HomeMy WebLinkAbout0327 OCEAN STREET %r
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05/07/2008 22: 10 Michele Cudilo, PE nu.ts'r 101
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MICHELECUDILO, P.E. v
Consulting Structurai: En, 'in'ee°r
123 Cottonwood Lane•Centerville,Massachusetts.02b32r.1979•(508)771-7601•Fax(548 j 7,71-7163' r
mcudilo a&omcast-net
DA : May S;2608 '
Sandra Davis :
344 Brookline St.- ;7;
corn
Newton Centre,MA 02,459-3.1-3 via email: nileeorlc
RE: STRUCTURAL REPORT
327.331 Ocean St.,Hyannis,MA
Dear Ms.Davis; .
At your prior request,l tttet with yAu,at tha above ct;ptioned.residence on May 3,200$,'for the'Purpose of
addressing the structuralt itegnty of the residential foundation,in particular as relr<ted1b the Ant
The purpose of this report is to list the structural issues of concern with regard to the observed conditions. Other
issues are not covered herein. Hidden conditions are the responsibility of original parties.
1.0 Background
The site fronts wetlands to the rear. The site pitches from the frot to the rear,allowing for a walkout foundation
design. The original structure was constructed around 1948 and renovated in 2005 to include a Garage wing,in an
L-shaped reetangular footprim,the garage itself approximately 24'sides x 24'length. At the time of observation,the
i structure was completed,leaving only the first floor framing exposed. The walkout and crawl foundation walls and
floor were observed as unfinished .
The original full height foundation was are 8"thick concrete block x 6'-2"(+/-)height above slab-on-grade roar and
less toward the front wall which is an exposed dirt floor. The layout has a walkout to the rear where there is an
approximately 4'masonry opening to the rear,and an approximately Twide door opening to the rear. The rear
lmeewall is W high. First floor joists,2x6Q18"o/c,spas•over mid-span girts of various sixes,supported on lally
cohnmmns,
7be Site Plan by Steve Doyle,R.L.S.of Stephen J.Doyle and Associates of East Falmouth,dated,2004 was
available at the time of this report. According to the insurance certificate,the Base Flood is A9,Elevation 10.0.
Slab-on-grade Elevation and top of foundation Elevation are not shown, Grade Elevation is 10.0 toward the front
and 4.0 toward the rear marsh. Therefore the top of foundation must be higher than front grade of 10.0. However,
no flood components for hydrostatic relief were observed in the new construction or on the plans.
Architectural plans showing structural components by JB Designs,W.Barnstable,MA,dated August 26,2004,were
available.
2.0 Fodndation
Most foundation wall surfaces appear in generally good condition,wide open mortar joints in isolated locations of
the original footprint block wall. The sohrtion is to rake the joints,and repoint with mortar t�ilsoko the Sa rAW and
Where the stone portion of the original foundation construction is married to the repair porti gaps
3rhoatd be manamd in. The undwrnihed portion of font wall at the water meftr will be welled,as you stated the
intent is to pour a front perpendicular buttress wall with a slab-on-grade throughout the front. The sill has been
replaced in locations and does not appear connected to ungrouted cores of the block. Add Simpson connectors on
12008-59
05/07/2008 22: 10 Michele Cudilo, PE N0.287 02
i
STRUCTURAL REPORT
327-331 Ocean St.,Hynnnis,MA r�
Page 2 cx�E '
I- _
the inside face,UFPI O-SDS3 at 4'We,or better. 4
Note that flood openings of sufficient area are required at 12"maximum above grade,of either Smartrents orj
breakaway panels. Lally columns are not suitable below the flood elevation;either pressw'e treated ti1nber and ored
at top and bottom,or concrete piers are required. The 6's Edition Massachusetts State Building Code requires that a
registered professional provide this information. Note that the plans call for a full basement,however a crawl space
was provided.
3.0 .Snoerstrnsturc Framin>t
First floor joists in the orioW footprint are of various depths and spans. The front,2x4 @ 18"o/c x 6'-9"is
insufficient,and requires sistered joists of the same depth of either SPF No.2 or ripped laminated veneer lumber
(LVL),to ensure fast floor deflection is within an acceptable range. 2x4 @ 18"o/c spanning 5'-8"or less is
acceptable. The rear 2x6(@ 18"spanning I P is insufficient to carry the load,and requires sistered joists of same
depth LVL. Further double joists below kitchen island is recommended for reduced deflection: Where lally columns
have a portion of a cut girt in place,it is recommended that a pressure treated post with Simpson cap and base plates
be provided. Existing girls 46 are split;calculations for maximum span of 10.2'(R.H.S.from rear entrance),with
tributary span of 11'first floor load only,may be sistered with(2)-1-3/4"x 5-1/2"LVL to each side(4 pieces total),
fastened together with.Timberlok screws,2 @ 16"o/c,2"from top and bottom;a bearing plate over a pressure
treated post is then fastened to the existing slab and footing. Temporary jack columns may be removed once joists
and Oft have been sistered as above. Alternatively,use LVL of the same girt depth,ganged to the checked face of
girt,to repair girls.The center firmer fireplace base remains,and permanent support of flaming to the top of this
mass will reduce floor deflection. Note that one post at this mass toward the front is not bearing and requires a
thickened footing when the slab is ponied.
The renovation plans included a steel beam at the 22d floor over the kitchen._This load appears carried through two
columns at the first floor level,and the flour is deflected toward those columns. The load is required to be
transferred to the foundation,therefore a post on a thickened slab is recommended;as the existing framing is just
meeting span requirements.
In the Garage addition,Guest BR shed dormers are spanned with 24'long LVL,not shown on the plans. No
engineering data was available on the Garage center beam. The master bath pocket door slides without applying
pressure,and the top of wall above the opening varies indicating a sagged floor,possibly the lack of double joists
below partitions. Conditions are Hidden. .
4.0 as-and Reoaomeodations
The above information provides you with the minimum requirements for maintenance of the sductural integrity of
the above captioned residential and foundation structure,namely sistering first floor framing of the original footprint
m accordance with span requirements of the Massachusetts State Building Code. Flood requirements for the
addition require verification.
I trust the contents of this report meet your needs at this time. Should you have any questim on any of the above,
please do not hesitate to call.
SMa�ly,
Michele Cudilo,P.E.
