HomeMy WebLinkAbout0636 SCUDDER AVENUE r�� e��dd�- ,o� . .
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636 SCUDDER LANE
H�'ANNISPORT, MA.
UE
.-ACE
P
.- A•
15�.2 ` .
7'00
Ile
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28 4' w
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CAVAPPT
LOT 8
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M AS BRI,N/BOY TNL a. \
fll1IN 0,'B,RNSTABIL
SlNPC BbTd(IPRS CARB Q\ U( � ��
sisMi►.c:'s's'si'szi LOT 1 \ LOT 3 'j
w. 1
28. 7
0 VERLEA
SHED ROAD
'AREA=39,143faS.F. �\
\
o ASSESSORS 67 4'
0 266-032 L
84.6' 011
SKEW i
cfl
*04.37
„
S75.39,00 W
LOT 7
FLOOD ZONE "C" POOL CERTIFICA TION RES zoNE- "RB"
TOWN.•HYANNISPORT SCALE- 1--50' PL REF` 17303_B&C ELEV N/A SETBACKS: 20-15'-15'
' ✓''� YANKEE LAND SURVEYORS
OF Al
I CERTIFY THAT THE a'®° P``G�c E9�O �o & CONSULTANTS
STEPH
„ EN. u P.O. BOX 265
POOL SHELL„ IS SHOWN i UNIT 1, 40 INDUSTRY ROAD
ON THE PLAN AS.IT EXISTS a DOYLE MARSTONS MILLS, MA 02648-
#75
ON THE GROUND. ~V TEL• 508' 428-0055 FAX 508-420-5553
JOB
DATE.• 04-14-2008 NUMBER 54319P
' t TOWN OF BARNSTABLE BUILDING PERMIT-APPLICATION
Map r/ �.` Parcel (� H Application#,9 Q"cad
Health Division Date Issued
Conservation Division Application Fe"
Tax Collector Permit Fee
Treasurer
Planning Dept.
Date Definitive Plan Approved by Planning Board
Historic-OKH Preservation/Hyannis
Project Street Address G 3e, S c sic\P
Village
Owner ��"Ge Z p IK Qe- Address Ay-p,
Telephone Q
Permit Request i Q<Zrebo jJ 4b to .V,jc (V'losi L t k. ,Q Z,1
1 In �( 3
Square feet: 1st floor:existing proposed 2nd floor:existing proposed Total new
Zoning District Flood Plain Groundwater Overlay
Project Valuation 00 Construction Type
Lot Size Grandfathered: ❑Yes ❑Noy If yes, attach supporting documentation.
Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units)
N Age of Existing Structure Historic House: ❑Yes U& On Old King's Highway: ❑Yes 2<o
Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft)
(C Number of Baths: Full:existing new Half:existing new
Number of Bedrooms: existing new
Total Room Count(not including baths):existing new First Floor Room Count
_7v
Heat Type and Fuel: ❑Gas ❑Oil 21 Electric ❑Other
Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No
Detached garage:❑existing ❑new size Pool:❑existing 0"new size I Barn:❑existing ❑new size
Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: I =
I �
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ `
_� ry
Commercial ❑Yes ❑ No If p
,es site Ian review# cr:I
y 231
Current Use _ _ _ — - Proposed Use
BUILDER INFORMATION o
Name 1�lZC'fJ yC�,esl�mel isl--yw, Ral r, Telephone Number 4 oej, 7 16
Address � t 5a wLA P-s�ck)s -A,,(-(—s .u--Ar License# ¢,2 P)
Home Improvement Contractor# t 3(o G 0
Worker's Compensation#
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �. �,,s2�
SIGNATURE 7 DATE
1.
I
'Y
FOR OFFICIAL USE ONLY .
`V
APPLICATION#
BATE ISSUED
MAP/PARCEL NO.
ADDRESS VILLAGE
OWNER
DATE OF INSPECTION: p
FOUNDATION f�� ��f!' D 59, T
FRAME
s INSULATION `
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
FINAL BUILDING
DATE CLOSED OUT
ASSOCIATION PLAN NO.
s:.
r
The Commonwealth of Massachusetts
Department of Industrial accidents
f `
Office of Investigations
600 Washington Street
Boston,AM 02111
wyvw.mass.gov/dia +
Workers'Compensation Insurance Affidavit: Builders/Contractors/Eleetricians/Plumbers
Applicant Information .Please Print Legibly
Name(Business/Organization4ndividual): i(e L L C Lea 5�
Address: 1 v 1
W co
City/State/Zip.'MA Z ,;--4zA5 Phone.#: £8
Are you an employer?Check the appropriate bog: :Type of project(required):.
1.ErI am a employer with 4. [] I am a general contractor and I 6 New construction .
employees(full and/or part-time),* • have hired the sub-contractors .
listed on the•attached sheet. 7. ❑Remodeling
2:❑ I am a'sole proprietor or partner- These sub-contractors have
shipand have no employees 8. ❑Demolition
caemployees and have workers'
working for me in any capacity. 9. ❑Building addition
[No workers' comp.insurance comp, insurance.$'
5. [] We are a corporation and its 10.0.Electrical repairs or additions
required.] officers have exercised their 11.❑Plumbing repairs or additions '
•3.❑ I am a homeowner doing all-work .
myself.[No workers'comp. right of exemption per MGL 12,[]Roof repairs
insurance.required.]t c. 152, §1(4),and we have no 13.❑Other
employees. [No workers'
comp,insurance required.]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information,
t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. .
tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must providb their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site'
information.
Insurance Company Name: (`2/-\V0 l T s:;r Ca
Policy#or Self-ins.Lic.#: 22 46. SS Expiration Date: 3 0
lob Site Address: ��<v �C�� - �� City/State/Zip: �Lf w►tJ t'S'Uc,f�,�
Attach a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date).
Failure•to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK.ORDER and a fine
of up to$250.00 a day against thq violator. Be advised that a copy-of this statement maybe forwarded to the Office of
Investi ations of the IRA for insur ce covera a verification.
I do hereby certify under t ains•and penalties ofperjury that the information provided above is true and correct.
Si ature: CX0 0'
Date: r
Phone# sftjrc! S f 6
Official use only. Do not write in this area, tb be completed by.city or town officiaL
City or Town: ' Permit/License#
Issuing Authority(circle one):
A.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5,Plumbing Inspector
6.Other
Phone#:
Contact Person:
�TE'O Town-of Barnstable
yP� Regulatory Servides
1 ? Thomas F.Geiler,Director
ass.
v� 16 � Building D1V1S1on
�rFD MA•l� b
Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
Office: 509-862-4038 Fax; 508-790,6230
Permit no.
