HomeMy WebLinkAbout0092 MAIN STREET (COTUIT) ..
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Town of Barnstable *Permit#
Regulatory Services leire
s6 t fr�niss
Richard V.Scali,Director °
zb� � `� W
Building Division '
Paul Roma,Building Commissi4
200 Main Street,Hyannis,MA 02601 P-# � �:
www.town.bamstable.ma.us
Office: 508-862-4038 �Fax.: 08-790-6230
EXPRESS PERMIT APPLICATION - RESIDENTIAL
Not Valid without Red X-Press Imprint
Map/parcel Number
Property Address �� (/I�RZ
Residential Value of Work$� Minimum fee of$35.00 for work under$6000.00
Owner's Name&Address C� �fZ/.._z
ham. �
Contractor's Name /�6, // �✓/ Telephone Number(//_ /erg
Home Improvement Contractor License#(if applicable) /$l'lail:
Construction Supervisor's License#(if applicable)
VCrkman's Compensation Insurance
Check one:
❑ I am a sole proprietor
❑
Yam the Homeowner
I have Worker's Compensation Insurance
Insurance Company Name
Workman's Comp.Policy#
Copy of Insurance Compliance Ce ificate must accompany each permit.
Permit Request(check box)
❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to
Ye-side
roof(hurricane nailed)(not stripping.`Going over existing layers of roof)
❑ Replacement Windows/doors/sliders.U-Value (maximum.32)#of windows
#of doors:
•Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc.
***Note: Property Owner must sign Property Owner Letter of Permission.
A copy of the Home I provement Contractors License&Construction Supervisors License is
equire
SIGNATURE:
71
C:\Users\decollik\Ap at,\Local\Microsoft\Windows\rNetCache\Content.Outlook\L7U69LF2\EXPRESS(2).doc
01/25/17
TRAM/ ELGRSJ, WORKERS COMPENSATION
AND
EMPLOYERS LIABILITY POLICY
TYPE AR INFORMATION PAGE WC 00 00 01 ( A)
e ;
POLICY NUMBER: (6HUB-4861 P48-8-16)
RENEWAL OF (6HUB-4861P48-8-15)
INSURER: THE TRAVELERS INDEMNITY COMPANY OF AMERICA
NCCI CO CODE: 13439
INSURED: PRODUCER:
DANFORTH, JAMES DBA PAUL PETERS AGENCY INC
JAMES DANFORTH REMODELING 680 FALMOUTH ROAD
PO BOX 973 MASHPEE MA 02649
COTUIT MA 02635
Insured is AN INDIVIDUAL
Other work places and identification numbers are shown in the schedule(s) attached.
2. The policy period is from 09-29-16 to 0.9-29-17 12:01 A.M. at the insured's mailing address.
3. A. WORKERS COMPENSATIONANSUf ANCE:, Part One of the policy applies to the Workers
Compensation Law of the state(s) listed here:
MA
eo
B. EMPLOYERS LIABILITY INSURANCE: Part Two of.the policy applies to work in each state Listed in
item 3.A. ,.The limits of our liability under Part Two are:
o Bodily injury by Accident: $ 100000 Each Accident
a Bodily Injury.by Disease: $ 500000 Policy Limit
Bodily Injury by Disease: $,- 100000 Each Employee
i
C. OTHER STATES INSURANCE: Part Three of the policy applies to the states, if any, listed here:
COVERAGE REPLACED BY ENCORSEMENT WC 20 03 0GB °F
D. This-policy includes these endorsements and schedules:
a SEE LISTING OF ENDORSEMENTS - EXTENSION OF INFO PAGE
4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating
Plans. All required information is subject to verification and change by audit to be made ANNUALLY.
ni Comni leii6,rt',Mtusmck [s
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6ft(! Wasiglant
Itjrisde , 02111
iru�rrna/dis
Worlmrs'Compewafia4 lns,"a ,6 Af id a 73lliw b�] fidans/Plumbers
AppEwant Information Print
Name
,
Address:
City/Stahel :
rlralm
an er.Ch�k> � t4i�iQS:'
� Ply ' �I a employer> la I nits a' atFd f 6
employees(M an&orpatt4ime).?& �ve.htredtl�'saab
-❑ I sup a tole r ` homed on the sjaee>~; 7t' 0`
p
sl7ep and have 1 T'4rese ab- have; S 0 DeraolWou
vv for me in;anY have
-Bga cu
.