/2008-59
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map Parcel: �� 4 Application #
Health Division Date Issued
Conservation Division Application Fee
Planning Dept. Permit Fee
Date Definitive Plan Approved by Planning Board !
Historic - OKH Preservation/Hyannis V
Project Street,Address
Villages
Owner J��U�D�-/� 0tyi `5 Address SAME /°►5 t9'�o ✓C
Telephone
Permit Request
c
1F � :10 COAJ c42 Tl,
Square feet: 1.st floor: existing proposed 2nd floor: existing proposed Total new
Zoning District Flood Plain Groundwater Overlay
Project Valuation Construction Type
Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units)
Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No
Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft)
Number of Baths: Full: existing new Half: existing new
Number of Bedrooms: existing _new
Total Room Count (not including baths): existing new First Floor Room Count
Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other
Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coa stove: Yes_❑ No
Detached garage: ❑ existing 0 new size_Pool: ❑ existing f s'g g g g new size _ Barn: ❑exisng ❑ w size_
Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: - '`.
.�- >
Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ �a
Commercial ❑Yes ❑ No If yes, site plan review#
Current Use Proposed Use 0 M
11 --
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
Name �OV f- M mac- N Telephone Number _��737�32 y
Address ?0 „ • 17-7 License # �S �°t�_
A'OK570 M/L-L`5 /IL4 02&qi Home Improvement Contractor# 3 ��
Worker's Compensation #
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN T6_ 7bo
SIGNATURE DATE
y ��
ins
S
FOR OFFICIAL USE ONLY
jS "APPLICATION#
s �
DATE ISSUED
4
MAP/PARCEL N0. r
ADDRESS VILLAGE
-=OWNER
j
DATE OF INSPECTION: ,
FOUNDATION i
FRAME
INSULATION
FIREPLACE
ELECTRICAL: ROUGH " FINAL
PLUMBING: ROUGH FINAL
4
GAS: ROUGH FINAL i
FINAL BUILDING
f `
DATE CIiOSED OUT ,
ASSOCIATION PLAN NO. ;
.a
i
The Commonwealth of Massachusetts
goDepartment of Industrial Accidents
Office of Investigations
600 Washingfon Street
Boston, MA 02111
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors[Electricians/Plumbers
Applicant Information - y Please PantLe�iblY_
Name(Business/Organizationflndividual): -Dr)
-D L� /r) ^Ili V 1 �
Address: .O L
v
City/Stat,/Zip: n' 79/5 MjL 5 /VO Phone-#: It Cl
Arre�you an employer? Check the appropriate box: Type of project(required):
1.ET 1ou am a employer with 4. I am a general contractor and I 6- ❑New construction
employees(full and/or part-time).* have hired the stab-contractors
2.❑ I am a sole proprietor or partner-
listed on the attached sheet. 7. ❑Remodeling
• ship and have no employees These sub-contractors have g- 0 Demolition -
employees and have workers'
working for me in any capacity. t 9. ❑Building addition
[No workers' w co .incirancrc comp-insurance.
required.] 5. We are a corporation and its 10-0 Electrical repairs or additions
3.❑ I am a homeowner doing all work officers have exercised their I LE]Plumbing repairs or additions
m right of exemption per MGL
yself[No workers' comp. 12.❑Roof repairs
insurance required. t c. I52, §1(4),and we have no 13.❑ Other
employees. [No workers'
comp.insurance required.]
*Any applicant that checks box#1 must also fail out the smbon below showing their workers'cornpansarion policy inforn-atiorL
t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must subrnit a new affidavit indicating such.
rContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employers. If the sub-ontractors have employees,they must providt their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and jab site
information.
Insurance Company Name: /<Ati(�,r-G �✓ � %L�
Policy#or Self-ins.Lic. Expiration Datc:
Job Site.Address: 3Z1 ( J/' City/State/Zip: i
Attach a copy of the workers' compensation policy declaration page(showing the policy,number and expiration date).
Failure to socure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
5ne 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 the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the MA for Insurance coverage verification.
I do hereby certify gnd&r the pains"and penalties of perjury that the information provided above" uerand carre t
Vc�Si atrzce: Date: 64, G v
Phone# 73?�-3Z-(-/
Offtchd use only. Do not write in this area, to be completed by city or town offuiaL
City or Town: Permit/Licease#
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector
6. Other
Contact Person: Phone#:
Information and Instructions
Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees:
Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of bire,°
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 Iegal 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 tha grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer."
MGL chapter 152, §25C(6) 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,MGL chapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall
enter into any contract for.the performance of public work until acceptable evidence of compliznce with the insurance
requirements of this chapter have been presented to the contracting authority."
Applicants
Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if`
necessary,supply sub-contractors)name(s),address(es)and phone numbers) along with their certi ficate(s)of,
insurance. Limited Liability Companies*(LLC) or Limited Liability Partnerships (LLP)with no employees other than the
members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have
employees, a policy is required Be advised that this affidavit 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. Self-insured companies should enter their
self-insurance license number on the appropriate line.
City or Town Officials
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 permit/license number which will be used as a reference number. In addition, an applicant
that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current
policy information(if necessary) and under"Job Site Address" [he applicant should write"all locations in (city or
town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the
applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each
year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture
(i.e. a dog license or permit to born leaves etc.)said person is NOT required to complete this affidavit
The Office of Investigations would like to thank you in advance for your 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
Departnent of Industrial Accidents
Office of Investigat o'ns
6Q0 Washington Stmet
Boston, MA 02111
Ttal. # 617-727-490.0 ext 4-06 4r 1-977-MASSAFE
Fax# 617-727-7749
Revised 11-22-06-
www.mass.gov/dia
• � it
.M
�pFTHEro,,� Town of Barnstable A
Regulatory Services
&UMSTABLE,
MASS. �,, Thomas F. Geiler,Director
o; Building Division
Tom Perry, Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-403 8 Fax: 508-790-6230
Property Owner Must
Complete and Sign This Section
d If Using A Builder
- _ I, �''` a`� C% ».a ; as Owner of the subject property- o
hereby authorize I,)Ol)6' m ULLz'.11 to act on my behalf,
in all matters relative to work authorized by this building permit application for:
(Address of Job)
/3--o fi
Signature of Owner _ Date
l } I C111�
_Print Name .r ;.
If Property Owner is applying for permit please complete the Homeowners License
Exemption Form on the reverse side.