Date .
AFFIDAVIT
HOME 11 IPROVEMENT 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: i QGo )QL Pc,1 Vv jj4 L Estimated Cost �(°3,ow.`U
I
,Address of Work: )k 0'Q, ,� ujai �
Owner's Name: ,� 0 K`E& i�h`e�
Date ofA- pplication:_t l f�0
I hereby certify that:
Registration is not required for the following yeas on(s):
[]Work excluded by law
❑Job Under$1,000
[]Building not owner-occupied'
❑Ownerr pulling own pemut
Notice is hereby given that:
OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED
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:
DatT_ Contractor Name Registration No.
OR
Date Owner's Name
r
tioF-��Tay : Town of Barnstable
Regulatory Services
�naty�na ' Thomas F.Geiler,Director
�`bAr 9- � Building Division
Tom Perry, Building Commissioner
200 Main Street, Hyannis,MA 02601
Vmw.town.b arnstable.maxs
Office: 5 06-862-403 8 Fax: 508-790-62-3 0
Property Owner Must
Complete and Sign. This Section
If Using A Builder
as Owner of the subject property
hereby authorize ,�h a c��,,�lt� ( •< <k��, to act on my behalf,
in all matters relative to work authorized by this building permit application for; .
G 6 Sc e—
�—
(Address of Job)
Signature f Owner Da e
Print Name
QFORMS:O WNERPERMMSION
EP0L U TED
S R
G O L AiAim
♦ETL Tested To Be In Compliance With Standard for Safety, CLOSED LOOP
UL 2017, and Florida Building Commission Code
Requirements, Per ETL Listing Number 3035022
♦Exceeds Operational Requirements of Model Barrier Codes
♦Microprocessor Controlled
4
♦Monitors Entry to Pool and Spa Areas
♦Instant On Or 7 Second Delay Models Available
♦Surface or Flush Mount Models .4
♦15 Second Adult Shunt' r,
♦Low BatteryAlert 4 .
Recessed, Surface Mount
S ce ou
♦Built-in Back-up Battery Capable
May Be Hard.Wired To Remote 12 Volt maximum 500 mA Source or To Plug In-Power-Source. ' .
Applied Voltage Must Not Exceed 15 VDC:
The new G.RI DOOR ALERT/POOL`ALARK was designed as an aid for prevention of an unattended access to a pool/spa
area by a small child. Monitoring all doors or windows with CLOSED LOOP magnetic reed switches;the DOOR ALERT/
POOL ALARM will sound an alarm should.anyone too small to manage the adult pass thru feature attempt access to the
pool/spa area. For maximum,protection all moveable openings should be protected in such a:manner by the GRI DOOR
ALERT/POOL ALARM:
ASSOCIATED ALARM SYSTEMS, INC.
1047 FALMOUTH ROAD
HYANNIS, MA 02601
508-775-3442
800-322-3339
,
Cardinal Systems, Inc. . . s"
262 South Rt. 61
Sehuylk9l Hawn. PA. 17972
DESIGN OF Z—BRACING
Controlling condition — water fo the fop of the pool panel•
ir) WATER DEPTH = 3'-6"
OPEN 1'-0" DEPTH OF EXCAVATION FOR POOL
WATER SIDE 6" X 24" CONCRETE SLAB AROUND THE
SIDE BASE OF THE POOL WALL
POOL DIMENSION ASSUMED ® 16' .X 32,
N
I MATERIAL: 14 GA. GALVANIZED,STEEL
I WALL PANEL F 47 K.S.I.'
Pwr y
00
SUN
t.• a .-
Pw
POINT "A"
P. — WATER PRESSURE AT BASE OF STEEL WALL PANEL IS. 218.4 #/FT.
[(62.4 #/FT-) (3.50') (1.01)] = 218.4 #/FT.
P", — THE RESULTANT WATER PRESSURE ACTING 1/3 FROM THE BASE IS
AT 382.2 #/FT
[(218.4 #/FT) (3.50') (1/2)] = 382.2 #/FT.
NEGLECT .THE EFFECT OF-THE EARTH PRESSURE
DETERMINE IF THE POOL IS STABLE WITH 3'—Ir DEPTH OF WATER INSIDE THE POOL:
TRY ANCHORS AT 8'-0" MAXIMUN.
E MOMENTS AT INNER FACE OF THE WALL ® POINT `A
Pr 382.20 X 14 5,350.80
24(6)(100) = 14.400.00 X 12 = 172,800.00
24(6)(150) = 21v60® X 12 259�2_00�.00
36,382.20 426,649.20
c = 11.7269" > b/3 = 8.OT., b/2 = 12"
Po._ [(4 x 24) — 6(11.7269)]36(24)B z20=` 1,619 PSF/FT.
(
Pm,n = .[6(11.7269) 2(24)J 36,382 20 = 1,412 PSF/FT.
(24.
.'. THE POOL IS STABLE AND THE FOUNDATION PRESSURE IS ek
I i
10,-0"
1 !2'-011 i 2 LT• 5' 2'-
5' 0,1
2'RC \ ��/J ,\� 2 RC o t
; CV
41-OII ,
\ 1 ,
l ; 8' DEEP'
1 i , IOi
8 ; � 1• 11
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r r
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co eo
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81 1 l
' > 8'
1
,
' 44" FINISH
8'
8` 12'-0"
I 1
i
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Ts i
/ILG:�2A:vit
t, I 81 PLASTICS i
�[�'i�)/v\o S
1 '�;. i TAiR 11
�j
Date: 12199 =T Pool De of.Inc '
•,.g- Nvm'x,Ona!n Cualfy mC Scrviz
Title: Rectangle.16'x 36'2'RCw � ForyesRoad
nevY`ialkel Irdl,:tri61 Bark
Nov,:ralkel,>\iH C36:17
Drafter: JLC PHONE(5 3)659-1465
• , - FAX MO)595.0m
NO DIVING IN
. . z S4&'P oL"O File dame: tpd/RECT1636-2 Area: 576 sq.ft.
DIVING MAY CAUSE PERMANENT INJURY.PARALI%.S CR DEATH •'4 Perimeter: 100'6 34'
•No7E•,ux[qOx+.ns4inrcempy,a,1.en.lanaSw•bP0:14�ra1:Mwpged.emimmum Template#: 24018
NSPI Type 11
a 9:Otl.n Ie buleE rQ'mr<wch plel!CmiNV T.1`n�!al�n.'Y•roi.Cm•W t r.