retla eat) �. e a a ca�jp a tts
lt}❑ lectca cal t epaits or atEins
3.0 I atat a atl work of hatre esereised theta.',. 1 1.Q'P1umbing retaira or
ysel>`[Ncs vv s'comp csf exemptrtsg per`VIGL ' : '1 ❑Rt csf "
c t"52 §lQF ate v have ao
ApeeSo 1"3.[ iDther
bog I mt dw fai : secttat lre�sw then watgers�`, policy'
subs this a i g they deice su t fit bim munk am=Mm ant sub=a w,affndavit
C oats that cht this b t ffi.. . '" shm shinnying she of ffie' : and state GT.ttot t =fi&skzve
etVI.Y.-if
the have. 5 must-ps�nde tht t wok tip.lj! "atttabei.
I arn'era era�ploy fhot is triers'costrhott uera gce for
-B is#ha p�etcy a joh arts
L
Policy#or Self=ins Inc.
Job S�Adds; y �/�/� , _Citp�Statel?ap.
Attach a copy of tl ',compe,Jasat�pil�cyetraa ;pge M�au ;the pact' her ages!eapirtia3t daft'}>
Fatlure.to secure c Sew"251 of l L c 152 t led to flue an of o i�
fine up to$2,�oo-00 an&&one-peas= as ive�l as ... " �the fogm of a.STOP WORK and a fine„
of up to$25l}_{0 a,dap a 1ge vsola�s. Be ., :that a copy,of this ._ maybe to>he-Mce of"
Itivesti' of the DIA for ci waft v�iff
Ida hffe�certi u a d penalt s`,af urY dt ire info ab ai IS> Co"Td'.
Daie.
Phone
K
FAutnh
and .I*a trriEe in Phis arm bra b� b. City,or t+�t�vs affid k
. PerffitlI,ieense `.'
oraty{circa i►ga)
l
Health :Big Department 3 Ctyi'j`t��va Clerk" :Electrical inspector fi.Pin Inctor
son>
6
a i
Construction Supervisor A Home Improvement
License Number#008267 Contractor Registration#114813
OSHA Approved Member of the Better Business Bureau
Home Phone#508 420-5131 CELL PHONE#508 280-0802
ESTIMATE
JAMES DANFORTH
P.O.BOX 973
COTUIT, MA. 02635
John Weir
92 Main Street
Cotuit, Ma. 02635
January 29, 2017
Work to be completed, on the front of house and garage as follows.
Remove the existing wood shingles.
Install Typar house wrap over the sheathing.
Install white cedar shingles 5" exposure to the weather.
Removal of rubbish.
Material and labor $4,570.00 '
All materials are guaranteed to be as specified. All work to be completed in a workmanlike manner
according to standards practice. Any alteration or deviation from above specifications involving extra
cost will become an extra charge above the estimate. Our workers are fully covered by Workman's
Compensation Insurance.
DATE OF ACCEPTANCES 7 STOM GNATURE A�
CONTRACTOR SIGNATURE
iL8G✓/L'I"U/%ZCY/'ll(iP�G�2 �/ •Q' -
r;. Office of ConS liner Affairs&kTusmtss
'HOME IMPRgE'MENT GONRAGTR}
;.Registratiol5 .81 at '
-7
t ,Expiration 1 %2g17 Individual
YJNtJP �FORTN R MOD r
•°as r a ,: j,` `k��' i ya\ ,ay��`� -q .••
4� ti `id. `
JA BS DAIvFORTH•�
11A5`OLp'POST RD '1
M G(JTUIT MA•02635
undex C-: is
W
MassSchusetts Department of Public_$afety' 9
s Board.of'Building Regulations and Standards
License: CS-008267- ': 1ziig
..• �s
.Construction Supervisor
. rt t k
JAMES D DANFORTH
PO BOX 973
COTUIT MA 02635
! ,,
^^^ Ezpiratlortw
Corhmissioner
. ' 0.5120/2018
' • •mac..
,? are, :.stra idna1_id` r p..
for udeiC,� �c .
s'z` �,o pir�at�or mat :fo�ui d,�et r!e
Consumers12
--�laza Suite_.. 9,1
47
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y
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valid wi u£ts�gjnat ;'
Massachusetts Department of Public Safety
'Board of'Building Regulations and Standards
License:-CS-008267,
Construction Supervisor _
JAI VIES D DANFORTH z
PO.BOX 973.