�r
. r
Town of Barnstable
tHE Tp��
y o� Regulatory Services
" Thomas F.Geiler,Director
BARNSTABLE, ` �.
MASS.
Building Division
TFD � Tom Perry,Building Commissioner .
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
, + 4
Office: 508-862-4038 Fax: 508-790-6230
---------------
HOMEOWNER LICENSE EXEMPTION
Please Print
DATE:
JOB LOCATION:,.
number street village
"HOMEOWNER':
name home phone# work phone#
CURRENT MAILING ADDRESS:
city/town state zip code
The current exemption for`°homeowners"was extended to include owner-occuRiied 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 inspection procedures and requirements and that he/she will comply with,said procedures and
requirements,
Signature of Homeowner
Approval of Building Official
Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the
State Building Code Section 127.0 Construction Control.
HOMEOWNER'S EXEMPTION
The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions
of this section(Section 109.1,1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such
Work,that such Homeowner shall act as supervisor."
Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,
Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly.
when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed
Supervisor. The homeowner acting as Supervisor is ultimately responsible. 1.
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 caret amend and adopt such a fomJcertification for use in your community.
i
. 1119 /:I .....7C�I9:Ia7aMrY•LiMaaol7Ai:131■intrr_v�u r._Q�laeswrm.t-rr.• �.r-.4•.��..- -.4.,
M ...ITE STATE INSURANCE COMPANY ]0285-0000 WC 638-88-43
13'102 -------------------------------------------
013-66-1107-00
--.-. . . . PENNSYLVAN I A
a C'
DOUG MULLEN Member Companies of
VU
PO BOX 1274. `�
MARSTOWS MILLS, MA 02648-0000 American International Group
EXECUTIVE OFFICES:
70 PINE STREET, NEW YORK, N:Y. 10270
SEE NAME AND ADDRESS SCHEDULE - WC990610
i.D# MA UI#:
OCEANSIDE INSURANCE AGENCY INC
WORKERS COMPENSATION AND EMPLOYERS 52 WEST MAIN ST
LIABILITY POLICY INFORMATION PAGE HYANN I S, MA 02601-0000
INSURED IS PREVIOUS POLICY NUMBER
INDIVIDUAL (RENEWAL 008855933
OTHER WORKPLACES NOT SHOWN ABOVE:SEE NAME AND ADDRESS SCHEDULE - wc9go6lo
ITEM 2 POLICY PERIOD 12,01 A.M.standard time at the insured's
mailing address FROM 1 1/21/07 TO 1 1/21/08
ITEM 3 A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed
here:
MA
B.'Employers Liability Insurance: Part Two of the policy applies to the work in each state listed in item 3.A.
The limits of our liability under Part Two are: Bodily Injury by Accident $ 100,000 each accident
Bodily Injury by Disease $ 500,000 policy limit
Bodily Injury by Disease $ 100,000 each employee
C. Other States Insurance: Part Three of the policy applies to the states, if any, listed here:
SEE ENDORSEMENT WC200306A
I,ITEM 4 The premium for this policy will be determined by our (Manuals of Rules, Classifications, Rates and Rating Plans.
All information required below is subject to verification' and change by audit.
t
Estimated Total Rate Per Estimated
Remuneration Premium
Classiticatiods Code Number ❑ ❑ munerat on Q Annual 3 Yeas
,. Annual 3 Year
SEE EXTENSION OF INFORMATION PAGE - WC7754
, TAXES/ASSESSMENTS/SURCHARGES $150
EXPENSE CONSTANT(EXCEPT WHERE APPLICABLE BV STATE) $3 18 MA
MINIMUM PREMIUM $5j06 MA TOTAL ESTIMATED PREMIUM . $3,065
If indicated below, interim adjustments of premium shall be made:
Semi-Annually Quarterly' Monthly DEPOSIT PREMIUM
i
ENDORSEMENTS(FORM NUMBER) SEE ATTACHED. FORM SCHEDULE - WC990612
r
12/29/07 ASSIGNED RISK- 66 LUIA
Issue Date Issuing Office Authorized Representkitive wO D0 00 01
� - � ✓!ie Vi ar��incoouueal� o�./�aaaac�ivaelt��
8 r License or registration valid for indmdul,tse only: Board of Building Regulations and Standards
.S'
before the expiration date. If found return to: f HOME IMPROVEMENT CONTRACTOR
Board o� 31tii1dmgRegulations and:Stan .ds Registra6on* 138368
One Ashhurton Place Rm 1301 —
Expiratron 3/27/2009 Tr# 128181
E Boston;'Ma.02108 ,
Type DBA"
MULLEN BUILDING&'"REMODELING
i)OUGLAS;MULLENL
59 NOBBY LN
Not val' thoutsp nature. i +Y'EST YARMOUTH;MA 02673 g s Admin�strahu
.,
" d stand`ards
Boar o u► mg egu atio s an
i
Construction Supervisor License '1
Licerl a CS 81905
�! �e,
Expir t o 1-I,-2312010 Tr# 15516
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DO.UGLAS W MUL'I�ENr�R
I 59 NOBBY LN
<. . I
l YARMOUTH,MA 02673� Comm�ssioner
W.
s
2008 JA -5 Pp' 46 32
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cons Structural' n 'il'ee°r '
•, 77. 7t;01 •Fpx,( �714W
123 Cottonwood Lane•Centerville,Massachusetb Ub3Z,•1979 (50$) 1-
mcudilo a@Comcast•net
•''DATE. May S,2008
Sandra Davis
344 via email:
Brookline 3t. dscrttzer !•c�
Newton Centre,MA Q459-3.1.3y
. . •nile
RE: STRUCTURAL RI+ZPORT
327.331 Oeean•St.,Hyannla,MA
Dear Ms..Davis;
.y pri with at thF.*Ve r ptioped:residence on lylay e ; h� �'P of
At our or request,•l ti+et yAst+ 1 to the .
addressing the stc-W-1 booty of the residential foundation,in particu
The purpose of this report Is to list the structural issues of Concern with regard to the observed conditions. Other
issues rpan,M f this M herein. Hidden conditions are the responsibility of original Parties.