7MIbnd SO..nC Poet hltlputR.mINPMn tlarauatObrlo TLACAO.O�.,Ia Oo.•NpLfOn en
WE DELIVER.POOL KITS FASTER!
. ,,.xm•.a:+,e�..o.•a..,.�u:e.�ro..n�.,�vR x:al.p:aowemsa
KOM
�.
x V-44
�• 51
_ Cu
rt
2 Rail Design Monarch
The Monarch 2-rail design offers contemporary simplicity
:✓�� ��am.»zayzuQaf�� a� lLsrss,f�.�rc;Je{�
—ter Board of Building Regulations and Standards
`� � K HOME IMPROVEMENT CONTRACTOR
Registration: 136605
Expiration. W6/2008 Tr# 125303
..Type. .Private Corporation;
S ELL ISLAND POOLS L4C:
WARREN CHERER.. :
1 1 CAMMETT RD ..`
MARSTON MILLS,MA 02648 Administrator
; � JlZC ZJO�/77//7204tU:o/1'GU2 (��L'2CL09q.G2LCGeG(b ,
BOARD OF BUILDING REGULATIONS
License: CONSTRUCTION CONSTRUCTION SUPERVISOR
Number CS;,:; 042838
Birthtlate 05/22/1950
Gonstructiori`=CS, ExPiCes 05/22/2008 Tr.no. 28725
Restricted 00
WARREN F SCHERER
12.1 CAMMETTRD
MARSTONS MILLS MA
Commissioner
I
Date:1/182008 11:06 AM Sender's Fax ID:Northwood Insurance Page 3 of 3
=� =� =+s-�.A"-=»= ::r3-.x• .ram--:s ..n'_ac•.r:m`=: .'"=s.' _'._ •s--'e'= WOMEN,
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.•--rr..T--•azs9•:x'�--�- - _'.''r.- •^-gv7C-��::�:asz�c:,s:z: sa«.:.s 2,��a �.:&
MEMO. -,..tea:....--g-a----.,.....,......= "' �......
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__' --�-�a'�^": �r'�-=._._ .....':ea3:-'-�-.ciw z:...:-..._.• :eem'i"':azzm.?'.£:e:.:a eF^n3��aiza _a:ss=.e'" z�3�:sP..;—.i-'._ea.:::.^x:-:..•c• ..:s- -gip .z'""..9::w �_.�:+�._xrz. ir'�.:a�:.z:.:.^u-^-......^�_:�.:a:::.':rs:-._..._ a:�,x«_.:..3£�-_-_a eei.^L.a-aa7a�..
[ PRODUCERY THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
Northwood Eshbaugh Ins Agency Inc HOLDER,THIS CERTIFICATE DOES NOT AMEND,EXTEND OR
805 west Main Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW
Hyannis,MA 02601
COMPANIES AFFORDING INSURANCE `
COMPANYA GRANITE STATE INSURANCE COMPANY
INSURED
Shell Island Pools Inc
121 Cammett Rd
Marston Mills,MA 02648-0000
'--• -�=:«_�:. _�'e=�:;.: v3.'• -•zee:•.=• -. -N _ _v_�sT-mr� ":r:':�_�-�-.��... ..._��'I�"�uis a
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR
THE POLICY PERIOD INDICATED,NOT WITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER
DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED THE
POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN
MAY HAVE BEEN REDUCED BY PAID CLAIMS.
co
LTR TYPE OF INSURANCE POLICY NUMBER POLICY EPFECTIM DATE POLICY EXPIRATION DATE
A WORKERS COMPENSATION
AND EMPLOYERS'LIABILITY
THE PROPRIETOR/ LIMITS
r >; s
PARTNERSIE%ECUTIVE - .. - .. -_:rr_-- �..;•�e---:_
. OFFICERS ARE: '�." �-.•.,
1 INCL 13 ExCL❑ 1 2246857 I 3/30/2007 I 3/30/2008 STATUTORY LIMITS a ,
OTHER - ,i -
Covempe Applesto MA Operafims Only.
PCHACCIDENT $ 500,00
DISEASE POLICY LIMIT $ 5W.:
DISEASE-EACH EMPLOYEE - $ 500,000
DESCRIPTION OF OPERATIONSIVEHICLES/SPECIAL ITEMS
I t.
CERTIFICATE HOLDER CANCELLATION i
TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10
367 MAIN ST DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT
HYANNIS,MA 02601 FAILURE TO MAIL SUCH NOTICE$HALL IMPOSE NO OBLIGATION OR LIABILITY OF
ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESEWATIVES.
AUTHORIZED REPRESENTATIVE
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map Parcel _1� 3� Permit#
4_t,
Health Division '1 i5 bq —z)jl. — ��s � � Date Issued �Al
Conservation Division ,/�'a 5� �r �� �' Fe?
Tax Collector60
Treasurer ✓ SEM SYSTEM MUST BE
INSTALLED IN COMPLIANCE
Planning Dept. WH TITLE 5
Date Definitive Plan Approved by Planning Board ENVIROWENTAL CODE AMD
TOWN REGULATIONS
Historic-OKH Preservation/Hyannis
Project Street Address
Village L A)
r
Owner � � /207�&Address
Telephone D � �r�f���, &Px), /N C 775- .04—S7
Permit Request a_oAj tla7cr EXI J7Tl" j �4 -7-a ,1729A
L-q !/
®vim
Square feet: 1 st floor: existing-9,�=J-+/ proposed2 2nd floor: existing o o proposed !6 B Total new
Valuation /e) 6 F 600 Zoning District 1 Flood Plain d1A Groundwater Overlay
9
Construction Type
Lot Size 1 8:7 ._CXA7 Grandfathered: ❑Yes /� No If yes, attach supporting documentation.
Dwelling Type: Single Family I Two Family ❑ Multi-Family(#units)
Age of Existing Structure // ,0 Historic House: ❑Yes ANo On Old King's Highway: ❑Yes CWjo
Basement Type: N Full jj�Crawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft)
Number of Baths: Full: existing 16 new d01094 Half: existing 1 new
Number of Bedrooms: existing new
Total Room Count(not including baths): existing new First Floor Room Count
Heat Type and Fuel: ❑Gas x0il ❑ Electric 0 Other 4kr_ ZV14
Central Air: ❑Yes " No Fireplaces: Existing New Existing wood/coal stove: ❑Yes NkNo
etached garage:�Q existing ❑new size Pool: ❑existing ❑new size AJ�'4 Barn:O existing ❑new sizee
Attached garage:/❑,existing ❑new size /a ShedA existing ❑new size Other:
Ak�— rer�a r�ll,c��a-t�etGE26X 32
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes )4 No If yes, site plan review#
Current Use )f Proposed Use /PTLd4� ���
BUILDER INFORMATION
Name. �� PR c— n& , ILT C- Telephone Number '--7 7 i7 O
Address 6iE54 License# 401�5
c� Home Improvement Contractor# f Q /`T
Worker's Compensation# Oe_-c 5e �7, /Z.O,03
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO F 7—
SIGNATURE DATE $ f�
r
__ rl
3 '
J
3
1
i
FOR OFFICIAL USE ONLY
' PERMIT NO.