-
COTUI,T•MA M2035 ,4
A ".
Commissioner 05/20/2018
i
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TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �✓Sj'
Map -0 Parcel r1 6 g Permit#
Health Division ( � /�/ Date Issued �r`
Conservation Division S.1 I cm r Application Fee
Tax Collector " Permit Fee �
Treasurer
Planning Dept.
Date Definitive Plan Approved by Planning Board o` ry
v,
Historic-OKH Preservation/Hyannis
Q _ r
Project Street Address 14 MA 1/0 5 l • rn
Village C-Pt W_r
Owner _< MR + RM 0 U(=�t K Address (;-I r�'iA�.►' Ste. 64U-7-
Telephone
Permit Request —iTrl �bD�-r►a�
Square feet: 1 st floor: existing proposed c266 2nd floor: existing proposed Total new 60
Zoning District Flood Plain Groundwater Overlay
Project Valuation 6 ,o� Construction Type — 6.u>IAIW
Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation.
Dwelling Type: Single Family Two Family ❑ Multi-Family(#units)
Age of Existing Structure , �/a Historic Houser O Yes VrNo On Old King's Highway: 0 Yes /VNo
Basement Type: Full ❑Crawl 0 Walkout ❑Other
Basement Finished Area(sq.ft.) Basement Unfinished Area'(sq.ft) .
Number of Baths: Full: existing new Half:existing s S new
Number of Bedrooms: existing— new _ }
Total Room Count(not including baths): existing new _.'First Floor Room Count
Heat Type and Fuel: JVGas ❑Oil 0 Electric ❑Other
Central Air: ❑Yes )fNo Fireplaces: Existing New Existing wood/coal stove: 0 Yes ❑No
Detached garage:❑existing- new size Pool: 0 existing ❑new size Barn:O existing O new size
Attached garage-A existing ❑new size Shed:❑existing ❑new size Other:
Zoning Board of Appeals Authorization ❑ Appeal# Recorded Cl
Commercial ❑Yes O No If yes,site plan review# "
Current"Use^�4- Proposed Use
BUILDER INFORMATION �ju`� 12 8,_q
Name %'%viS S: ro!-��v.J�?e�est Telephone Number
Address ,_nix !a S License# .1 7
�����AG 315` Home Improvement Contractor# 116 36
Worker's Compensation# 'o�0 2� Co a
ALL CONSTRUCTION DEBRIS,RESULTING FROM THIS PROJECT WILL BE TAKEN TO
A l
SIGNATURE } DATE / lo
FOR OFFICIAL USE ONLY
PERMIT NO.
DAT9 ISSUED
MAP/PARCEUNO. f{
ADDRESS VILLAGE
OWNER
ej
DATE OF INSPECTION: '
FOUNDATION 940P Oee� 4r,4*040'4-
} FRAME 9,FAA —jek1tzmeat y
INSULATION f '*011OeC.
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
FINAL BUILDING
DATE CLOSED OUT,
ASSOCIATION PLAN NO.
The Commonwealth of Massachusetts
w -- Department of Industrial Accidents
efrice oi/nsestigations .
600 Washington Street
--� Boston,Mass. 02111 y
Workers' Co m ensation Insurance Mfidavit
name:
location:
city phone#
❑ I am a homeowner performing all work myself.
❑ I am a sole r rietor and have no one workin in an capacity
%% % %/
I am an employer providing workers' compensation for my employees working on this job.
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❑ I am a sole proprietor,general contractor, or homeowner(circle one)and have hired the contractors listed below who
have
the following workers' co ens a 'on polices:
romnanv'name
es
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••'•�•••>`O�:i?:':~!>:.;}�,:,:.Y:i�.;,::;.::y;:y.:}.:�`:L�Y:!+.?�:,'.��?�::;�:;:j:�:'::���::+>.j:Jif:�{:?;:;:�'i•;�< :�';?:'}'�;:<::?;:i:•::t?:;?r}}v"y'Y.iY,;!;! .
�riynrare
Failure o secure coverage as required ender Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or
one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a
copy of this statement may be forwarded to the Oice of Investigations of the DIA for coverage verification.
