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s� st• �+L� .F ..r.. ,r ':�. �: � ,i.t :>,. �- `7+' �•:.
.s .:fa.•. '��.." � � �:, a 1 ,roo -. .�:.¢7, � ::A»_.:r;,pr i ".... •� , ��''f .,!�" .�. 'ytik t. a. ',� .L' eil,, 'G. - 'It '+ 'i"'k:!i �'�} .f �:,,t� '�;''$rtan,.r
�9� .� ,. q,rat 'r 't `u t: 'lt. :'m'a' La rg =:� + '•dS ,:tl..7t. `tafr.{ r=a.
M :�u .�• .-I�. ta•L (_4�"�,y� vlrX ',J�• ',. �t d 'n ic(� r. d �:,,, R �: :,r" lld, a.a, •; Pd k':,:#1 i" � r. !
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u ,
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F
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map Parcel Permit# Kl_ 2 2
Health Division
t✓D 6 / � Date Issued
Conservation Division 131 Application Fee • 0
Iiw
Tax Collector Permit Fee _ �Q(
Tr(-*urer
Planning Dept. EXkM=
Date Definitive Plan Approved by Planning Board
UMITED TO
Historic-OKH Preservation/Hyannis
Project Street Address Uluf%^
Village Ce
Owner A WLL5 �+ c1 �1 Al
(—; (_ 5�- Address L� � �U' 1) 1-,
Telephone yi r
Permit Request \,J
Square feet: 1st floor: existing proposed (9 2nd floor: existing ,proposed �� Total new
Zoning District Flood Plain Groundwater Overlay
Project Valuation Construction Type W(3o
Lot Size L f 6 1 ,47 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation.
Dwelling Type: Single Family M Two Family ❑ Multi-Family(#units)
Age of Existing Structure d Historic House: ❑Yes I@ No ` On Old King's Highway: ❑Yes ®-No •r
Basement Type: ❑Full ❑Crawl -❑Walkout ❑Other
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft)
Number of Baths: Full: existing new Half: existing nevi E
Number of Bedrooms: existing new �_ 'j
Total Room Count(not including baths): existing new First Floor Room Count
Heat Type and Fuel: U Gas ❑Oil O Electric ❑Other
Central Air: ❑Yes U.No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ULNo
Detached garage:❑existing O new size Pool:❑existing ❑new size Barn:❑existing ❑new size
Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other:
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes ❑ No If yes, site plan review#
Current Use Proposed Use
1
BUILDER INFORMATION
Name C,,-K { Telephone Number Pdd 41-
Address ~. �ti License#
Home Improvement Contractor#
Worker's Compensation#
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE -DATE
FOR OFFICIAL USE ONLY
f v
ti
PERMIT NO.
DATE ISSUED
MAP/PARCEL NO.
ADDRESS VILLAGE
OWNER
DATE OF INSPECTION:
FOUNDATION f ^2- U
FRAME 0 d--1 i i Asia
INSULATION
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
.I
FINAL BUILDING
DATE CLOSED OUT
Q .
ASSOCIATION PLAN NO. 1
'� I
RESIDENTIAL BUILDING PERMIT FEES
APPLICATION FEE ,
New Buildings $100.00
Residential Addition $50.00
Alterations/Renovations $50.00
Building Permit Amendment $25.00 '
FEE VALUE WOFMHEET
i
NEyV LIVING SPACE �
l
` �q 2 2 6 2 square feet.x$96/sq.foot= ✓ x.0041=
plus frombelow(if applicable)
`t ALTERATIONS/RENOVATIONS OF EXISTING SPACE
square feet x$64/sq.foot= x.0041=
plus from below(if applicable)
GARAGES(attached&detached)_ai
L square feet x$3Vsq.ft.= 2 x.0041= 11 7
ACCESSORY STI; ICTURE>120.sq.ft. 1,4 4 5 9
>120 sf-500 sf $35.00
>500 sf-750 sf 50.00
>750 sf- 1000 sf 75.00
>1000 sf-1500 sf 100.00
>1500 sf-Same.as new building permit:
square feet x$96/sq.foot= x.0041=
STAND ALONE PERMITS .
Open Porch x$30.00=
(number)
Deck x$30.00=
(number)
FirepIace/Chimney x S25.00=
(number)
Inground Swimming Pool $60.00
Above Ground Swimming Pool $25.00
Relocation/Moving S150.00
(plus above if applicable) permit Fee
Projeast
Rev:063004
. i The Comm..
onwealth of Massachusetts'
•.
Department of Industrial Accidents'
_ O cl iffhWap 1m
600 Washington Street
- 1 Boston,Mass. 02111'.