DATE'ISSUED
MAP/PARCEL NO.
ADDRESS+ VILLAGE
OWNER
DATE OF INSPECTION:
FOUNDATION �0l9 Q ✓r i8 Q .;- �.' F• ;r ,y +
FRAME A M "�
} INSULATION Q P�S U ®� t �S7 ia'LIS,
FIREPLACE -• � � h _ � ,�� '
ELECTRICAL: ROUGH FINAL-
PLUMBING: ROUGH ,,,. FINAL
GAS: - ROUGI ,,p I FINAL
FINAL BUILDING' Or.
E
DATCLOSED OUT ~'
^4
N/ASSOCIATION•PLAN NO.
gar
r 03/19/2664 12:12 5687786866 RBL La4J PAGE 61
(PEgTXL, O rKEETT E, T C
40;A- rth Street
Hyannis, ;liassac[tusetts 02601
IiC #;5()dj75-7339
#( 0)778-6866
FACSIMILE TRANSMITTAL SHEET
TO: ToWTi of Barnstable, Building Division
Attention: Dave Mattos
FAX: #508-790-6230
FROM: Peter L. O'Keeffe, Esq
DATE: March 19, 2004
RE: 636 Scudder Avenue, Hyannis Port, Massachusetts
E.B. Ncrrs has applied on my behalf for a building permit for a two-car garage with a room
and, bath above it for my property at 636 Scudder Avenue, Hyannis Port. This letter will
confirm that this building will not in anylb�me ,�ife spacesed for living pu quarters,her paintingll it be
and as
rented out. The purpose of the room is t Y
a game room for myself.
Should you have any questions, please feel free to call me.
Peter L. O'Keeffe
The information contained in this facsimile temessage is nded only for the uNyyse of rY►e iR n&E�a Dr en tYam d above.PROD a der
OIL CONYEDENTIAL 'FORMATION ui
or this message is not the intended recipicnl,you are he. notified Chat any dissemination, distribution or copying of this
communication is strictly prohibited. If you have received this communication 5 Postal Service-immediatelyx,please Thank you F YOU
telephone and return,the original message m us at the above address via die
E.KPERIENCE ANY PROBLEMS WITH THIS TRANSMISSICN,PLEASE CALL(508)775-7339.
4
03/12/2004 16: 40 5087786866 RBL LAW PAGE 01
03/12/2004 15:44 FAX 508 775 7877 EB NORRIS 19001
Tow. of Barnstable
Regulatory Services
' Thomas F."er,Dkeetar
r � Duiltiing D ivisiou • _
• Tom Perry, Building commwo=
200 Main Street, Uy=ds,MA 02601
office: 508-862 4058 Fax; 508 79d-%30
Propehy PVmex Must '
Complete and Sigh.This Section
If'U'sfiig ,A.Budder
1
hesebp autbari2eego of ;
In all matt=xelative to work s affi AzeA bT this bu1�dv��ez�o3#�p�at�aa faze
(A.ddteso of job)
Sig at►ste of CL Date
RESIDENTIAL BUILDING PERMIT FEES
APPLICATION FEE
New Buildings,Additions $50.00
Alterations/Renovations $25.00
Building Permit Amendment $25.00
FEE VALUE wORKSHEET
NEW LIVING SPACE 89
8
2*,X 2¢ 5 square feet x$96/sq. foot= Z. x.0031=
plus from below(if applicable)
ALTERATIONS/RENOVATIONS OF EXISTING SPACE
square feet x$64/sq.foot= x.0031= IWA
plus from below(if applicable)
GARAGES(attached&detached)
Q S3
, 4 K 312 = 2 square feet x$32/sq.ft.= 2 6 2¢ x.0031= O .2 -
aN,gACCO201.
SORY STRUCTURE>120 sq.ft. `� D . y �" Y. a 6`
>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)
o�
Deck I x$30,00= a•
(number)
Fireplace/Chimney -O x$25.00=
(number)
Inground Swimming Pool $60.00 JIA
Above Ground Swimming Pool $25.00 /I/A.
Relocation/Moving $150.00 /J/A
(plus above if applicable) /
Permit Fee
F
projcost
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_ _--N75'39'0�
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1
RES.. ZONE- "RB" This MORTGAGE INSPECTION Plan is For. FLOOD ZONE- "C"
Bank Use Only
TOWN: -b-r-tVJYISF229Z------------ REGISTRY OWNER: PETER L_&_BREWDA LEE_OKEEFFE--_-
DEED REF: -------BUYER: __8ZFL 4N_CE----------------------=-----------
DATE: _j/17�,�d____---- PLAN REF: -IZ308_B& -`� --`:____ SCALE: 1"= 40_---FT.
_ _____________ YANKEE SURVEY
I HEREBY CERTIFY TO _'AEE_QQl1_BALNIf
COMPANY ___THAT THE BUILDINGS
SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS �;.. . = CONSULTANTS
SHOWN AND THAT ITS POSITION DOES ____ CONFORM 40B (SUITE I)
THE ZONING LAW SETBACK REQUIREMENTS OF THE :
...,JN OF _ L YAAlVIS_____-_ ___AND THAT INDUSTRY ROAD
IT DOES_ In _ LIE WITHIN THE SPECIAL FLOOD HAZARD MARSTONS MILLS, MA. 02648
''' "`
AREA AS SHOWN ON THE H.U.D. MAP DATED_12129 __ TEL: 428-0055
^�.i'�- �;UA-
Co u it -Panel 11 250001 0008 DrZ FAX: 420-5553
_ _____ THIS PLAN NOT MADE FROM AN INSTRUMENT 23143 CB
PAUL A. MER[T EW, PLS - SURVEY. NOT TO BE USED FOR FENCES. ETC.
F THE r. j
° The Town of Barnstable
$ Regulatory Services
�
i63q. �0 059 Thomas F. Geiler,Director,
' Building Division
Peter F. DiMatteo, Building Commissioner
367 Main Street,Hyannis MA 02601
Office: 508-862-4038 Fax: 508-790-6230
Permit no.