LO_tLckm!ound from the front to the rear,allowing fora walkout foundation
•i•ac aide fronts wetlands to the treat. The site pitches
design The original structure was Wastructed around 1948 end renovated in Jen to include a G of wmS,in an
the garage itself approximately 24' silos x 24'length• At the tune of obsttrvvation,the
L�shaped'rectm►glilar t, The walkout and crawl foundation walls and
MOM wa .Completed,leaving only the first floor tlramin$exposed•
floor were observed 80 tmfi mWUA
ade rear
The original gull,height foundation walls are 8"thick ooncreta block x 6-2"(+l-)WO above slab-anVd
Tess towardahe f v at wall which is an exposed dirt floor'. The Imput has a walltoutto the rear where thesis an
3'wide door openin8 to the rear 'rite rear
�h,V mmonry opening to the tees,and an approximately on lally
11 is.36"higlh• First floor joists,2xti@jr,o/c,span over mid-span guts of various sixes,supported
� cahmms. �
1
The Site plan:by Steve Doyle,R.L.S.of&Vhen J.Doyle and Asmeiates of East Falmouth,dam,2004 was
available stake time of this mPort. Aeco ft to the.insurance cef ifIcMC6 hC BW NOW is A9,Elevation 10,0.
of n Elevation are not shown, Grade Elevation,is 10.0 toward the ftont
Sltlbon-gr de Elevation and toy erthan.f�!1 of 10.0. However,
and 4 0 toaaM.the rear n>arsh. Therefore the top of fowtdation must be;high
no flood components for hydrostatic relief were observed in the new Construction or on fhe Plans.
Architech"Plans showing structural componeMs by 7B Designs,W.Barnstable,MA,dm&August 26,2004,were
' available.
2.0 Fam"ation good condition,with open mortar joint'in isolated locations of
Most foymdadorr wall smuft appear in generally
the origi W footprint block wall. The solution is to rate the joists,and repoint with mortar to fill into the gees•
Where the atone portion of the ongbW foundation Constaurdo n is married to the repair portio�e,some exist and
Jhoreld as;mce in. The undwmined portion of}darn wall at the wemer meter will be welled,Bayou stated-the
out the il+ont. The sili_atas been
intent is to pour a front perpendicular buttress wall with a slab-on-grada tl►>nii8h
replaced`in locations and does not appear cotntected to ungrotued cores of the block. Add Simpson eozmectors on
/2008459
VV'/�VI/ LVVV LL• iV 1111r11OIV NNNI IV> IL. 11V.LV1 VL
STRUCTURAL REPORT
317 31 Oft St,,Hy,smn*MA
Page 2
the inside fag;UFO lO-SDS3 at 4'O/C,or better.
Note:that flood openings of sufficient area are-required at 12"maximum above grade,of either.Smatvents.or
breakaway panels. Lally columns-are not.suitable below the flood elevation;fter..pressure.troated,limber anchored
at top and bottom,or concrete piers are required. The 6*Edition Massachusetts State:Building Code requires that a
registered professional provide this information. Note that the plans call for a full basement,however a crawl space
was provided.
3.0: acture Framing
First floor jorsts<in the original footprint are of various depths and spans. The front,20 @ l8"o%x 6'-4"is
insufficient,and requires sistered joists of the same depth of either SPF No.2 or ripped laminated veneer lumber
(LVL),to ensure,fust floor deflection is within an acceptable ran$e. W @ IV'O/C spanning.S'-V'or less is
acceptable. The rear,2x6@ 19"spanning 11'is insufficient to carry the load,and requires sistered joists of same
depth LVL. `Further double Joists below kitchen island is recommended for reduced deflection. When lally,coluntra
have a Portion of a cut girt in place,it is recommended that a promure treated post with Simpson cap and base plates
be provided. Existing:girts 4x6 are split;calculations far maximum span of 10.2'(R.H.S.from rear entrance),with
tn%utary span of I V fast floor load only,maybe sistered with(2)-1-3/4"x 5-1/2"LVL to each side(4 pieces total),
fastened together with Timberlok screws,2 @ 16"o%,2"from top and bottom;a bearing plate over a pressure
treated post is then Sstened to the existing slab and footing. Teanporary jack columns maybe removed once joists
and girts.have been sistered as above. Alternatively,use LVL of the same girt depth,ganged.to.the checked face of
OM ID rePlOsirts.The coroner former fireplace base remains,and permanent support of iismiagtothe top of this
maps.will reduce floor deflection. Nobs drat one post at this mass toward the fimnt is not beams and requires a
thickened footing when the slab is poured. ^ �
The renovation plans included a steel boom at the 206 floor over the kitchen. This load appears carried through two
columns At the first flour level,and the flour is deflevted toward those columns. The load is required to be
transferred to the foundation,therefore a post on a thickened slab is recommended,as the existing framing is just
meeting span requirements. I
In the Geroge addition,Guest BR hed dormers are spanned with 24'long LVL,not shown on the plans. No
engineering data was available on the Garage center beam. The master bath pocket door slides without
applying
pressure,and the top of wall above the opening varies indicating a sagged floor,possibly the lack of double joists
below partitions. Conditions are Hidden.
1
4.0.&nSba ko-ad Re meudatlona
The above won provides you with the minimum requirements for maimmattce of On suttcatral integrity of
the above captioned residential and foundation structure,namely sisterirtg first floor fming.of the:original footprint
in accordance with 90 requirements of the Massachusetts State Building Code. Flood requirements for the
addition:require verification.
I frost the contents of this report meet your needs at this time. Should you have any questions on any of the above,
please do not hesitate to call.
Shrcer�aty,
Michele Cudilo,P.E.
Moos-s9
TOWN OF BARNSTABLE
CERTIFICATE OF OCCUPANCY
i
PARCEL ID 325 018 GEOBASE ID 23811
ADDRESS 327 OCEAN STREET PHONE
. HYANNIS ZIP -
LOT BLOCK LOT SIZE
DBA DEVELOPMENT DISTRICT HY
PERMIT 89849 DESCRIPTION CERTIFICATE OF OCCUPANCY
PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY
CONTRACTORS: Department of
ARCHITECTS: Regulatory Services
TOTAL FEES: $25.00
BOND
$.00 VWCONSTRUCTION COSTS
756 CERTIFICATE OF OCCUPANCY 1 PRIVATE ILOys
* BARNSTABLE,
MASS.
i639- Al
BUIL ING D SION
BY
DATE ISSUED O1/23/2006 EXPIRATION DATE
THE FOLLOWING
IS/ARE THE BEST
IMAGES FROM POOR
QUALITY ORIGINALS)
I M ^C&L
DATA
all t k..v..,. ..
