SHAPE FACTOR COUP :D4 1 In
IN HARI-TST'AHLE, MASS
�.� '•..t N '`,4, CB FND. 40.5, 1 lees.4o M1
.,..� Prepared For
wq�j °*•.,� _•4 LUC IA NO RAShANZ'E
O P1 Scale: 1" 40' Date: APRLL 10. 2000
CB FUG. AUB�B GA1u�" .. .` prepared Dr.
NO. DATE DESCRIP17ON BY Stapp.e j• Die a� ~�
v e A 42 CanbrburF Tok�t�h51>�Mt��•oStrM16 OII670
MUTT—
taish tirade Al 585E 11°8" to 1/ 1!`asl�ed Stone 3" Thick
Patty's " .n r� �r 7 r i 5 � 5" 71MTM ,-w.- _
Pond r Fl"" �7� t�rn#sl. Grad 5�"
or AZ asetrs ---
e?chiar foaxa�e#kan ag 5' 55.0'
Brittany Dr. LNV �'� 'n 'fin ,4-+fix A ZVV �""'°'' S4.5� My BL �' �' ;814
a�-• -� � � 5c"-
"".-_. 54. ."a4.r"7' .ear ,,,= 54.1 � '-t tom`' at s
l�rnxl tat' 4"
4 HOW P)MMUTIL?N BOX
Locus i - ---- M.5'
PROPOSED LEACH TRNCH
PROPOSED 1500 cArLON f'1'�!Aar smom TA Fz"
Lovells
Pon
d Bottom of Deep Obserw�atiozr Hole � 4i:0'
1500 CALLON REINVRCED CONCR, , SEPTIC TANK
Minimum Construction Materials Per 310CMR 15_P26(R)Tae Add b Ground A'ater 44 0° (Ior. Poz�r1)
es shall] be constructed eat' Schedule 40 PfV and shall ext vd a PRECAST REINFORCED CONCRETE DI.STRI VTI0N BOX
mirzimurn of 6" above the flow .dine of the septic tank and'be on Install on a level base
C7 U. 1 1AI' the centerline of the septic tank located directly under the Knimurn wall thicknesrs J
128�
clean-out anhole� Minim.um inside dimension
The inlet pipe elevation shall be no less then S" nor more than 3" Cutlet inverts shall be equal to each other and at
above the invert elevation of the outlet pipe S., minimum below inlet invert
Septic tank shall be Installed level and true to grades on a level, The distribution lives from the distribution box shall all have 5g" 4
stable base that has been rrzeChanJ0aV7 compacted and on wizich
6" of crushed stone has been placed to ensure stability and the height of the distribution line invert after all lines have ` umlwr of ,ahees ' x
to prevent seattlilx�+: been sealed in place. Naex ber of a",�ami -3
Septic tank shall have a minimum cover of 90. Invert adfmtrnents ,shall be .made by filling with durable and PROPa5RD LEAW TRP°ffCLl -- END P7,W X T.s
Tavra 20" Ixarslzholes with readily removable impermeable corm, nondeformable .material permanently fastened teas the line or
of durable material shall be provided with access ports, Install Tbree 500 G&Uon Units
wtta� .weer :F�"eet of Stone- eat sides and Rods
outlet tee shall be equ.;pped with gas baffle.
ztir� 76
Darin Da ta: � �.
s
1='a•opased .System: Adl7�.t�. '�"'.,���'��
Three Bedrooms = 3 X 110 agpd 330 8pd Required Flory 74, �� `r'1�.�-n-Ar t
Te"� a ' ' ' ` .r ti ,dad I;xistixag
No Garbage Disposal \ w..,-_ _
Use: Chamber Trench 33..5 L x 12.831V x 2' AV/I78pttr ^vf1 `\` _' r "�r�:'��" -" G' basins
. .