I do hereby certify under the and enalties of per' that the information provided above is true and correct
Date 5S'l/ 1®
Signature \
w Print name Phone#
official use only do not write in this area to be completed by city or town official
city or town: permit/iicense# OBufiding Department
❑Licensing Board
❑checkif immediate response is required ❑Selectmen's Office
OHealth Department
contact person: phone#; ❑Other
(Fevised 9195 PJA)
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 in the service of another under any contract
of hire, express or implied, oral or written.
An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of
the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or
trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a .
dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of
another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or
building appurtenant thereto shall not because of such employment be deemed to be an employer.
MGL chapter 152 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 commonwealth 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 compliance with the insurance requirements of this chapter have been presented to the contracting
authority.
Applicants
Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and
supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be
submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and
date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is
being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you
are required to obtain'a workers' compensation policy,please call the Department at the number listed below.
City or Towns
Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the
affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please
be sure to fill in the permrt/license number which will be used as a reference number. The affidavits may be retwarned to
the Department by mail or FAX unless other arrangements have been made.
The Office of Investigations would like 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
Office of InvesilgWons
600 Washington Street
Boston,Ma. 02111
fax#: (617) 727-7749
P #: �
hone 617) 727-4900 ext. 406, 409 or 375
tHE, � Town of Barnstable
Regulatory Services
HARNSUBLE. ' Thomas F.Geiler,Director
Mess.
1659.tA`°� Building Division
Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
Office: 508-862-403 8 Fax: 508-790-6230
Permit no.
Date
AFFIDAVIT
HOME IMPROVEMENT CONTRACTOR LAW
SUPPLEMENT TO PERMIT APPLICATION
MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization, conversion,
improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied
building 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 with other
requirements.
Type.of Work: Ll-w&/ .¢yAt r1o� Estimated Cost 3
Address of Work: 9d S 7. CTLiT A4 6a&3 J-
Owner's Name: /%r s -�7'06-,4 G��'f r
Date of Application: o�
I hereby certify that:
Registration is not required for the following reason(s):
❑Work excluded by law
❑Job Under$1,000
[]Building not owner-occupied
❑Owner pulling own permit
Notice is hereby given that:
OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED
r CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE
ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A.
SIGNED UNDER PENALTIES OF PERJURY
I hereby apply for a permit as the agent of the owner:
Dam_ Contractor Name Registration No.
OR
•Date Owner's Name
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RESIDENTIAL BUILDING PERNHT FEES
APPLICATION FEE
New Buildings;Additions $50.00
Alterations/Renovatious $25.00
Building Permit Amendment $25.00
FEE VALUE WORKSHEET
NEW LIVING SPACE
/7.3 7 square feet x$96/sq.foot= 2�• f ' x.0031= '
plus from below(if applicable)
ALTERATIONS/RENOVATIONS OF EXISTING SPACE
square feet x$64/sq.foot= x.0031=
plus from below(if applicable)
GARAGES (attached&detached)
square feet x$32/sq.ft._ x.0031=
ACCESSORY STRUCTURE>120 sq.ft.
>120 sf-500 sf $35.00
>500 sf-750 sf 50.00
>750 sf-1000 sf 75.00
>1000 sf-1500 sf 100.00
>1500 sf-Same as new building permit:
square feet x$96/sq.foot= x.0031=
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?ool $25.00
Relocation/Moving $150.00
(plus above if applicable) Permit Fees
SME Tpf,1 Town of Barnstable
P ~O
Regulatory Services
* BARNSfABLE,
MASS. Thomas F.Geiler,Director
039.
►a. Building Division
Tom Perry, Building Commissioner
200 Main Street, Hyannis,MA 02601
Office: 508-862-4038 Fax: 508-790-6230
Property Owner Must
Complete and Sign This Section
If Using A Builder
I, MAJ (tJL�I r\ , as Owner of the subject property
hereby authorize CA(Z—1, nay CJU GI A4 ti,_ to act on my behalf,
in all matters relative to work authorized by this building permit application for:
(Address of Job)
Si e of Owner Da e
Print Name
Q:FORMS:O WNERPERMIS S ION
- - - ---..._ ✓die.�omvr�aea� o�,/��ac�ivaetta ' ' -
rl :
BOARD OF BUILDING REGULATIONS
11 Lteensec INSTRUCTION SUPERVISOR
1I Nu!n 057122
z 9,.05 Tr.no: 13131
i Res fiv
THOMAS S COH ;
160 HIGHLAND
COTUIT, MA 02635 Administrator
0..,�
68.4
\ Y17
67.9
A 3� °
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c:\conservation.dgn 5/12/2004 11:39:31 AM
BC CALL®200
3 DESIGN REPORT US Tuesday,March 09,2004 0t3:15
Single 91/2" A,STM 20 WISR Fife Name: 9ullding:Floor 1W 07
Jab Name: Description:
Specifier: R.Lowe
/k;dress:
Designer:
Ci:-I State,Zip:,
. Company: Botello Lumber Co.