Wor ers'; Com ensation.Insurance Affidavit-General Busineisis j
// re•:s'�°:sF.•I' F`+,i/+'. •;`isles,• '.Ta,f:-1aFr"T•ti.,. .... ."s �.a: '� ,•:~';a§� /
Zz/ti��lii^ a state ,r, ''8 a ziv' -
c
work site locatiozi full address):
❑ I am•a sole proprietor and have no one B4lsiness'Ipe. ❑Retail.❑RestaurantBai/Eatiug Establishment "
working in any capacity. ❑ ce❑ Sales(including-Real Estate,Autos etc,)'
m to er with ein'to ees(fuIl& art time: Other t-f'''L.�i!�
❑I am an e y
j//% %%/,M %/// %/%///%/%%%////%/%%///%%�%/%/%//%////%�%%////
I am an'capployer providing workers' compensation for my employees working on this fob..
. . .} .:S? ••',j l{,e'. :S••...' r:t'� '^'• 4 , _'' •T•/•: i `'.fjtt:r 'R. •�. .r
coin�ari '.name: ,:,:.: ., '� ,:: ;• ,. •J.L,;:J. ;.a_;, - • 1 .-•-- �.,; ,. .
:y ;"i' ..:;.c.i'! .,`p. •;rr..I:: a .da;• J.,!{'•'i't':nti. 11'•�t;.:!•'�'t: !'r'r. ..
address: ,i. :.i°• »• ,•,.,.-;::'r::q!lr •ri.;:'•:�' '-.
1 7
,•, •, .t: .,,.1:',Vi.r:'i., .,:: :y,+•:.7•' 'i.5' L ••.t .r�•::••1. :'{.�" ,i:.'• >.' ... -
fris'urarice.cirs
/ r
❑ I am a sole proprietor and have hired the independent contractors listed below who have ttie following workers'
.compensation polices:
e�' ^•i+ .�'�. •i+•'a '' +f iy4,:�t;'. •-r."::?'iy'''rK t..>,r;:,�,. �•[w':::j'.
COTII 8II 'II a: L•; t . ;,`.Y:J:1 ti.. y.:. i•
address:.
'1•J'; .•i•� i' :!1•••:} ;y�:'4'�;� '!:C�i r, •.i' ^a;:,• ',V.
•a: .1+ :'ef.,4�.;.L!i.: V •',r •i r. e - .,:' .1;�'�' c� [�'
At!'Jf'• '•}:'. •J' 't'" ••:IIr.J:: •.J'4'4' •i:'',-:1:
r' !r ::@.•;:�..': .;a� i,t;; t; ::olio :# '..t,.ol.�•, i `f't..J;.';'
co
coin ari• naate:.a. .. �', '1: . . 'l,�, ,'� �J :'
41
addf eis:. + >
Wi
• r� Y" f.; •art !•• 1••:. •t t fir.{ ,', ��'sf,•_y.::
insur-anceto
yanure to secure coverage as required under section 25A of MGL 152 can lead to the imposition of criminalpenaltiles of a fine up to S1,500.00 and/or
one years'imprisonment as well as civil penalties in the foim of a STOP WORK ORDER and a fine of 5100.00 a day against me. I understand that g
copy of this statement maybe forwarded to the Office of investigations of the DIA.for coverage verification..
I do hereby certify and thepains andpenaldes ofperjury.that the info rmation provided above is Prue and correct
Date
Signature
Phone :.
Print name '
a, - !
Y�official use only do not write In this area to be completed by city or town official
city or town, permit license it []Building Department-------
epartment ,
❑Licensing Board
❑'check if immediate response is required' ❑selectmen's Office
❑Health Department
phone#; Other
Ontaet er90n:
c p
J (mdsed Sept 2W3)
Inforniation and Instructions.
vlassachusetts General Laws ch�pter�152 section 25.requires all employers to provide workers' compensation for*their.
loyees. As quoted from the law", an employee is.defined as every person in the service'of another under any contract
lie oral or written.
)f hire; express or ir:aP . 'd;
An employer is defined as individual,partnership, association, corporation or other legal entity, or any two or more of
the foregoes engaged in a joint enferprise, and including the legal representatives of a deceased,mVloyer, or the receiver or
trustee of an individual,partnership,, association or other legal entity, employing employees. 'However the owner of a
dwelling house ha`?mg not,more than three apartments and-who resides therein, or the.occupant of the dwelling house bf -
another who erraploys p�sbriss to do. naintena.pce, consliuction or repair work on such dwelling house or on the grounds or
build g appurtenant thereto shall not because of such.employment.be deemed to be m 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 pernut to operate a business or to construct buildings in the.commonwealth for any applicant who has
not produced acceptable evidence of compliance with the Ito an e contract for the performance of public work until
commonwealth nor.any.of its political subdivisions shall e y
of compliance with the insurance requirements of this chapter have been presented to the contracting
acceptable evidence
authority.
Applicants
Please fill in the workers'compensation affidavit completely,by checking the box that applies to your situation.;Please
d hone numbers along with a certificate of insurance as all affidavits may be submitted
supply company name, address an p g
o the Departrnent of Industrial Accidents-for confirmation of insurance coverage. Also'be sure to sign and date the
The affidavit should be returned to the city or townthat the application for the pewit or license is being.
affidavit : .
requested, not the Department of Industrial Accidents. Should you have any questions regardir 'the"law _or if you ate
required to obtain a.workers'.compensation policy,please call the Department at the number'listedbelow.-
City or Towns .