' )?HONE
k ZIp
LOT ,SDI ZE
DISTRICT HY
21CAR BED/S Y ABOVE l ST DEF
PERMIT ADDITION',
Depirtmefit of
Regulatory Services�_
o
BARNSTABLE,
BUILDING DIVISION
BY
TOWN OF BARNSTABLE
BUILDING PERMIT d
PARCEL ID 325 018 GEOBASE ID 23811
ADDRESS 327 OCEAN STREET PHONE
HYANN I S -'' ' ` >< ZIP
t,OT BLOCK LOT SIZE
DBA DEVELOPMENT DISTRICT HY
PERMIT 79470 DESCRIPTION ADD GARAGE 2/CAR BED/SIT ABOVE 1 ST DEN/LPNI
PERMIT "TYPE BADDI TITLE BUILDING PERMIT ADDITION
CONTRACTORS: TARDAN ICO, CHARLES W. Departmen Of
ARCHITECTS:
Regulatory Se-vices-
TOTAL FEES: $718.73
BOND $.00 ptr
CONSTRUCTION COSTS $163, 104-00
434. RESID ADD/ALT/CONY 1 PRIVATE I IV O�":" ..._
* BARNSTABLE, * 1
MASS.
16g9.
RFD MP'�A
BUILDING DIVISION
BY
' DATE ISSUED 09/23/2004 EXPIRATION DATE `✓ `�` `" C�'�` �"
THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN-
CROACHMENTS ON PUBLIC PROPERTY,NOT-SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR
ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS
PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS.
MINIMUM OF FOUR CALL INSPECTIONS REQUIRED
FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE
1.FOUNDATIONS.OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR
2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH-
(READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS.
3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE.
4.FINAL INSPECTION BEFORE OCCUPANCY.
® •
BUILDING INSPECTION APPROVALS PPLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTIQt4 APPROVALS
I MAY I Ci 1
w 1 HEATING INSPECTION P OVALS ENGINEERING DEPARTMENT
BOARD OF HEALTH
OTHER: ITE PLAN REVIEW APPROVAL
J I Z
fo
P
WORK SHALL NOT PROCEED UNTIL, ,PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS
THE INSPECTOR HAS APPROVED THE,
STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY
VARIOUS-STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA-
TION. NOTED ABOVE. TION.
S
. t� ..ice. V�.'-�' f�• M � ,_��* , •
r
��, s
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
'Map Parcel ;01's 0'1� •;r1f €£'�'" Permit# l
Health Division
Date Issued
Q P 20
70
Co Division OF�' tv� Application Fee
A� za, ®�� :Dey►�
Tax Collector - ✓ - Permit Fee#419 P
Treasurer lOi�
Planning Dept. A
CCMW
Date Definitive Plan Approved by Planning Board
Historic-OKH Preservation/Hyannis
Project Street Address ? !�L'G �/ }���3�.�f ✓�ps'
Village
Owner &.4wc �=�-GL Address
Telephone
Permit Request % q'®' 7 ,� � ��,� C X, Z&C!V,&0 M alLgEw f4b
Square feet: 1 st floor: existing 266 proposed 2nd floor: existing proposed 1,01KA Total new
Zoning District Flood Plain Groundwater Overlay
Project Valuation 16,5, le-Lf Construction Type �� LF�--
Lot Size 4 6 0316" Grandfathered: WYes ❑No If yes, attach supporting documentation.
Dwelling Type: Single Family Two Family ❑ Multi-Family(#units)
Age of Existing Structure /®,DES Historic House: ❑Yes U-146*'_ On Old King's Highway: ❑Yes P_i4o
Basement Type: Q<Ul-1 &K-rawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) ,( Basement Unfinished Area(sq.ft) �/f0 i
Number of Baths: Full: existing new k Half: existing O new 0
Number of Bedrooms: existing_ new f—
Total Room Count(not including baths): existing i� new First Floor Room Count
Heat Type and Fuel: VGas ❑Oil ❑ Electric ❑Other
Central Air: ®'Yes ❑No Fireplaces: Existing �_ New Existing wood/coal stove: ❑Yes ❑No
Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size
Attached garage:❑existing ew size°1� Shed:❑existing ❑new size Other:
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes ❑No If yes, site plan review#
Current Use Proposed Use _
BUILDER INFORMATION
Name Telephone Numberlt? �--� C�
Address 60% -ea' License# <5�9
Home Improvement Contractor# / -.
Worker's Compensation# Z&Gf 3;;L- _
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
i
SIGNATURE DATE
a FOR OFFICIAL USE ONLY
PERMIT NO.
DATE ISSUED ,
MAP/PARCEL NO. f
ADDRESS _ v VILLAGE t
' OWNER
1
DATE OF INSPECTION:
FOUNDATION , 1 d► 1
FRAME
INSULATIONS 4_,I /?`G S
r }
FIREPLACE ,
i Y ♦
ELECTRICAL: ROUGH + FINAL
PLUMBING: ROUGHS dy FINAL
GAS: ROUGH FINAL✓
FINAL BUILDING, '
DATE CLOSED OUT y
f -
ASSOCIATION PLAN NO. r
f
�3n3
oY E down of Barnstabh '
Regulatory Services. '
Thomas F.Geiler,Director
Building Division
• Tom Terry,Building Commissioner '
200 Main street, Hyannis,MA 02601
Office: 508-862.4038 Fax; 508-790-6230
• penuit no. _ •
Data '
AFI'IDAVIT '
HOME ROROVEMENT CONTRACTOR LAW
SUPPUMENT TO PERMCx APPLICATION ,
MQL c,142A requires that the"reconstrmotion,alterations,renovation,repair,modernization,conversion,
-invroveraeut,removal,demolition,or construction of an addition to any pie-existing owr;er-occupied
biding containing at least one but not more than four dwelling units or to structures which aro adjacent to
•• suah residence or buildin be done by registered contractors,with certain exceptions,along with otber
requirements,
• Type of Work: 2 L Estimated.Cost 1� /&
Owner's Name; iSf;�rt��Z ��- LC
Date of Application;- Ile,4f!V
I hereby certify that:
jV.#stmation is not required for the following reasons);
[]Work excluded bylaw
[]lob Under$1,000 '
[]Building not owner-occupied
[]Owner pulling own permit ,
Notice is hereby given that:
OWnRS P'(TLIMG TEETR OWN PERMIT OR DEALING WITH UNREGISTERED
CONTRACTOpS FOR AYPLICAB„X,E HOME ZUROYFWNT W OMD 0 NOT SAYE
AMISS TO TEE-AMITRATION PRO GRAM OR GUARANTY FM UNDER MGL c.142A.