Date D
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: ��1�/ �Q Estimated Cost 1 D, 0 O D
zl
Address of Work: ` O�ZT
Owner's Name: P& raw
l
Date of Application:
I hereby certify that:
Registration is not required for the following reason(s):
[]Work excluded by law
❑Job Under$1,000
[]Building not owner-occupied
[]owner pulling own permit .
Notice is hereby given that:
OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED
CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE
ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A.
SIGNED UNDER PENALTIES OF PERJURY
I hereby apply for a permit the age of the owner.
Date Contractor Name Registration No.
OR
Date Owner's Name
q:forms:A ffidav:rev-070601
f��P, �/JO IIUIIIAJ'I7AIJPf.LGI� IJ/a. %/A!<1JILI✓/,LIbP� -
BOARD OF BUILDING REGULATIONS
License: CONSTRUCTION SUPERVISOR
Number: CS 015851
Birthdate: 09/28/1953
Expires: 09/28/2005 Tr.no: 6861.0
Restricted: 00
CRAIG N ASHWORTH
385 SEA STREET
HYANNIS, MA 02601 Administrator
Board of Building Regulations and Standards
One Ashburton Place - Room 1301
Boston. Massachusetts 02108
Home Improvement ontractor Registration
?gyp Registration: 102014
f,
,. € :..> Type: Private Corporation
} = Expiration: 6/30/2004
ERNEST B. NORRIS & SON INC z
Craig Ashworth -µ
385 Sea St X4 }$ '
Hyannis, MA 02601
g
i
Update Address and return card. Mark reason for change.
n Address f 1 Renewal F— Employment (— Lost Card
fie �arivnzor�usecc� o����czc/ucaelta ___.
t
Board of Building Regulations and Standards
License or registration valid for.individul use only
HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to:
i Board of Building Regulations and Standards
y Registration: 10", One Ashburton Place Rm 1301
f Expiration: 6/30/2004 Boston, Ma. 02108
Type` PnVate Corporation
Y f i
ERNEST B. NORRIS &SON INCY
Craig Ashworth "
385 Sea St
Hyannis, MA 02601
l - - _-.----_-.-- _-- l �i tr tnr. -tvalidwitbiQut-signature
:— The Commonwealth of Massachusetts
Department of Industrial Accidents
aNce of/oyestigatioos
- 600 Washington Street
- - Boston Mass. 02111
Workers' Com ensation Insnrance Affidavit
ii�
name:
location:
city phone#
❑ I am a homeowner performing all work myself.
❑ lamas I have no one workin in capacity
�g am an employer providing workers'compensation for my employees working on this job. -
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ctty: ..........................phone.# �;:<:;:;;;,�;;'::;;.;::.;:.J:.J>�,<:;;�.��:J�;:.::.JJJ:.<::;:?.:�:.J.?.>::�.J:.J:;<.,:.>J•:::::.�::::::
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Fu
❑ I am a sole proprietor,general contractor,or homeowner(circle one) and have hired the contractors listed below who
have
the following workers' compensation polices:
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u..J....::....•iiiJ:?:i:::::::.:.:.::::.y;.}•:.;:4.,...,::ii':^i•r.; ::;:?.;.y:::•::.:;:•.}:•::.;-.�:::.....:::.:+. iiJ;?•: ?•?:JJ:??;?{??;?•i:i•J:4:;??;:;^:;:�;;:;;{?.;.X;Y;:4::}•:.i:•::?•:;R:;.;{-ii}}J:?:i•J:Si:;4iiiiff::•}iiii:ii???? :iiiii}iii:;ii}:j+nisi
ynwn-.�,v
{J':C;?J'+'i .... isi:•i::::J.::C:.i::•i}J.:'JJJ::hi:;•:ii:•••:::.v.::::rv.:n..::::
::•.:..:-::n�.....
....... ......:......::. !:.:::w....,:•?;.,::!4;?YJ:v:i.^:?�iiii}i:;?i?�:i:?f:;:;:;:i::1ih:�::.w:.�:::.�x::..v�v:;•:4>J:ii:�J:
`•
....:..::.....................................................
#:: ;: :
•J:J:;.:.:;;>:..;>•:;.;;:;;:-:'-:;-:::•::•:;;•J:•JJJ:::;cJJJ:J:•: •::;•J:•J:;•J:•J:•:;;:•;:.:-;.;.;:>'�;:�;:.;::.:;;;::.;:.;:;;;:; ::::>J ;::<:;<•:iii:;<>:;:;::;r;;•:;i:;';:::?> ;'::»>::>::s:::;:.;i:•>::r;:::>:«::;:. ....:;::J:.:•J:;-:-;:.:;.;:
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 form of a STOP WORK ORDER and a One of$100.00 a day against me. I understa d that s
copy of this statement may be forwarded to the Office of Investigations of the DU for coverage verification.
I do hereby certify under the pains and penalties of ped at the information provided above is tnu and cored
Signature Date
printname Craig N. Ashworth phone# 508-775-0457
official use only do not write in this area to be completed by city or town official
city or town: permit/license# ❑Building Department
❑checkif immediate ropanse is requited ❑Licensing Board
❑Selectmen's Office
❑Health Department
contact person: phone#; ❑Other
(devised 9195 PJA)
OKEEFFE.RPT
( I
MAScheck COMPLIANCE REPORT ( i
Massachusetts Energy Code ( Permit #
MAscheck Software version 2.0
I I
checked by/Date
CITY: Hyannis
STATE: Massachusetts
HDD: 5973
CONSTRUCTION TYPE: 1 or 2 family, detached
HEATING SYSTEM TYPE: Other (Non-Electric Resistance)
DATE: 3-8-2004
DATE OF PLANS:
TITLE:
COMPLIANCE: PASSES
Required DA = 170
Your Home = 170
Area or Insul Sheath Glazing/Door
Perimeter R-value R-value u-value UA
-------------------------------------------------------------------------------
CEILINGS 544 38.0 0.0 16
WALLS: wood Frame, 16" o.C. 840 15.0 3.0 56
GLAZING: Windows or Doors 180 0.400 72
FLOORS: Over unconditioned Space 544 19.0 26
-------------------------------------------------------------------------------
°-COMPLIANCE STATEMENT: The proposed building design.-represented in theses
documents is consistent with the building .pplans, specifications, and other
calcul.ati.ons submitted. with the permit application. The..proposed buildingg
has been designed to meet the requirements of the Massachusetts -Energy code_
The heating load for this building, and -the cooli-ng load i-f appropriate
has been determined using the applicable Standard Design conditions found
in the code. The HVAC equipment selected to heat or cool the building
shall be no greater than 125% of the design load as specified in
sections 780CMR 1310 and 34.4.