Pleasebe sure that the affidavit is complete and.printed legibly. The Department has provided a space at the bottoni of the
fill out in the event'the Office of Investigations has to contact you regarding the applicant. Please
' for you to fi
t
davi
affi Y `ch be used as a reference number. The.affidavits,may:be.returned to
't/licens.e number.wln will •
in the earn
be sure to fill p been made.
the D ep artment by,mfi or FAX unless other arrangements have
anon and should-you have an .'uestions
advance for you co er Y - Y q
The Office of Investigations would like to thank yru in 2 y op
please do not hesitate to give us a call.-
address,telephone and fax number:
The Department's ,
The Commonwealth Of Massachusetts
Department of Industrial Accidents
gttke of�esff>�atlens .
600 Washington Street
Boston,Ma. 02111
fax#: (617)727-7749
phone#: (617) 727=4900 ext:406
To Am of Barnstable
• DY•fNE t0�, .
Regulatory Servides,
a�e ThomasF.Geller,Director
s6�9• k��� Building Division
tED hSP'�
Tom ferry,Building Commissioner
200 Main Street, Hyannis,MA 02601
Office; 508-862.4038 Fax; 508-790-6230
Permit no. ---
Data '
AFM AVIT
RObM IMPROVEMENT CONTRACTOR LAW
SUPPLEMENT TO PERMIT APPLICATION
MQL e.142A requires that the"reconstruction,alterations,renovation,repair,modernization:,conversion,
•improveraent,removal,demolition,or construction of an addition to any pre-existing owr;er-occupied
bu0ding containing at least one but not more than four dwelling units or to structures which are adjacent to
such residence or building be done by registered contractors,with certain exceptions,along via other
requirements, ;
• Type of Work: "Estim4ted Cost ✓ �(J
Yp
• - Address of Work:
Owner's Nance: •G` ' /
f,
Date of Application.:` '
I hereby certify that:
Registration is not required for the following reason(s):_ '
(]Work excluded bylaw
• ❑Job Vnder�I,004
[]Building not ovner-occupied
[ Owner pulling OWn.permit ,
Notice is hereby given that:
• OVMRS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED
CONTIaCTORS FOP,A.PPLIC4LE HOME IMPROVEMENT WORKDO NOT RM
ACCESS TO THE ARBITRATION PROGRAM OR GUARANTX I+'[FND UNDER MGL c.r42A,
SIGNED UNDBRPBNALTIMS OF PERJURY
I hereby apply foi a permit as the agent of the owger: '
Date Contractor Name RegistraEion No.
j OR
Owner's Name
i
oFfHETOi,� The Town of Barnstable.
P� O
BARN STABLE.
MABS. a Department of Health Safety and Environmental Services
a39• `0m
pTFDMP�a Building Division .
367 Main Street,Hyannis,MA 02601
Office: 508-862-4038
Fax: 508-790-6230
PLAN REVIEW
Owner: l Map/Parcel: (9 U �l
Project Address: AAA UIi-� I J Y Builder: b w
The following items were noted on reviewing:
L 12,`J C
C° e fir- r �L �n Y P
�J r Ct IC I Y)
o� � 0- YLYY\ vY ,
Reviewed by: ya, V-"
Date: / 0
q:building:forms:review
f
oF. ire Town of Barnstable
Regulatory Services
BARNSTABLE, : Thomas F.Geiler,Director
v� MAS& g
p i639• A.� Building Division
rFD MA't
Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-8624038 Fax: 508-790-6230
HOMEOWNER LICENSE EXEMPTION
JJ ] Please Print
DATE: l l C /d y
JOB LOCATION: J S t 1 III 0 Df :1 ` c f' I,
number street village
"HOMEOWNER': orlc e, 5e--7 -2 7�<3;- 'y 2T
name home phone# work phone#
CURRENT MAILING ADDRESS:
CC
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 not be considered a homeowner. Such
"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/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 Town of Barnstable Building Department
minimum ins ection procedures and requirements and that he/she will comply with said procedures and
requir. �-
Signature f Homeowner q.