Cus,iomer
Coca re orts: BOCA 22-09,SBCCI 97070,1080 PFC-5504 Miac:
3
2
!1
8txndsrd Load-40 psf 110 Fat OC SPa l 1W
4 'A4 JM1i�iLL? a,;5{'fl k ':u�!'!'oP;U� ,.�,wl,,„,dry.,`�f�[�L..,i;•.t'l'[r•
1 V 1 i1 �• Al 4 t'.^ �,,.
r � R r''d"Rno
, ' U Y1t r ,.U", q 'il.�, w 1�� �.�� , �N�r 1�, a', •�iU �I, , •U
aN�^ sy ; (6f �( 1fj�3 k r,jA" { ��,s• h, I (. 'i ti" 1, " u, y �j�ik ,I ✓: t. ., l i ,
t d 11.00 81,5-1/4"
80,3-112' 1102 tbs LL
328 lba LL 492 Ibs OL
50 Ibs OL
Total Horizontal Length-17-02-00
General Data Load Summary
Version: US Imperial 1p Description I»oad rips Ref. Start End Type Value OCS Our.
S Standard Load Unf.Area Left 00.00.00 17-02-00 Live 40 psf 1a" 100%
Member Type: Joist Dead 10 psf 161' 90%
Number of Spans. 2 1 wall load. Cone.Un. Right -00-00-01 -00-00-01 Live 0 pif 16" 100%
Left Cantilever. No Dead 40 pff 18" 90%
Right Cantilever Yea 2 roof load. Conc.Lin. Right -00-00-01 -00-00-01 Live 225 pl' 18" 115%
Dead 136 plf 16" 90%
slope: 0112 3 calling load. Cone.Lin. Right -00-00-01 -oo-00-01 Live 150 plf to" 100%
OC Spacing: 18" Dead s0 plf 16" 90%
Repetitive: Yes
Construction Type:Glued Controls Summary
Control Type Value %Allowable Duration Load Case Span Looetlon
Live Load: 40 psf Moment 1997&Ibs 6519% 115% 3 2-Lett
Dead Load: 10 psf Neg.Moment -1097 ft-lbs 56,9% 115% 3 1 -Rlflht
Partition Load: 0 paf End Reaction 408 tbs 2915% ' 100% 2 1 -Left
Duration: 100 Int.Reaction 1594 Ibe 47.3% 115% 3 2-Left
Cont.Shear 963 lbs 72.29E 116% 3 2.Lett
Disclosure Uplift Who We 5 1 -Left
The completeness and accuracy of Total Load Defl. 2xL1302(0.179) sole% 5 2-Right Support
the input must be verifled by anyone Live Load Dell, L1664(0,27'1 72.3% 4 1
who would rely on the output as Total Neg.Defl. -0.152" 30,4% 5 1
evidence of suitability for a malt Del. 0.244" 24.4% 4 1
parfleular application. The output Span/Depth 18.8 n/a t
above Is based upon building
code-accepted design properties Cautions
and analysis methods. InetalWon Design assumes Top and Bottom flanges to be restrained at eaMOever.
of BOISE engineered wood
products must be In accordance Notes
with the current Installation Guide Design meets Code minimum(VU!80)Total toad deflection criteria for cantilever opens due to roof loads,
and the appllcabfe building codes. Design meets Code minimum(Ll240)Total load deflection criteria for non-cantlever opens.
To obtain an Installation Guide or If +Deslgn meats Code minimum(2xL1240)Live lead deflection criteria for cantilever spans due to roof loads.
you have any questions,please call Design meets Code minimum(LI360)Live load deflection criteria for non-carMilvver spans.