SIGNED MMFRPBNALTTF,S OF PERJURY '
' Ihdreby apply for apermit as the agent of the owner:
I)a Contractor NameA IteQisErationrlo.
OR
Owner's Name . '
r
The t✓omnwnwealth of Massachusetts .
Department of Industrial Accidents'
wee emmuffogm
- 600'Washington Street
�- Boston,Mass. 02111.
J ' Workers', Com ensation.,Insurance Affidavit-General Businesses
// / x 8_. :�i0t/i�j +Sro.• T+
name: � .- .. .. •^x d � , . . ;;,. ... c•!'_
address., LL C- + state:* 2h)
o ,, +a inra$oTi(full address) ��/
Work sit --_a__
I am.a sole proprietor and have no one Business Type: (]Retail Restaurant/Bar/Eating Establishment
working in any capacity. [� Ofce❑ Safes(mcluding.Real Estate,Auios etc.)'
❑I am an em to er with ein Io ees(full& art time: ❑ Other
/ %%% %f/ /Wom
employer providing vtorkers' compensation for my employees worlsng on this fob. _
!''•°1�3. a;\t '.!e •t•tj:4? ..i•.,w.j:', rs_.::' �i �J tt "•;;'••4:y• '7.1'h:.:ii�.•'r :e,�• •�' .i. •
.
adai. s- ,ry '7 '• :vt', ' :•i' '' ,l '; '!L- .'('•:i:;•. '?i:i:,,:` ':r •• .. .j'• .
• •t _ a °• �W lr'•�� �,�• `'G,,��cyr i" ~ii:' .>.•" �t. •'• .n• :)t �•.ti f..,+wTi..:.�.:� r 1•-f:'.:i;.
L6 d'7' t
::t.. .i'r - •J. `i� ,t e t.!,'' .r4 •1r• �y1'r {
i '•t fib. - 'hone.#•':�''',
'a,. t :L;� �4�• ., 1 +tp jj nut,. .l�•t• (��q
•l.'.• 1'r :. ii 'i,� ' :.•• .i;..•,� 'p�, Ol1C''•it:• T" ••r L' 't••'••
N. •'''•: 1{ •lam.''•!•:••
VINNINEWIM
ElI am a sole proprietor and have hired the independent contractors listed below who have the following workers'
.compensation polices:
t"r.i: i:t^•''. '- •',\tJ :4•' •'!:••, JL: -r' •t i .1•:'; ..iv w):,.::' :.�..r:a1' ^,•f,•il.;-J!• •/:;`.{'.
omren ' = :r•a �' :,.�:\r; s- r J:;;:a:•n'aDae: - .
C aY'. iy`'•j •.r �,.� •ti•"J:•�. ,•', (h'r:fr ,'t;:•lN .t�.':t ... .•, 't::,:'�. :,:�.-?tVs: .-'�.-,i-+_ ..
si$dress:.
•:•. 'Y! .R':,�' .tx 'yl ::M`.�4'I.• tt. ^�.;•• t'• .1��. ter' •:t'i f..�••.vt�' !r): `r^
t: .. r' „ .7, t•• .;�•• •r',:7 1? .;,•. ae•Y$:. '��-•, .'J. \ ..
Cl ,„., ;:C :)v;' J:••i.'r,••J-Li:`i`:• 't''3•:i::' .,•;�,`'ir-`:-''.. ;r::i' ,.t' •i 'n:� ,iZr��;:;. •'t: .t'.•'
.� •r'.'fs• .C: ;�•. $a♦ra:"':.'14 a(, .k _,:' !•O'11C :#'•' .+,ji';x•\-. a;••.dt '':,;:•� `' i..; ,: ,.
ins-,irsnce:co. =ti' -'•Y'
.1� f y.J:I 'i.. ': r f!*:••'i: t ':t• ,{.F." '•'h• 'fir•1 f RUNIME
:?.." I.:, i!'t'�. ''y i•{.
coin ari. nente:•;.;t ::•. ,.. . .t: :1,.
r .+ .t4..r .ti^ � !i'{.:r' iJ'• .��:ti YT:11,<.'J r �{•:
Rorie
CI' t:r- t/;.. :i.4• •,t.,,.-..•t::y: •'i.. i.�7 �•J 't' tl>,y.;tJi;•..T.�.: J•T�+,: .... ":!:,'�!.. ';�:.. .:�.:" •, ,i,' .
' +•}4': ''��i•.y:�: :.t'' .•� .1. e .:\~. ^;i:,:." , i\,•f,:•;�,:�'•y; is L�i�.."
in's"ur-snce A;, '
FaUui a 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 fdim of s STOP WORK ORDER and it fine of$100.00 a day against me. I understand that$
t may be forwarded to the Office of Investigations of the DIA for coverage verification.
copy of the statemen
I do hereby certifyunder the pain penal ' s of perjury that the information provided above is true and correct
✓~ Date
Signature Phone# .��'-7��•�Q• - •
Print Hama ..
official use only do not Pyrite In this area to be completed by city or town official
city permit/license it ❑Building Department
h or town: ❑Licensing Board
❑•checkif immediate response is required ❑Selectmen's Or-Ice
❑Health Departmeni
contact person•
phone#; ❑Other _
(:ev9ed Sept 20�3)
L
Inforrxiation and Instructions.
er mp ... atidii for'their
;.