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
u
i I I
MAScheck COMPLIANCE REPORT I
Massachusetts Energy Code I Permit # I
MAScheck Software Version '2.01 Release 3 I I
" I
1 Checked by/Date
CITY: Barnstable
STATE: Massachusetts
HDD: 6137
CONSTRUCTION TYPE: 1 or 2 Family, Detached
HEATING SYSTEM TYPE: Other (Non-Electric Resistance)
DATE: 12-10-2004
PROJECT INFORMATION:
GARAGE AUTUMN DRIVE CENTERVILLE
COMPANY INFORMATION:
JAMES ELDRIDGE
COMPLIANCE: Passes
Maximum UA = 151
Your Home = 148
Area or Cavity Cont. Glazing/Door
Perimeter R-Value R-Value U-Value UA
----------------------------------------------i--------------------------------
CEILINGS 768 10.0 0.0 27
WALLS: Wood Frame, 16" O.C. 652 13.0 0.0 53
GLAZING: Windows or Doors 96 0.330 32
FLOORS: Over Unconditioned Space 768 19.0 0.0 36
COMPLIANCE STATEMENT: The proposed building design described here is
consistent with the building plans, specifications, and other calculations
submitted with the permit application. The proposed building has been
designed to meet the requirements of the Massachusetts Energy Code.
The heating load for this building, and the cooling load if appropriate,
has been determined using the applicable Standard Design Conditions found
in the Code. The HVAC equipment selected to heat or cool the building
shall be no greater than 125% of the design load as specified in
Sections 780CMR 1310 an J4.4.
Builder/Designer Date
F-l.- � u fit .t�� Daniel E. Braman, P.E.'
9-S ��!� �. 189 Harbor Point Rd
-Cummaquid MA 02637-0361
�►s�'E GZ-V t�-�-ram: �,.�
aE t cD 5
� o S vc
--�
l
Lt.,j t-.L. Y- f c G 4-0 .Q
U S 4--x 48 o+2_ L1c1 -o
c twA nston5 4 tF�-Zr �4r-c-m
2w
E3tAN
CA STRUCTURE .y
`� N 36595 "'
RAMSBEAM V2 . 0 - Gravity Beam Design
LAensed to: Dan Braman, P.E.
Job: Eldredge Res. Centerville Steel Code: AISC 9th Ed.
SPAN INFORMATION:
Beam Size (User Selected) = W14X48 Fy = 36. 0 ksi
Total Beam Length (ft) = 28 . 00
Top Flanae Braced By Decking
LOADS: Self Weight = 0 . 048 k/ft
Line Loads (k/f t) .
Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LLl LL2
0. 00 28 . 00 0 . 240 0 . 240 0 . 000 0 . 060 0 . 640 0. 640
SHEAR: Max V (kips) = 12 . 99 fv (ksi) = 2 . 77 Fv = 14 . 40
MOMENTS:
Span Cond Moment @ Lb Cb Tension Flange Comp Flange
kip-ft ft ft fb Fb fb Fb
Center Max + 90 . 9 14 . 0 0 . 0 1. 00 15. 52 24 . 00 15. 52 24 . 00
Controlling 90 . 9 14 . 0 0 . 0 1. 00 15 . 52 24 . 00 --- ---
REACTIONS (kips) : Left Right
DL reaction 4 . 03 4 . 03
Max + LL reaction 8 . 96 8 . 96
Max + total reaction 12 . 99 12 . 99
DEFLECTT_ONS:
Dead load (in) at 14 . 00 ft = -0 .283 L/D = 1187
Live load (in) at 14 . 00 ft = -0 . 629 L/D = 534
Total load (in) at 14 . 00 ft = -0 . 912 L/D = 368
RAMSBEAM V2 . 0 - Gravity Beam Design
Li-.ensed to: Dan Braman, P.E.
Job: Eldredge Res. Centerville Steel Code: RISC 9th Ed.
SPAN INFORMATION:
Beam Size (User Selected) = W16X40 Fy = 36. 0 ksi
Total Beam Length (ft) = 28 . 00
Top Flange Braced By Decking
LOADS: Self Weight = 0 . 040 k/ft
Line Loads (k/ft) :
Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2
0 . 00 28 . 00 0 . 240 0 . 240 0. 000 0 . 000 0. 640 0 . 640
SHEAR: Max V (kips) = 12 . 88 fv (ksi) = 2 . 64 Fv = 14 . 40
MOMENTS:
Span Cond Moment @ Lb Cb Tension Flange Comp Flange
kip-ft ft ft fb Fb fb Fb
Center Max + 90 . 2 14 . 0 0. 0 1 . 00 16. 72 24 . 00 16. 72 24 . 00
Controlling 90 . 2 14 . 0 0 . 0 1 . 00 16. 72 24 . 00 --- ---
REACTIONS (kips) : Left Right
DL reaction 3 . 92
Max + LL reaction 8 . 96 8 . 96
Max + total reaction 12 . 88 12 . 88
DEFLECTIONS:
Dead load (in) at 14 . 00 ft = -0 .258 L/D = 1303
Live load (in) at 14 . 00 ft = -0 . 589 L/D = 570
Total load (in) at 14 . 00 ft = -0 . 847 L/D = 397
[
�
noisw BC CALC@ 2003 DESIGN REPORT - US Wednesday, February O9,200511:38
� Single 11 7/8 , 13CIO 450s SP File Name: 8CCALC Project:J01
Job Name: Jamie EldDescription:TYPICAL JOIST DESIGN
*uumas: 15 Autumn Drive Specifier:
.Z]pComom|le. MA Designer: Joe Madera
Customer: Company: Shepley Wood Products
Code reports: NER584 |CBO52O8 Mi
Ak
B0. 1-3/4^ 81. 1-3/4^
427lbsLL *27umLL
107lbsDL 107lbmoL
Total Horizontal Length'1O-0O-0O
General Data Load Summary
Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur.