(800)232-0788 before beginning Design meets arbitrary(1")Maximum load deflection criteria.
product Installation. Minimum bearing length for So Is 3-1/2".
,BC FRAMER®,BCI®, Minimum bearing length for 81 is -1/4"'
BC CALC®
BC RIM BOARD BC RV, RIM lrntered/Displayed Horizontal Span Length(a) Clear Span+1/2 min.end bearing+1/2 intermediate bearing
BOARD-,BOISE GLULAM?m,
VERSA-LAM0,VERSA-RIMS,
VERSA-RIM PLUS®,
VERSA-STRAND TM",
VERSA-STUD®,ALLJOISTO and
AJST"are trademarks of
Boise Cascade Corporation.
1+r F
Z "add 1�LO'j00 0 S:Pi 1,32 .5 �JlHdIN :1110U WV L�:5O Eli SOH-GHQ'
Tuesday,March 09,2004 08:15
BC CALC®2003 DESIGN REPORT - US
NNW
File Name: Building:Floor 1\J_07
TM 20 MSR
Single 9 112 AJS Description:
Specifier: R.Lowe ,
Job Name: Designer:
Address: Company: Botello Lumber Co.
City,State,Zip:, Misc:
Customer:
PFC-5504
Code reports: BOCA 22-09,SBCCI 9707D,ICBO
�3 11
0
• n
Standard Load 40 psf 110 psf OC Spacing 16
— .. 02-03-00
61,5 114"
14 11 00 1102lbs LL
492 Ibs DL
BO,3-112
398 lbs LL
50 Ibs DL Length-17-02-00
Total Horizontal
Value OCS Dur.
Load Summary End Type 40 psf 161, 100%
General Data ID Description Load Type Ref. Start 17 02-00 Live 10 psf 16„ 90%
US Imperial Left 00-00-00 Dead100%
Version: S Standard Load Unf.Area 0 plf 16" 90%
Right -00-00-01 00-00-01 Dead 40 plf 16"
Member Type: Joist 1 wall load. Cones Lin. 225 pif 16" 115%
Number of Spans: 2 00-00-01 -00-00-01 Live 135 plf 16" 90%
Conc.Lin. Right Dead If 16N 100%
Left Cantilever: No 2 roof load. 150 p 90%
Right Cantilever. Yes Right -00-00-01 -00-00-01 Live 60 pif 16"
Slope: 0112
3 ceiling load. Conc.Lin. 9 Dead
OC Spacing: 16" an Location
Repetitive: Yes Duration Load Case Sp
Glued Controls Summary %Allowable 3 2-Left
Construction Type: Control Type Value 56 9% 115% 3 1 -Right
40 psf Moment 1997 ft-ibs 56.9% 115% 2 1 -Left
Live Load: Moment -1997 ft-ibs 29 5% 100% 3 2-Left
Dead Load: 10 psi Neg. 115/0 408 Ibs °
0 sf End Reaction 47.3% 3 2-Left
Partition Load: 100 Int.Reaction 1594 Ibs 72 2% 115% 5 1 -Left
Duration: Cont.Shear 963 Ibs nla 5 2-Right Support
Uplift 34lbs 59.6%° 4 1
Disclosure of Total Load Dell. 2xU302(0.179") 72.3% 5 1
The completeness and accuracy U664(0.27") 30.4% 4 1
the input must be verified by anyone Live Load Defi. 1
Defl. -0.152" 24.4%
who Would rely on the output as N°axlDefll.. 0.244" n!a
evidence of suitability for a Depth
18.8
particular application. The output Span
above is based upon building
code-accepted design properties Cautions and Bottom flanges to be restrained at cantilever.
and analysis methods. installation
Design assumes Top
of BOISE engineered wood Notes products must be in accordance meets Code minimum(2xU180)Total load deflection criteria for cantilever spans due to roof loads.
with the current Installation GuideDesign m 40 Total load deflection criteria for non-cantilever spans.
and the applicable building codes.If Design meets Code minimum(2x )
d deflection criteria for non-cantilever spans.
Guide or meets Code minimum(2xU240)Live loaddeflection criteria for cantilever spans due to roof loads.
To obtain an Installation Design U360)Live t
you have any questions,please call Design meets Code minimum
1 Maximum load deflection criteria.
Design meets arbitraryh for BO is 3-1/2".