Massachusetts General Laws ch4 pter�152 section 25 regnues all enpl.oyers to
servi e of anotherunder any contract
employees. As quoted from the law', an employee is.defined as every p
of hire; express or implied; oral or written. ;
foyer is defined as individual,lrartliership, association, corporation or other legal entity, or any two or more of
emP
An
the foregoing engaged in a•joint enterprise, and including the legal representatives of a deceased employer, or the receiver or
trustee of an individual,partnershi association or other legal entity, employing employees. 'However the owner of a
. P�.
dwelling house��g'not'inore than three apartments and-who resides therein, or the.occupant of the dwelling house of
another who employs persrnis to do.maintenane, construction or repair work on such dwelling house 6r 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 vVlthhold 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, neithex the
commonwealth nor.any.of its political subdivisions shall enter into any contract for the performance of public work until
liance with ,the insurance requirements of this chapter have been presented to the contracting .
acceptable evidence of comp
authority.
j
Applies
o your 6tiiation..,-Please
Please fill,in .the workers' compensation affidavit completely,by checking cateof nssur that aapal�affidavits lmaybe submitted
supply company name, address and phone numbers along with a ce
to the Department of In Accidents-for confizmatim 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 an 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 0-in the perrrntllicense number.which will be used as a reference number, The.affidavits may.be'.returned to
theDeparfinentbj�,rnail OfFAX•unless other:arrangementshavebeenmade. ;.
The Office of Investigations would like to thanit y'vu in advance for you cooperation and should you have any questions,
Please do nothesitate to give us a-call.-
The Department's address,telephone andfax number:
The Commonwealth Of Massachusetts-
Department of Industrial Accidents
ice of�esffgatiens '
600 Washington Street
Boston,Ma. 02111
fax#: (617)7Z7-7749
phone#: (617) 727=4900 ext..406
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 WORKSHEET
NEW LIVING SPACE
square feet x$96/sq.foot= 1�®D 6.00 x.0041=
plus from below(if applicable)
ALTERATIONS/RENOVATIONS OF EXISTING SPACE
square feet x$64/sq.foot= �'��� x.0041= /001 74
plus from below(if applicable)
GARAGES(attached&.detached)
square feet x$32/sq.t.= x.0041= 75. •6-'7
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.0041=.
STAND ALONE PERMITS
Open Porch x$30.00=
(number)
Deck x$30.00= _.
(number)
Fireplace/Chimney x$25.00=
(number)
Inground Swimming Pool $60.00
Above Ground Swimming Pool $25.00
Relocation/Moving $150.00
(plus above if applicable)
Permit Fee
_ Projcost
r -
Town of B arj .stable ,
Feg datoxy Services
Thomas F.r-suar,Director
sARx L'L'
9� s6�9 h1� Building Df SIOn
TomFerry, Building Commissioner,
200 Main street, Hyannis,MA 02601
-- Vnm tawn,b arnstable.ta%,us _
Fax: 508-790-6230
pfftce: 508-862'`�03 8
p�'oerty ClerMust
Complete ana Sign This Section -
• If Using ABuilder
as Owner of the subject property -
.'to�aetonmybe�aTf;` . . .. _ _..
• '. . h�byauthozize � , Iicationfor, • ' • . .. ..
matters relative to work authorized by thisit gn bwlding permit apg - -
(Address of lob) - -
s
I'riatName
i"1 Ji
� � ✓�ze i�anvnzanurecc�i o�✓�/�aaaac�u�avlC.a-.
BOARD OF BUILDING REGULATIONS
Licerlfe: CONSTRUCTION SUPERVISOR
Numben"CS 015925
;M1 Birthdate: 04/0111939
Construction=GS, Expires: 04/01/2006 Tr.no: 21561
Restricted: '00.
CHARLES W TARDANICO':
PO BOX 628
OSTERVILLE, MA 02655-
ActingFC01nmisr6oner
Board of Building Regulations and Standards
One Ashburton Place - Room 1301
Boston. Massachusetts 02108
Home Improvement Contractor Registration
Registration: 118389
Type: Individual
Expiration: 3/7/2005
CHARLES W. TARDANICO
CHARLES TARDANICO
105 BAY ST/PO BOX 628
OSTERVILLE, MA 02655
Update Address and return card.Mark reason for change.
Address [] Renewal Employment J Lost Card
l Board of Building Regulations and Standards License or registration valid for individul use only
1I HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to:
Board of Building Regulations and Standards
Registration: 118389 One Ashburton Place Rm 1301
Expiration: 3/7/2005 Boston,Ma.02108
Type: Individual
CHARLES W.TARDANICO
CHARLES TARDANICO
105 BAY ST/PO BOX 628 ,
OSTERVILLE,MA 02655 Administrator Not valid without signature
. Permit Number
REScheck Compliance Certificate Checked By/Date
Massachusetts Energy Code
REScheckSoftware Version 3.5 Release le
Data filename: C:\Program Files\Check\REScheck\Nancy Segal ocean street.rck
PROJECT TITLE:Garage Addition/Renovation
CITY:Barnstable
STATE: Massachusetts
HDD: 6137
CONSTRUCTION TYPE: 1 or 2 Family,Detached
HEATING SYSTEM TYPE: Other(Non-Electric Resistance)
DATE: 09/09/04
DATE OF PLANS: 7/13/04
PROJECT DESCRIPTION:
Nancy Segal and Erin Ryan
327 Ocean street
Hyannis Ma 02601
DESIGNER/CONTRACTOR:
East Bay builders
P.O.Box 628
Osterville Ma
COMPLIANCE:Passes
Maximum UA=324
Your Home UA=256
21.0%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1:Flat Ceiling or Scissor Truss 936 30.0 0.0 33
Wall 1: Wood Frame, 16" o.c. 1530 19.0 0.0 68
Window 1: Wood Frame:Double Pane with Low-E 205 0.330 68
Door 1: Glass 150 0.330 50
Door 2: Solid 42 0.140 6
Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 576 30.0 0.0 19
Floor 2:All-Wood Joist/Truss-.Over Unconditioned Space 360 30.0 0.0 12
Furnace 1:Forced Hot Air,95 AFUE
Air Conditioner 1:Electric Central Air, 12 SEER
COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building.plans,specifications,
and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts
Energy Code requirements in REScheckVersion 3.5 Release le (formerly MECchec�and to comply with the mandatory
requirements listed in the REScheckInspection Checklist.
'.Scheck Inspection Checklist
Massachusetts Energy Code
REScheckSoftware Version 3.5 Release le
DATE: 09/09/04
PROJECT TITLE:Garage Addition/Renovation
Bldg.
Dept.