o Standard Load un,.xreu Lon v»uuuu /6-00-00 Live 40psx 16' 100m
Member Type: Joist Dead 10pof 16" 80%
Number ofSpans: 1
Left Cantilever: No Controls Summary
Right Cantilever: No Control Type Value %AJ|oxmab|e Duration Load Case Span Location
Slope: 012 Moment 2153#'|ba 51.496 10096 2 1 'Internal
Neg.Moment Oft-|bs ma 10096
oc Spacing: 16^ End Reaction 533|bo 44.4.& 100Y6 2 1 'Loft
««p:«o°u: `«o Total Load DeH. U884(0201^) 35.1% 2 1
Construction Type:Glued Live Load DeO. U855(O�225) 5O.2Y6 2 1
MuxDeO. O281^ 281Y6 2 1
Live Load: *0 psf Span/Depth 162 ma 1
Dead Load: 10 ps(
Partition Load: Opsf Notes
Duration: 100 Design meets Code minimum(L/240)Total load deflection criteria.
Design meets User specified(L/480)Live load deflection criteria.
Disclosure
The oomp��neooand acou�cyof x �mmum~�����eets --�—' (1")----'-- -ad --- --ction — �
the input mm$boveh§odbyanyone M�kn bearing ~� �� �� ��
� ~length ��
�hnwou ' Horizontal Span bength(s)~Clear Span+1/2 min.end bearing+1/2 intermediate bearing
evidence of suitability for a
particular application. The output
above isbased upon building
code-accepted design properties
and analysis methods. Installation
of BOISE engineered wood
products must"e..accordance '
with the current Installation Guide
and the applicable building codes.
To obtain on Installation Guide nrif
you have anyquoodono. please call
(8OO)232'O7DD before beginning
product installation.
BCCALCO. 8CFRAMER@. BCI8,
� BC RIM BOARDn°. BCOGBRIM
�
— sO|GsGLULAM`°
- '`- 'M@.VER8&'R|MO.�
VERSA-RIMPLUS@.
VERSA-STRAND~
AJ STm are trademarks of
Boise Cascade Corporation.
- .
Page 1 of 1
^
I
`QFtHE Town of Barnstable
BARNSTABLE. ' Regulatory Services
MASS.
039• �0 Building Division
prEO MPS a.
200 Main Street,Hyannis,MA 02601
Office: 508-862-4038
Fax: 508-790-6230
5
Inspection Correction Notice
t
Type of Inspection rZ,-JA L
Location 1 S At4T14 N rJ D a Permit Number
Owner Builder
One notice to remain on job site, one notice on file in Building Department.
The following items need correcting:
0 F-TPE STAPF-RA'riam Musrt eF -a:N GAOGE
2
E-Lob2 PLAr,�s N EFbEb
U
ft�o C >E PT. 5TGN a EE N F Eb E-b
A P PL'! F-0 R- N C w P F R mr-TT F-6 2 U Y 57A-3--k S I3T)► )-n
Vol,/
Please call: 508-862-4038-for re-inspection.
Inspected by ),A
Date I 0 111
BOISE" BC CAME)2003 DESIGN REPORT - US Thursday, February 17,2005 09:17
Triple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: J Eldredge Autumn Dr.BCC: RB04
Job Name: Jamie Eldredge Description: ROOF RAFTER SUPORTING ROOF HEADER
Address: 15 Autumn Drive Specifier:
City,State,Zip:Centerville, MA Designer: Joe Madera
Customer: Company: Shepley Wood Products
Codeteports: ICBO 5512, NER 629 Misc:
�I 9
12
1
a
BO 131
1494 Ibs LL 1744 Ibs LL
984 Ibs DL 1129 Ibs DL
Total Horizontal Length-13-00-00
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 13-00-00 Live 0 psf 01-00-00 115%
Member Type: Roof Beam Dead 0 psf 01-00-00 90%
Number of Spans: 1 1 HEADER Conc. Pt. Left 07-00-00 07-00-00 Live 3238 Ibs n/a 115%
Left Cantilever: No Dead 1885 Ibs n/a 90%
Right Cantilever: No
Controls Summary
Slope: 9/12 Control Type Value %Allowable Duration Load Case Span Location
Tributary: 01-00-00 Moment 16910 ft-Ibs 70.2% 115% 2 1 -Internal
Neg. Moment 0 ft-Ibs n/a 100%
End Shear 2859 Ibs 25.8% 115% 2 1 -Right
Total Load Defl. U227(0.861 ) 79.3% 2 1
Live Load: 0 psf Live Load Defl. U369(0.529") 65.0% 2 1
Dead Load: 0 psf Max Defl. 0.861" 86.1% 2 1
Partition Load: 0 psf
Duration: 115 Slope and Cut Length
Disclosure End Condition Slope Facia Depth Horiz. LengtlProduct Length
The completeness and accuracy of Plumb Cut with Hanger to dbl.top plate 9/12 11-7/8" 13-00-00 16-10-02
the input must be verified by anyone Notes
who would rely on the output as Design meets Code minimum(U180)Total load deflection criteria.
evidence of suitability for a Design meets Code minimum(U240)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 131 is 1-1/2".