(800)232-0788 before beginning +112 intermediate bearing
product installation. Minimum bearing length for B1 is 5 1/4".
Minimum bearing g. an Lengths)=Cl
ear Span+112 min.end bearing
BC CALCO,BC FRAMER®,BC10, Entered/Displayed Horizontal Sp
BC RIM BOARDT",BC OSB RIM
BOARDTm BOISE GLULAMT"
VERSA-LAM®,VERSA RIM®,
VERSA-RIM PLUS®,
VERSA-STRANDTI
VERSA-STUD®,ALLJOIST®arid
AJSTM are trademarks of
Boise cascade Corporation. z
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ENERGY CONSERVATION APPLICATION FORM FOR
LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS
780 CMR Appendix J (effective 3/1/98)
Site Address: Z �I
Applicant Name: A,
Applicant Address: Cityri'own: . t�CSTUi��
Use Group:
Date of Application:
Applicant Phone: Applicant Signature:
Compliance Path (check one):
(� Prescriptive Package (Limited to I-or 2-family wood frame buildings heated with fossil fuels only)
Package(A through KK from Table 15.2.1b): Heating Degree Days (HDD63) from Table J5.2.1a:
(For items d. through i., fill in all values that apply from Table 15.2.1 b:)
a. Gross Wall Area sq.ft f Wall R-value R-
b. Glazing Area sq.ft. g. Floor R-value R-
C. Glat.ing%(too x b+a) % h. Basement wall R-
d. Glazing U-value U- i. Slab Perimeter R
e. Ceiling R-value. R- j. Heating AFUE _
1-� Component Performance: "Manual Trade-Ofr' (Limited to wood or metal framed buildings only)
Climate Zone(from Figure 16.2.2) Zone 12 0 Zone 13 Zone 14
Attach Trade-Of Worksheet from Appendix J, (and HVAC Trade-Off Worksheet, if applicable]
[� MAScheck Software
Attach Compliance Report and Inspection'Checklist printouts.
Systems Analysis OR (] Renewable Energy Sources .
Attach Mass Registered Architect or Engineer Analysis
ALTERNATIVE FOR ADDITIONS ONLY:
a.Gross Wall+Ceiling Area 7o2 sq.ft. b.Glazing Area'�_sq.ft. c.Glazing%(too x b+a) , Z%
ADDITION with Glazing % (c.) up to 40% may use 780 CMR Table J1.1.2.3.1 below:
MAXIMUM U-value MINId1Uht R-Values
Fenestration Ceiling Wall I Floor Basement Will Stab Perimeter,Depth
0.39 R 37 R,13 1 R-19 R-10 R-10,4 ft
(� "SUNROOM"additio6 (greater than 40% glazing-to-wall and ceiling gross area)
Attach"Consumer Information Form" from 780 CMR Appendix B.
Official's Name: _ Official's Signature: „
Application . Approved C3 Denied (] Date of Approval/Denial:
Rcason(s) for Deniat:. .(provide additional details as needed on back side)
' Glazing Area may be either Rough Opening or Unit dimensions. BBRS 0611219E
BAajrSTADLEJ •
MAS&
TOWN OF BARNSTABLE
BUILDING INSPECTOR
APPLICATION FOR PERMIT TO
TYPE OF CONSTRUCTION
\9.&9.
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for o permit according to the following Information:
Location
Proposed Use
Zoning District Fire District
Name of Owner
Name of Builder Address
Name of Architect T.Address
Number of Rooms Foundation ...A?.
Exierior Roofing
Floors Interior
Heating Plumbing
Fireplace Approximate Cost
Difinitive Plan Approved by Planning Board 19
Diagram of Lot and Building with Dimensions
n/,•
'V J/.
\
%
>
J60 I
b
h
\
\
X
2 c?'
V
s^:>
"i f •4C*'
-1
-rs\.tN>\'o .
A
•-<D
/ffs
I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above
construction.
Namef^
Lanoue,Russell R.
6^
No ....1.2.58ft-...Permit for
Location'^.?..Mf?...^..5..-(-.V^.e.+:
C.<5iUl.lr
Owner Russeil R. Lanoue
Type of Construction
Plot Lot
Permit Granted August..2.9 19 69
Dote of Inspection 19
Dote Completed 19^^
PERMIT REFUSED
19
Approved 19