Use
I
Ceilings:
[ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation
Comments:
I
Above-Grade Walls:
[ ] I 1. Wall 1: Wood Frame, 16" o.c.,R-19.0 cavity insulation
Comments:
I
Windows:
[ ] I 1. Window L Wood Frame:Double Pane with Low-E,U-factor:0.330
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? [ ] Yes[ ]No
Comments:
I
Doors:
[ ] I 1. Door 1: Glass,U-factor:0.330
Comments:
[ ) I 2. Door 2: Solid,U-factor: 0.140
Comments:
I
Floors:
[ 1_ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation
Comments:
[ ] I 2. Floor 2:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation
] Comments:
I
Heating and Cooling Equipment:
[ ] 1. Furnace 1:Forced Hot Air,95 AFUE or higher
Make and Model Number
[ ] ( 2. Air Conditioner 1:Electric Central Air, 12 SEER or higher
Make and Model.Number
I
Air Leakage:
I Joints,.penetrations,and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] I When installed in the building envelope,recessed lighting fixtures
shall meet one of the following requirements:
,1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture
and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space.
2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944
L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture
shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled.
I
Vapor Retarder:
[ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
The ineating 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 and J4.4.
Budder/Designer Date
Table 1: Minimum.Insulation Thickness for Circuialing Hot Wzter-Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range F 2"Runouts 1" and Less 1.25"to 2" 2.5" to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
.MOTES TO FIELD (Building Department Use Only).
. .� _Materials Identification:
[ ] I Materials and equipment must be identified so that compliance can be determined.
[ ] I Manufacturer inanuals�for all installed heating and cooling equipment and service water heating
[ equipment must be.provided.
[ ] I Insulation R-values,glazing U-factors, and heating and cooling equipment efficiency must be clearly
marked on the building plans or specifications.
I
Duct Insulation:
[ ] I Ducts shall be insulated per Table J4.4.7.1.
I
Duct Construction:
[ ] I All accessible joints,seams,and connections of supply and return ductwork located outside
conditioned space,including.stud bays or joist cavities/spaces used to transport air,shall be sealed
using mastic and fibrous backing tape installed according to the manufacturer's installation
instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted.
[ ] The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
[ ] Thermostats are required for each separate HVAC system. A manual or automatic means to
partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided.
I
I Beating and Cooling Equipment.Sizing:
[ ] I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as
specified in Sections 780CMR 1310 and J4.4.
I
Circulating Hot Water Systems:
[ ] I Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
[ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
of the heating energy is from non-depletable sources. Pool pumps require a time clock.
I
Heating and Cooling Piping Insulation:
[ } I HVAC_piping conveying fluids above120 OF or chilled fluids below 55 OF must be insulated to the
levels in Table 2.
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BUILDER: JOB ADDRE$SI NANCY 9EGAL t ERAN RYAN RENOVATE f ADD TO EXISTINCs STRUCTURE 092E REVISION DRAB BY PAGE SCAL t n
'R 321 OCEAN STREET 08-26-20O4 Jg I/4 . I-O -le �eS�nr�
HYANNIS MA. I P RCHASS oP DRAUMG6 WvBe PINCNASgI MMpONMLE FOR COnPL1ANCE ON ALL T EXACT SIM AND REINFORCQIENT OF ALL CONCRETE FOOTMGS S ALL POOTINGS eHALL EXTEND BROW PROSTLME VERIFY DEPTH BO61 St OS]O
tocAL gUUDMG CODES ANp OROMANCES.�B DE6IGN6 MAY NOT HELD RESPONSIBLE PII16T BE DETEIenlr�BY LOCAL SOIL CONDITIONS AND ACCEPTABLE {VERIFY STRUCTURAL ELEMENTS FOR DESIGN I S,ILE WEST DARN6TADLE nA,otsee
FOR SITE CONDITIONS OR FOR THIN USE OF TNE6E vptAWMGe DURING CONSTRUCTION. PRACTICES,OP CONSTRUCTIOR VERIT DEMN UITM LOCAL ENGINEER CAL SITU LO ENGINEER AND BODING 4fFICLAL6.
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I F
� LOCUS
4 �
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�004 BIrLff
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G�IIold .
Locus Map
AIL
160.26 �o
44
GRAPHIC SCALE
,� 20 o 10 20 40 so
' Qt
56 0
( IN FEET )
1 inch = 20 ft.
IRON PIPE
FNLa
I
+
j EL0' g 141'
TOTAL AREA I Proposed ,1 `�- 11 12 CB 12
PARCELS 1 AND II q� I Balconp 2 I'ND
31,038.tsq.ft. El. ' + i f/ Prnposed +
Balcoap \ + i ZONING DISTRICT. RB..........
_ e.e` _ - i OVERLAY AP & RPOD
...............
i
+�' ,��, •,, ::�: •-::�::�: ;::::;.:::::;. . .:..� • .. � 1 ASSESSORS MAP 325
....... .
-�— Wetland Ea�stl� Pe v�d L►rlr i PARCELS 18 & 182
FLAGS BY "MM" ,<t : - Atka::.. �►Sy
...... .............
...... ............. .
.::.:. ..:.. ,::t:::.::..::..:... :.:..::. i
�'e' • •• i BUILDING SETBACKS:•
El 4.o , ::. FRONT 20'
SIDE & REAR — 10'
.211
_ + i1 ► FEAM DATA ZONE "A9" (EL 10.0
AL
i i
o Existing �.... Pro osed 7• ' i ``= i FIRM PANEL 250001 0006 D
Dwelling / p MAP REVISED. 071021.92
....
Drive i. ...... . :..:
::.
$e :Ez 4 3 : ;:•:: ,..... ; •`•` RECORD OWNERS:
_. _• :•:::::•:;:::: >:-: :,::::..;:•> :•:: �\ + + + +a, = ' NANCY SEGALL
— EA s` + i b►:: ERIN E. RYAN
5827115 64
ry 12O o
.............
r �
Sg2Y115" ' Wide —9 .> 30.8 $ c 1 :; •;:.:••• ' j `�
E Easern�nt - - ; c. ,Si t o PI a i o f La n d
sTl�
SET —'_ '`:• + ' Prepared For.
10
Z'eB 89 — �l i 32 C'�'AN ,S'TRE�'T
11 sB f`72 i
CB
FND
i
Hyannis, Massa ch use t is
Scale.• 1" 20' Da te.• April 25, 2004
Prepared By.-
Stephen J. Doyle and Associates
42 Canterbury Lane, E. Falmouth, MA 02536
Telephone: 5081540-2534
Re vi.� iaz� SZac
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1
NO. DATE DESCRIPTION BY
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