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
with the current Installation Guide Connection Diagram
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 Nailing schedule applies to both sides of the member.
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: 16d Sinker Nails
BC CALC®, BC FRAMER®, BCI®,
BC RIM BOARD TM, BC OSB RIM a=2' d
BOARDT- BOISE GLULAMT. b=3'
VERSA-LAM®,VERSA-RIM®, c=2-3/4" a
VERSA-RIM PLUS®, d= 12" • T
• • /
VERSA-STRAND TM, e=3" o o j
VERSA-STUD®,ALLJOIST®and C
AJSTm are trademarks of
Boise Cascade Corporation. 'Vo
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I
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Page 1 of 1
s01$E- BC CALC®2003 DESIGN REPORT - US
Thursday, February 17,2005 09:20
Triple 1 3/4" x 11 7/8" VERSA-LAM® 3100 SP File Name: J Eldredge Autumn Dr.BCC: RB03
Job Name: Jamie Eldredge Description: ROOF HEADER
Address: 15 Autumn Drive Specifier:
City,State,Zip:Centerville,MA Designer: Joe Madera
Customer: Company: Shepley Wood Products
Code reports: ICBO 5512, NER 629 Misc:
�0 n�
12 \4/
\3/
1 2
Standard Load-30 psf 115 psf Tributary 12-06-00
zr i , z,
,l
BO
B1
3238 lbs LL 3238 lbs LL
1920 lbs DL 1920 lbs 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 30 psf 12-06-00 115%
Member Type: Roof Beam Dead 15 psf 12-06-00 90%
Number of Spans: 1 1 Trapezoidal Left 00-00-00 Live. 90 plf n/a 115%
Left Cantilever: No 06-00-00 Live 0 plf n/a 115%
Right Cantilever: No 00-00-00 Dead 45 plf n/a 90%
06-00-00 Dead 45 plf n/a 90%
Slope: 0/12 2 Trapezoidal Right 00-00-00 Live 90 plf n/a 115%
Tributary: 12-06-00 06-00-00 Live 0 plf n/a 115%
00-00-00 Dead 45 plf n/a 90%
06-00-00 Dead 45 plf n/a 90%
3 r1 Conc. Pt. Left 06-00-00 06-00-00 Live 385 lbs n/a 115%
Live Load: 30 psf Dead 209 lbs n/a 90%
Dead Load: 15 psf 4 v1 Conc. Pt. Left 06-00-00 06-00-00 Live 525 lbs n/a 115%
Partition Load: 0 psf Dead 315 lbs n/a 90%
Duration: 115 5 v2 Conc. Pt. Left 06-00-00 06-00-00 Live 525 lbs n/a 115%
Dead 315lbs n/a 90%
Disclosure
The completeness and accuracy of Controls Summary
the input must be verified by anyone Control Type Value %Allowable Duration Load Case Span Location
who would rely on the output as Moment 18610 ft-lbs 50.7% 115% 2 1 -Internal
evidence of suitability for a Neg.Moment 0 ft-lbs n/a 100%
particular application. The output End Shear 4456 lbs 32.1% 115% 2 1 -Left
above is based upon building Total Load Defl. U471 (0.306") 38.2% 2 1
code-accepted design properties Live Load Defl. U755(0.191") 31.8% 2 1
and analysis methods. Installation Max Defl. 0.306" 30.6% 2 1
of BOISE engineered wood
products must be in accordance Notes
with the current Installation Guide Design meets Code minimum(U180)Total load deflection criteria.
and the applicable building codes. Design meets Code minimum(U240)Live load deflection criteria.
To obtain an Installation Guide or if Design meets arbitrary(1")Maximum load deflection criteria.
you have any questions, please call Minimum bearing length for BO is 1-1/2".
(800)232-0788 before beginning Minimum bearing length for 131 is 1-1/2".
product installation. Member Slope=0,consider drainage.
BC CALC®, BC FRAMER®, BCI®, Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing
BC RIM BOARDTm, BC OSB RIM
BOARD T-, BOISE GLULAMTm,
VERSA-LAM®,VERSA-RIM®,
VERSA-RIM PLUS®,
VERSA-STRAND T^"^,
VERSA-STUD®,ALLJOISTO and
AJSTm are trademarks of
Boise Cascade Corporation.