[�,33 5' + 33 5' * JZ.83 -k 1.2.83] x 2.0 = 185 S � �
\\ \ _
33 5` x i,2.83 = 429 68
614 x e2 74 454 GPIs 7"otal Design 1F76x for Nerr System
\ ,;,� ,
33.74 eta6L0
62
\ .. �,.
52
56 oB\ ~\\ `\` �\ ..,`�`. �iCa \� < r' Nail in Stump
OT
50e9 54 `\ \ `\ \\ 'ti. \\ .. r 0 EI 7,9 55'
\ \ \
4f1,` Q�. 50 *\\\ \`\ \ \ �� t.. Datum. NCT
\ \ t*J
-�lP-- a
45 4 �sz• � \\\\\ 48.998.tsq.ft \\\ `\\\ �. ..:. ' Concrete t�S�
- - 1
ar4
44
\ \ '�. r 1 !
CLNF?e?AL t;C1NS'?"RUCTION NOTES � '' � � , ` ` \ � x 1 �5,f ,\ ci
1
1. A-11 the workmanship and materials shall conform to 1.3 E.P Title 5
te .42-
nd the Town of Barnstable rules and regulations for the subsurface ^\ \ `° �� `° \\ _ r..Concrete �r�`' A { 6+"9 � e Ili disposal of se wage. 0-0. �' _
Pry At least one access port over tank tees shall be accessible `\\ `\ p �� \ \\ \ c - -- _ ` + ASSESSORS 13ATA
r�ithin &" of fixaish grade, with any remaining access ports brought ` - 4% t?26-O
05
to within 6" of finish grade. 11.2 \ , r
3 All components of the sanitary system shall be capable of \ \y 7 xrahe,- Landscape -
withstanding H-10 loading unless they are under or within 10 1t nt ` �, �� \� Ta nsition Wall 5t'ei �- .� i Vie, \r r` 64 18150--A?73
of drives or parkf.u : H, G► loading slazzll be used under or rat hin � , � _......_,�.
10 ft of drives or parking unless noted Plastic equals may he .', •`,``� \° \ \\�A\ I6ll' _ ` 66 66
f
64 I�tfA LrATR• BONE' "C" � ".0"
used in lieu of all recast units •.• � • \ � :,-,,.•`'"4. The excavator shall verify the location of all site � � •''` \\1 ,° 5t^ 56 i EOE� 1Ia.�T11C,?� Ar
utilities prior to any excavation, and shell be respons%ble for +S \\ • ` 52 V' 1 / Ot IA. ,tl la^7'
all matters relating to electric ea,sementafi ` _ _ q. �-
\ ;,a. Sewer pipes shall be 4 Schedule 40 PVC laid at a min. 0 02
8G'IxdJING SETBACK°slope.
ea Any masonry units used to bring covers to grade shall be mortared in, place. i\
% - , SIDE ANDPa BAR 15,
° ��� D . 6()o 46
7 Finish gradeshall have a minimum shape of 0.0P ft per foot. � \•. - � �
46
J+ __ 44
®' r 42 ♦►�Ptit�of/vussSi♦� s� at'r ;. � t� �]-a C).2p .�.ea_n C 1
��\S'E.;Fv SG� s�ti� ass o .Prepared 117r. WO,9 Brittany, Drive
J. ti WILLIAM G
I \ ♦ STEPHEN ► ♦`S y
PerformedSoy g 40 �- o DOYLE ► LIEBERM,4N i �' `1"c Z .5° c ZZ Fu'
I3y S Doyley g?5w° ,. No 23971 I-. In
Data ry 10, 2005 : ��� �, oQ �� Afar 'tons A111ls, Massachusetts
faerc ate:Rate: -:5? Minffnch
&d7 K: D. STANTtJN ► ► :.` ` \C T N�r�,�,♦ Scale: 1' � 40' Late: laebruarT 16, e00 a
TH 1 El5a10 ®,r El 58 0' F p Z �(a w� LL �,e� Prepared Bg.