Builder/Designer Date
0
MAScheck INSPECTION CHECKLIST
Massachusetts Energy Code
MAScheck Software version 2.0
DATE: 3-8-2004
Bldg. (
Dept. 1-
use
( CEILINGS:
[ ] ( 1. R-38
( comments/Location
( WALLS:
[ ] ( 1. Wood Frame, 16" O.C. , R-15 + R-3
( Comments/Location
Page 1
OKEEFFE.RPT
{ WINDOWS AND GLASS DOORS:
[ ] { 1. u-value: 0.40
{ For windows without labeled u-values, describe features:
{ # Panes Frame Type Thermal Break? [ ] Yes [ ] No
{ Comments/Location
I
{ FLOORS:
[ ] ( 1. over unconditioned Space, R-19
I Comments/Location
i
{ AIR LEAKAGE:
C 7 I Joints, penetrations, and all other such openings in the building
{ envelope that are sources of air leakage must be sealed. Recessed
{ lights must be type IC rated and installed with no penetrations
{ or installed inside an appropriate air-tight assembly with a 0.5"
{ clearance from combustible materials and 3" clearance from insulation.
i
I VAPOR RETARDER:
[ ] I Required on the warm-in-winter side of all non-vented framed
ceilings, walls, and floors.
{ MATERIALS IDENTIFICATION:
C 7 ( Materials and equipment must be identified so that compliance can
i be determined. Manufacturer manuals for all installed heating
{ and cooling equipment and service water heating equipment must be
provided. Insulation R-values and glazing u-values must be clearly
marked on the building plans or specifications.
DUCT INSULATION:
[ ] { Ducts in unconditioned spaces must be insulated to R-5.
Ducts outside the building must be insulated to R-8.0.
DUCT CONSTRUCTION:
[ ] { All ducts must be sealed with mastic and fibrous backing tape.
{ Pressure-sensitive tape may be used for fibrous ducts. The WAC
Isystem must provide a means for balancing air and water systems.
TEMPERATURE CONTROLS:
[ ] I Thermostats are required for each separate WAC system. A manual
{ or automatic means to partially restrict or shut off the heating
and/or cooling input to each zone or floor shall be provided.
{ WAC EQUIPMENT SIZING:
[ ] { Rated output capacity of the heating/cooling system is
I not greater than 125% of the design load as specified
in sections 78004R 1310 and 14.4.
{ MISC REQUIREMENTS:
[ ] { Refer to 780 CMR, Appendix J for requirements relating to swimming
pools, wAC piping conveying fluids above 120 F or chilled fluids
{ below 55 F, and circulating hot water systems.
----NOTES TO FIELD (Building Department use Only)-------------------------
0
Page 2
From:Joe Madera 508-862-6007 To:BOB MAGLIO Date:3/11/2004 Time:3:40:32 PM Page 2 of 7
B0�$E BC CALL®2003 DESIGN REPORT - US Thursday,March 11,2004 15:35
Double 1 3/4" X 9 1/2" VERSA-LAM®3100 SP File Name: EB Norris_OKeefe.BCC:FB02
Job Name: O'K636 Scudder
Description:GARAGE DOOR HEADER
Address: 636 Scudder Avenue Specifier:
City,State,Zip: Hyannisport, MA Designer: Joe Madera
Customer: E B Norris Company: SHEPLEY WOOD PRODUCTS
Code reports: ICBO 5512,NER 629 Misc:
1
2
Standard Load-40 psf l 10 psf Tributary 05-08-00
......:.........:x.:..r..:
B0
2692lbs LL B1
1501 Ibs DL 2692 Ibs LL
1501 Ibs DL
Total Horizontal Length-09-06-00
General Data Load Summary
Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur,
S Standard Load Unf.Area Left 00-00-00 09-06-00 Live 40 psf 05-08-00 100%
Member Type: Floor Beam Dead 10 psf 05-08-00 90%
Number of Spans: 1 1 EXT WALL Unf.Lin. Left 00-00-00 09-06-00 Live 0 plf n/a 90%
Left Cantilever: No Dead 80 plf n/a 90%
Right Cantilever: No 2 ROOF Unf.Area Left 00-00-00 09-06-00 Live 30 psf 11-04-00 115%
Slope: 0/12 Dead 15 psf 11-04-00 90%
Tributary: 05-08-00 Controls Summary
Control Type Value %Allowable Duration Load Case Span Location
Moment 9958 ft-Ibs 62.0% 115% 3 1 -Internal
Live Load: 40 psf Neg.Moment 0 ft-Ibs n/a 100%
Dead Load: 10 psf End Shear 3494 Ibs 47.3% 115% 3. 1-Left
Partition Load: 0 psf, Total Load Defl. L/352(0.323") 68.1% 3 1
Duration: 100 Live Load Defl. U549(0.208") 65.6% 3 1
Max Deft 0.323" 32.3% 3 1
Disclosure Notes
The completeness and accuracy of Design meets Code minimum(L/240)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(1")Maximum load deflection criteria.
evidence of suitability for a Minimum bearing length for BO is 1-1/2".
particular application. The output Minimum bearing length for B1 is 1-1/2".
above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing
code-accepted design properties
and analysis methods. Installation Connection Diagram
of BOISE engineered wood
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=5-1/2" a
d= 12" T
BC CALCO,BC FRAMERS,BCIS,
BC RIM BOARD'"' BC OSB RIM C
BOARDTm,BOISE GLULAM rm,
VERSA-LAM®,VERSA-RIMS,
VERSA-RIM PLUS®,
VERSA-STRAND TM, • •
VERSA-STUD®,ALLJOISTS and
AJSTm are trademarks of
Boise Cascade Corporation.