Page 1 of 2
,r -
BOISE" BC CALC® 2003 DESIGN REPORT - US Thursday, February 17,2005 09:20
Triple 1 3/4" x 11 7/8" VERSA-LAM® 3100 SP File Name: J Eldredge Autumn Dr.BCC: RB03
Job Name: Jamie Eldredge Description: ROOF HEADER
Address: 15 Autumn Drive Specifier:
City,State,Zip:Centerville,MA Designer: Joe Madera
Customer: Company: Shepley Wood Products
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" — • —r • •
e=3" o
C
e o o /
-� b
Page 2 of 2
L
BOISE- BC CALC®2003 DESIGN REPORT - US Thursday, February 17,2005 09:18
Triple 1 3/4" x 11 7/8" VERSA-LAM® 3100 SP File Name: J Eldredge_Autumn Dr.BCC: FB02
Job Name: Jamie Eldredge Description: BEAM SUPORTING EXISTING STRUCTURE
Address: 15 Autumn Drive Specifier:
City,State,Zip:Centerville,MA Designer: Joe Madera
Customer: Company: Shepley Wood Products
Code reports: ICBO 5512, NER 629 Misc:
a
1
3
2
Standard Load-40 psf 1 10 psf Tributary 06-00-00
F ��... t"
011
3
BO B1
4680 Ibs LL 4680 Ibs LL
2445 Ibs DL 2445 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 06-00-00 100%
Member Type: Floor Beam Dead 10 psf 06-00-00 90%
Number of Spans: 1 1 ext wall Unf. Lin. Left 00-00-00 12-00-00 Live 0 plf n/a 90%
Left Cantilever: No Dead 60 plf n/a 90%
Right Cantilever: No 2 attic Unf.Area Left 00-00-00 12-00-00 Live 20 psf 06-00-00 100%
Dead 10 psf 06-00-00 90%
Slope: 0/12 3 main roof Unf.Area Left 00-00-00 12-00-00 Live 30 psf 13-00-00 115%
Tributary: 06-00-00 Dead 15 psf 13-00-00 90%
4 new roof Unf. Lin. Left . 00-00-00 12-00-00 Live 30 plf n/a 115%
Dead 15 plf n/a 90%
Live Load: 40 psf Controls Summary
Dead Load: 10 psf Control Type Value %Allowable Duration Load Case Span Location
Partition Load: 0 psf Moment 21376 ft-Ibs 58.2% 115% 3 1 -Internal
Duration: 100 Neg.Moment 0 ft-Ibs n/a 100%
End Shear 5950 Ibs 42.9% 115% 3 1 -Left
Disclosure Total Load Defl. U381 (0.378") 63.0% 3 1
The completeness and accuracy of Live Load Defl. U580(0.248") 62.1% 3 1
the input must be verified by anyone Max Defl. 0.378" 37.8% 3 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(U360)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 1-5/8".
of BOISE engineered wood Minimum bearing length for B1 is 1-5/8".
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. Connection Diagram
To obtain an Installation Guide or if Consult project design professional of record or BOISE technical representative for connection design
you have any questions, please call Nailing schedule applies to both sides of the member.
product
installation.0788 before beginning Member has no side loads.
produ
BC CALC®, BC FRAMER®, BCIG, Connectors are: 16d Sinker Nails
BC RIM BOARD TM BC OSB RIM a=2„ d
BOARD TM, BOISE GLULAMTM b=3"
VERSA-LAM®,VERSA-RIM®, c=4„ a
VERSA-RIM PLUS®,
VERSA-STRAND TM, e=32 —� —• o �• ° • /
VERSA-STUD®,ALLJOISTO and
AJSTm are trademarks of C
Boise Cascade Corporation.
• �•
e ° °
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Page 1 of 1
BOISE- BC CALC®2003 DESIGN REPORT - US Thursday, February 17,2005 09:17
Single 11 7/8" AJSTm 20 MSR File Name: J Eldredge_Autumn Dr.BCC:J01
Job Name: Jamie Eldredge Description:TYPICAL JOIST DESIGN
Address: 15 Autumn Drive Specifier:
City,State,Zip:Centerville, MA Designer: Joe Madera
Customer: Company: Shepley Wood Products
Code reports: ISR-1144 Misc:
Standard Load-40 psf 110 psf OC Spacing 16"
ART01*1
Ak
BO, 1-1/2" B1, 1-1/2"
427 Ibs LL 427 Ibs LL
107 Ibs DL 107 Ibs DL
Total Horizontal Length-16-00-00
General Data Load Summary
Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur.