d" ;i .4'�'.ephen J; Doyle and A:ssocia tes
"A" SI., IOyr 31'2 ., "A" SL 10yr 312 � 42 Canterbury Lane.- F. FalmoutA YA 0.2538
4 Telephone 5"08 540-253,f
" GRAPHIC SCALE
IOyr 414 1Oyr 414 4a 0 20 40 act 9150
36"' (EL 55.0) Pere
la 36" (EL 55,n)
AM IOyr 514 m C54 MCK0 l0yr 514 nc. _T17=
,SAND SAND irrh = 40 i$
L7 47 0' El 47 0'
NO. DA 7E D-F CRIP770N BY
C5nnish Grade E•'1 58f 118" to 1 - !1asbed Stone 0 3" Mick
Pattys 8' � ]"
Pond w W� Ir5'
FYnish Grade PSI. 58tt 6_LetoAMd
Nekw,wIndation 85' El 55 0'
n Dr. roAft r�' axx IWVEzn' arR 52..17'
Ilritto y T yyL55 , .io,. r /_ _ S4.17" sf�'- r ` a +t 1y a}
tt aid rA. a se' 4 HOLE" Dlb".'lR)VV7 ON BOX 11 Ig
� Locus �
' PROPOSEW LEACH TRENCH
PROPOSED 1500 GALLON PIAS7',S'.CF7'I'C TANS"
Lovells
fi Pond .bottom of Deep Observation Hale ET 47 0'
1500 GALLON REIN RCEl1 COXCRAT.E SEPTIC TANK
Minimum Construction Materials Per 31OCNR 15026(,?) Adf Hgb Ground Water <E7 44.0' (lov Pond)
Tees shall be constructed of Schedule 40 PVC and shall extend a' PRECAST REINFORC&D CONCR= DISTRIBUTION BOA'
minimum of 6" above the Bow line of the septic tank and be on Install on a level base
the centerline of the septic tarn located dztrctI7 under they Minimum gall thickness 12BS
clean-out manhole. Minimum inside dimension IR"
The inlet pipe elevation shall be no less than 2" nor more than 3" Outlet inverts shall be equal to each other and at �- z4•
above the invert elevation of the outlet pipe. 2" minimum below inlet .invert 4
Septic tank shall be installed level and true to grade on a level, The distribution lines from the distribution box shaall' all haves 66- �
stable base that has been mechanically compacted and on which Number or Prncbes - t
6" of crushed stone has been placed to ensure stability and the height of the distribution line invert after all lines have Armber of Members .�
to prevent settling: been sealed in place.Septic tank shell have a minimum cover of 0. Invert adjustments shall be made by filling with durable and 1'IlOF066*D LFACH ?`t1F'NNG'lt _ END tBEYr N f"S
Two W" manholes with readily removable impermeable covers nondeformable material permanently fastened to the line or .install three 500 Gallon Units
of durable matey d shall be provided with access ports with Four Peet of Stone at Sides and Ends
The outlet tee shall be equipped vvit.b gas baffle.