Page 1 of 1
From:Joe Madera 508-862-6007 To: BOB MAGLIO Date:3/11/2004 Time:3:40:32 PM Page 3 of 7
�i01$E BC CAM® 2003 DESIGN REPORT - US Thursday,March 11,2004 15:35
Single 11 7/8" AJSTM 10'APG File Name: EB Norris_OKeefe.BCC:J01
Job Name: O'Keeffe Description:TYPICAL JOIST
Address: 636 Scudder Avenue Specifier:
City,State,Zip: Hyannisport,MA Designer: Joe Madera
Customer: E B Norris Company: SHEPLEY WOOD PRODUCTS
Code reports: BOCA 22-09,SBCCI 9707D,ICBO PFC-5504 Misc:
Standard Load-40 psf 110 psf OC Spacing 16'
BO,1-1/21, 61,1-1/2"
76 l Ibs ILL302 Ibs LL
bs DL 76 Ibs DL
Total Horizontal Length-11-04-00
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 11-04-00 Live 40 psf 16" 100%
Member Type: Joist Number of Spans: 1 Dead 10 psf 16" 90%
Left Cantilever: No Controls Summary
Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location
Slope: 0/12 Moment 1070 ft-Ibs 29.2% 100% 2 1-Internal
Neg.Moment 0 ft-Ibs n/a 100%
OC Spacing: 16" End Reaction 378 Ibs 33.0% 100% 2 1-Left
Repetitive: Yes Total Load Defl. L/1885(0.072") 12.7% 2 1
Construction Type:Glued Live Load Defl. L/2357(0.058") 15.3% 2 1
Max Defl. 0.072" 7.2% 2 1
Live Load: 40 psf Span/Depth 11.5 n/a 1
Dead Load: 10 psf
Partition Load: 0 psf Notes
Duration: 100 Design meets Code minimum(L/240)Total load deflection criteria.
Disclosure Design meets Code minimum(L/360)Live load deflection criteria.
Design meets arbitrary(1")Maximum load deflection criteria.
The completeness and accuracy of
Minimum bearing length for 80 is 1-1/2".
the input must be verified by anyone
who would rely on the output as Minimum bearing length for B1 is 1-1/2".
evidence of suitability fora Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing
Connector Manufacturer: Simpson Strong-Tie®Company Inc..
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 BOARDT",BC OSB RIM
BOARD TM,BOISE GLULAMT"
VERSA-LAMS,VERSA-RIMS,
VERSA-RIM PLUS®,
VERSA-STRANDT",
VERSA-STUD®,ALLJOIST®and
AJSI are trademarks of .
Boise Cascade Corporation.
Page 1 of 1
From:Joe Madera 508-862-6007 To:BOB MAGLIO Date:3/11/2004 Time:3:40:32 PM Page 4 of 7
BC CALCO 2003 DESIGN REPORT - US Thursday,March 11,2004 15:35
Double 1 3/4" X 9 1/2" VERSA-LAM® 3100 SP File Name: EB Norris OKeefe.BCC: RB02
Job Name: O'Keeffe Description: HEADER OVER GABLE WINDOW
Address: 636 Scudder Avenue Specifier:
City State,Zip: Hyannisport, MA Designer: Joe Madera
Customer: E B Norris Company: SHEPLEY WOOD PRODUCTS
Code reports: ICBO 5512,NER 629 Misc:
�0
12
1
2 3
Standard Load-25 psf I t5 psf Tributary 01-00-00
BO
B1
1523 Ibs LL
2472 Ibs LL
1179 Ibs DL 1726 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 25 psf 01-00-00 115%
Member Type: Roof Beam Dead 15 psf 01-00-00 90%
Number of Spans: 1 1 RIDGE Conc. Pt. Left 05-00-00 05-00-00 Live 3795 Ibs n/a 115%
Left Cantilever: No Dead 2190 Ibs n/a 90%
Right Cantilever: No 2 EXT WALL Trapezoidal Left 00-00-00 Live 0 plf n/a 90%
04-00-00 Live 0 pff n/a 90%
Slope: 0/12 00-00-00 Dead 50 plf n/a 90%
Tributary: 01-00-00 04-00-00 Dead 80 plf n/a 90%
3 EXT WALL Trapezoidal Right 00-00-00 Live 0 plf n/a 90%
04-00-00 Live 0 plf n/a 90%
00-00-00 Dead 50 plf n/a 90%
Live Load: 25 psf 04-00-00 Dead 80 plf n/a 90%
Dead Load: 15 psf
Partition Load: 0 psf Controls Summary
Duration: 115 Control Type Value %Allowable Duration Load Case Span Location
Moment 12113 ft-Ibs 75.5% 115% 2 1-Internal
Disclosure Neg.Moment 0 ft-Ibs n/a 100%
The completeness and accuracy of End Shear 4119 Ibs 55.7% 115% 2 1-Right
the input must be verified by anyone Total Load Defl. U427(0.225") 42.1% 2 1
who would rely on the output as Live Load Defl. L 721 (0.133") 33.3% 2 1
evidence of suitability for a Max Defl. 0.225" 22.5% 2 1
particular application. The output
above is based upon building Notes
code-accepted design properties Design meets Code minimum(U180)Total load deflection criteria.
and analysis methods. Installation Design meets Code minimum(L/240)Live load deflection criteria.
of BOISE engineered wood Design meets arbitrary(1")Maximum load deflection criteria.
products must be in accordance Minimum bearing length for BO is 1-1/2".
with the current Installation Guide Minimum bearing length for B1 is 1-1/2".
and the applicable building codes. Member Slope=0,consider drainage.
To obtain an Installation Guide or if Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing
you have any questions,please call
(800)232-0788 before beginning Connection Diagram
product installation. Member has no side loads.
BC CALCO,BC FRAMERS,BCIS, Concentrated loads are not considered in side load analysis.
BC RIM BOARDT" BC OSB RIM BOARD?"',BOISE GLULAMT" Connectors are: 16d Sinker Nails
VERSA-LAMS,VERSA-RIMS, a=2„
VERSA-RIM PLUSO, b=3„ b d
VERSA-STRAND TM, c=5 1/2" 8
VERSA-STUDO,ALLJOISTS and d= 12"
AJST"are trademarks of T
Boise Cascade Corporation.
C
Page 1 of 1
From:Joe Madera 508-862-6007 To:BOB MAGLIO Date:3/11/2004 Time:3:40:32 PM Page 5 of 7
Bob"- BC CALC® 2003 DESIGN REPORT - US Thursday,March 11,2004 15:35
Triple 1 3/4" x 18" VERSA=LAM® 3100 SP File Name: EB Norris_OKeefe.BCC:RB01
Job Name: O'Keeffe Description: RIDGE
Address: 636 Scudder Avenue Specifier:
City State,Zip: Hyannisport,MA Designer: Joe Madera
Customer: E B Norris Company: SHEPLEY WOOD PRODUCTS
Code reports: ICBO 5512,NER 629 Misc..