S Standard Load Unf.Area Left 00-00-00 16-00-00 Live 40 psf 16" 100%
Member Type: Joist Dead 10 psf 16" 90%
Number of Spans: 1
Left Cantilever: No Controls Summary
Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location
Moment 2133 ft-Ibs 48.5% 100% 2 1 -Internal
Slope: 0/12 Neg. Moment 0 ft-Ibs n/a 100%
OC Spacing: 16" End Reaction 533 Ibs 46.6% 100% 2 1 -Left
Repetitive: Yes Total Load Defl. L/751 (0.256") 32.0% 2 1
Construction Type:Glued Live Load Defl. U939(0.205") 51.1% 2 1
Max Defl. 0.256" 25.6% 2 1
Live Load: 40 psf Span/Depth 16.2 n/a 1
Dead Load: 10 psf
Partition Load: 0 psf Notes
Duration: 100 Design meets Code minimum(U240)Total load deflection criteria.
Disclosure Design meets User specified(U480)Live load deflection criteria.
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 by anyone Minimum bearing length for 61 is 1-1/2".
who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing
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 CALC®, BC FRAMER®, BCI®,
BC RIM BOARD M, BC OSB RIM
BOARD TM, BOISE GLULAMM
VERSA-LAM®,VERSA-RIM®,
VERSA-RIM PLUS®,
VERSA-STRANDTM
VERSA-STUD®,ALLJOISTO and
AJSTm are trademarks of
Boise Cascade Corporation.
Page 1 of 1
SMOKF DETECTO REVIEWED
d
NS UILDING EPT. DATE
FIRE DEPARTMENT DATE
BOTH SIGNATURES ARE REQUIRED FOR PERMITTING
IMPORTANT - UPGRADE REQUIRED
STATE BUILD
ING
G CODE REQUIRES THE UPGRADING OF
SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN
ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED.
NOTE. A SEPARATE PERMIT IS REQUIRED FOR THE J
'Tt
INSTALLATION OF SMOKE DETECTORS—THE ELECTRICAL
PERMIT DOES NO1 SATISFY THIS REQUI ENT• , ,
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oute 28
R
4
Q Autumn
)
� Drive LOCUS
North Vo
Pond d
' W
Bumps
Scudder
Bay
A UTUjjN DRI _11E
_ _ Pave-._._.-. -
Ed�e ._._._.-.- --- _ - - - - �\ i
N86 57'40T ;
114.00
CB j
FND ! j
429, LOT 56 ! `,
i
i
18,147fsq.ft. i i
Assessors Data:
!� .p 167-004
j o Locus not in a i flood hazard zone. v h,
i
ti
Reference Plan: rN
w % !� 31043A
o Zoning District. RC
31.0' i
34.0" i 0 verlay. AP
o :._ Existing Dwelling #.5 i
W, Existing i
Pa ved
i
Drive �
GRAPHIC SCALE
Existing !1 20 0 10 20 40 80
Deck i
1
10.9' '" ( IN FEET )
1 inch = 20 ft.
EXISTING
CONCRETE 4,
FOUNDATION r-t
ti
65.0
6.93'
37.4' Foundation Certification Plan
Prepared For.-
THE ELDREDGE RESIDENCE
CB 118.00 In
FND S86 5740"W
Centerville, Massachusetts
Scale: 1" = 20' Date: August 2, 2005
AA Prepared By.
Stephen J. Doyle and Associates
►��a���tMyr!`��s,9^� 42 Canterbury Lane, E. Falmouth, MA 02536
Telephone: 5081540-2534
i o STEPHEN�
N 10. Ra vi — iorz Bloc
4 DOYLE
♦
♦ �Ci J
NO. DATE DESCRIPTION
28
Autumn
o Dylve
LOCUS
North
Pond
BUMP'
udder
Bey
LO C' US MAP
A U T[Ul DRIVE
VIN
40 42
Pe v_e
_0_
40
'407 '
N86 57
' 114.00 :: <4
FAD
42 --- 40.9'
► ;:_ :i o
44 o Assessors Da ta:
:.. 4
+ '' 167-004
4 AN. o
'40, Locus not in a flood hazard zone.
-" sr.o Reference Plan:
31043A
o .o' Existing Dwelling #15 Exxissting ':�4
44 paved � ._ Zoning District: RC
Drive 0 verlay AP
LOT 56 . -
1,xisting Deck
I 18,147�.-sq.ft. i Drives •-... :__._:---_..•:;z:.a:
....cr......::•:c:::•::aiii
i
: Proposed
Garage g P1 o f PI a n o f Ea n d
:::..
_ Prepared o, For-
..... r-
-- .: ::.::.
` -' 38THE ELDR.EDGE RESIDENCE
GRAPHIC SCALE ea lom to shed In
B93 Centerville, Massa ch use t is
20 0 10 20 40 W
Scale: 1" = 20' Date: November 6, 0004
...
IN FEET
Prepared By
1 inch = 20 ft ,` 42 I ; Stephen J. Doyle and Associates
44 i........................ 42 Canterbury Lane, E, Falmouth, MA 02536
,
Telephone: 5081540-2534
i �► 40 - 36 A.. R
118.00 I
FND 58657'40"W
I
! i I 36 0'� �H r- ? ®,,tee
38 a o� �C cR��
STEPHEN
A�o DOYL -
�/559
NO. DATE DESCRIPTION BY