, i �art 76
Des(ffn Da tam- f
Proposed System: � Facem��� �
Three Bedrooms = 8 X 110 gpd = 330 gpd Required hoar Un
F04"k�I Tern— ta
pad No Garbage Dispasel 72, - _ Existing
*` f �0e1�'3 s,
Use: Ct�axnber Trench 33.5`L �r 12.831F x 2' EYfj2lnpth 70 C basins
` S ' - -
j336' a 3 5" + 1283f 12.83Jx20 = 185 `� \
39,5' .x 1283 = 4eg 66
614 x G!74 454 GFD Total Design Flow far Near Sy e 6 '\4 �`\ �"^ �.•, "" _``_''i_� ``�"a
Nag in Stump
56
50 �c9 54\ 56,\ �\\ \` . _ "►i._� /! 55'
/
,52
46
`� �• 48.998 sq.ft \� `\ ` � .,.a� Ce�nnorett! 6a
Re Nn.1
44
GE'11ERAL CONSTRUCTION NOTES
1. All the vrorlxmanshlp and materials shall conform to PEP Title 5 �42__ �� � � `e e \ � _- �� e � � � 1 y t..,• �
and the Town of Barnstable rules and regulations for the subsurface e �
disposal of sewage. Q~w v' `. �� eee ee eee \\ Q?noretee ��,' � � 68 �
2 At least one access port over tank tees shall be accessible � `\ �� , e t x '
``. �.�\ e e ee ee e e� .�` .li�t�ria7g___v
within 6" of finish grader, with any remaining access ports brought ` e e e `` we 11 � �� �e '�
to within 6" of finish grade. e e �, ° ---------- ----
All _
3. components of the sanity Timber Landscape � eras � Rfa Rl�NOE DEED
I3 Sanitary system shall be capable of � q ee \ �\ .\112
withstanding H 10 loading unless they are under or within 10 ft � CI ' �� `� \ � � Transition I'aLl � ,�5 1 �--� � � 64
of drd s or parking: H 20 loading shall be used under or within �
10 ft of drives or parking unless noted. Plastic equals may he 180 \ 64 66 66 �tA DATA ?,ONF "C" & "8"
used in lieu of.all recast units ` ` ` `� _ -'" \\ e t
4. ?he excavatearlIc-on tractor shall verify the location of all site �` ' �`\ \`\ , ` e 56 58 ONIii'Y; L1t5"TI tC Rf
utilities prior to ,any exre ration, and shall be responsible for `' 0VWLA.Y DFSMC
.\\ \ �r `50 �a2 54 l' & RPOD
all matters relating to eleactrdc eaasemen tv. \ e '� - _ __ ,a g.A� 11LIIlD!?VG S TBACI3;5. Sewer pipes shall be 4" Schedule 40 PVC laid at a .Iron 002 slope. , � UWhVFRONT.�►�1
6 Any masonry units used to bring covers to grade shall lie ` e` � � - _ ,` � � ` S111E AND REAR 15'
mortared in place. � cy ";: `e _ ��� �
7 Knisl2 grade shall have a minimum slope of 0.0P ft per foot. �� eti` '��� �[�� ll��� X 48 • ,
.46
�jXAA
42 v►►P��H OF t?uss ��� d► <: Si tc l C>1`` Lem t
F�cyan !°►����'� ss o P rpared 147r P09 Brittany Drive
PSTEPHEN �� ♦��� 9�ti i
4;w9 i o �• N Q ��i[L)qM G , 'ram r i �c Z
Soil Lag \ " DOYLE ► �� ERM,NV i In
Perforxraed fay S Dafle 40 A c �� � � 239'1 �; >
Date: Jantaerp 10 Z005 : �0 =sstc `�Q : �}� * Afarstons A111.5, Afassaebusetts
Fero R te. CS ltfita/Itzch �►�q UF` �� ���?TER �k ,
90.IL L? .5°?'ANTON ► '^4L.rNI� Scale.• 1" = 40 Date: February 16 R005
TH I El 56.0' Q" TH 2 El 58 0' Prepared By
O" ,S'terphen J Doyle and Assoof a tes
E. .�mouO, AM 1J25.26
"A �,L 10yr 3,/2 4 "A" SL 1Clyr 3/,�0 42 Canterbury Lane,4" GRAPHIC SCALE Telephone; 5081540 2534
es..a 1®.Y7' 4../4 � 10yr 414 "�' o 20 40 80 test,
36" (EL 5.5.0) perc 36" (EL 550)
MED. IOyr x514 54" MED 10yr 5/4 ,•
SA.NTI SAND i Inch = 40 f t
E7 4 7 0' EI 47 0'
IVtD, i7ATE DEaCRIP77ON BY
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