�0
12
:I
BO B1
3795lbs ILL
2190 Ibs D 37951bs LL
L 2190 Ibs DL
Total Horizontal Length-22-00-00
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 22-00-00 Live 30 psf 11-06-00 115%
Member Type: Roof Beam Dead 15 psf 11-06-00 90%
Number of Spans: 1
Left Cantilever: No Controls Summary
Right Cantilever: No Control Type . Value %Allowable Duration Load Case Span Location
Slope: 0/12 Moment 32917 ft-Ibs 40.9% 115% 2 1-Internal
Neg.Moment 0 ft-Ibs n/a 100%
Tributary: 11-06-00
End Shear 5169 Ibs 24.6% 115% 2 1-Left
Total Load Defl. L/470(0.562") 38.3% 2 1
Live Load Defl. Lf741 (0.356") 32.4% 2 1
Live Load: 30 psf
Max Defl. 0.562" 56.2% 2 1
Dead Load: 15 psf Notes
Partition Load: 0 psf Design meets Code minimum(L/180)Total load deflection criteria.
Duration: 115 Design meets Code minimum(L/240)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
the input must be verified by anyone B1 is 1-1/2".
who would rely on the output as Member Slope=0,consider drainage.
evidence of suitability fora Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing
particular application. The output Connection Diagram
above is based upon building
code-accepted design properties Nailing schedule applies to both sides of the member.and analysis methods. Installation Member has no side loads.
of BOISE engineered wood products must be in accordance Connectors are:16d Sinker Nails
with the current Installation Guide a=2"
and the applicable building codes. d
To obtain an Installation Guide or if b=3"
you have any questions,please call c-7 a o 0
(800)232-0788 before beginning d= 12" C
product installation. e=3"
o o • o
BC CALC®,BC FRAMER®, BCI8,
BC RIM BOARD-, BC OSB RIM e o ' o
BOARDTM BOISE GLULAMT"'
VERSA-LAMS,VERSA-RIMS,
VERSA-RIM PLUS®, b
VERSA-STRAN D TM,
VERSA-STUDS,ALLJOISTS and
AJSTM are trademarks of
Boise Cascade Corporation.
Page 1 of 1
From:Joe Madera 508-862-6007 To:BOB MAGLIO Date:3/11/2004 Time:3:40:32 PM Page 6 of 7
Boisa; BC CALL®2003 DESIGN REPORT - US Thursday,March 11,2004 15:35
Double 1 3/4" x 11 7/8" VERSA-LAM® 3100 SP File Name: .EB Norris_OKeefe.BCC: FB01
Job Name: O'Keeffe Description: BEAM UNDER WALL AT DECK
Address: 636 Scudder Avenue Specifier:
City,State,Zip: Hyannisport,MA Designer: Joe Madera
Customer: E B Norris Company: SHEPLEY WOOD PRODUCTS
Code reports: ICBO 5512,NER 629 Misc:
\3/
v
1 2
IJIME
Standard Load-40 psf 1 15 psf Tributary 01-00-00
BO 11-04-00 AL 1 1-04-00
593 lbs LL B1 B2
3903 Ibs LL 838 lbs LL
438 lbs DIL 4255 lbs DL 631 lbs DL
Total Horizontal Length-22-08-00
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 22-08-00 Live 40 psf 01-00-00 100%
Member Type: Floor Beam Dead 15 psf 01-00-00 90%
Number of Spans: 2 1 EXT WALL Trapezoidal Left 00-00-00 Live 0 plf n/a 90%
Left Cantilever: No 11-04-00 Live 0 plf n/a 90%
Right Cantilever: No 00-00-00 Dead 0 plf n/a 90%
11-04-00 Dead 160 plf n/a 90%
Slope: 0/12 2 EXT WALL Trapezoidal Right 00-00-00 Live 0 plf n/a 90%
Tributary: 01-00-00 11-04-00 Live 0 plf n/a 90%
00-00-00 Dead 0 plf n/a 90%
11-04-00 Dead 160 plf n/a 90%
3 Conc.Pt. Left 07-04-00 07-04-00 Live 1523 lbs n/a 115%
Live Load: 40 psf Dead 1179 lbs n/a 90%
Dead Load: 15 psf 4 Conc.Pt.' Right 07-04-00 07-04-00 Live 2472 lbs n/a 115%
Partition Load: 0 psf Dead 1726 lbs n/a 90%
Duration: 100
Controls Summary
Disclosure Control Type Value %Allowable Duration Load Case Span Location
The completeness and accuracy of Moment 9795 ft-lbs 40.0% 115% 3 2-Left
the input must be verified by anyone Neg.Moment -9795 ft-lbs 40.0% 115% 3 1-Right
who would rely on the output as End Shear 1396 lbs 15.1% 115% 5 2-Right
evidence of suitability for a Cont.Shear 4343 lbs 47.0% 115% 3 2 Left
particular application. The output Total Load Defl. U904(0.151") 26.6% 5 2
above is based upon building Live Load Defl. U1466(0.093") 24.6% 5 2
code-accepted design properties Total Neg.Defl. -0.033" 6.7% 5 1
and analysis methods. Installation Max Defl. 0.151" 15.1% 5 2
of BOISE engineered wood
products must be in accordance Notes
with the current Installation Guide. Design meets Code minimum(U240)Total load deflection criteria.
and the applicable building codes. Design meets Code minimum(L/360)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 B1 is 3".
product installation. Minimum bearing length for B2 is 1-1/2".
BC CALCS,BC FRAMERS, BCIS, Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing
BC RIM BOARDT",BC OSB RIM
BOARD-,BOISE GLULAM—,
VERSA-LAMS,VERSA-RIMS,
VERSA-RIM PLUSS,
VERSA-STRAND TM,
VERSA-STUDS,ALLJOISTS and
AJSTm are trademarks of
Boise Cascade Corporation.
Page 1 of 2
From:Joe Madera 508-862-6007 To:BOB MAGLIO Date:3/11/2004 Time:3:40:32 PM Page 7 of 7
BOISE-; BC CALL®2003 DESIGN REPORT - US Thursday,March 11,2004 15:35
Double 1 3/4" x 11 7/8" VERSA-LAM®3100 SP File Name: EB Norris_OKeefe.BCC: FB01
Job Name: O'Keeffe Description: BEAM UNDER WALL AT DECK
Address: 636 Scudder Avenue Specifier:
City State,Zip: Hyannisport, MA Designer: Joe Madera
Customer: E B Norris Company: SHEPLEY WOOD PRODUCTS
Code reports: ICBO 5512,NER 629 Misc:
Connection Diagram
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"
T
c=7-7/8" a
d= 12"
C
Page 2 of 2
HYANNISPORT
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CAR/APPT O SETBACKS: 20 -15'.-15
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o PANEL NUMBER: 250001 0008 D
DATED.- 07-02-1992
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LOT 7 40 0 20 40 80 UNIT 1, 40 INDUSTRY ROAD "
MARSTONS MILLS, MA 02648
TEL• 508-428-0055 FAX 508-420-5553
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