HomeMy WebLinkAbout0031 DOVETAIL LANE AFL/
Cape Save Inc.
7-D Huntington Avenue
South Yarmouth, MA 02664
Tel: 508-398-0398 Fax: 508-398-0399
12/4/18
Brian Florence CBO
Town of Barnstable
Building Division ,� o
200 Main St.
Hyannis,MA 02601 o
RE: Insulation Permit B-1873317
a
Dear Mr. Florence: N
This affidavit is to certify that all work completed for 31 Dovetail Lane; CotuiVhas been.°
inspected by a third party Certified Building Performance Institute(BPI)Inspector.
All work performed meets or exceeds Federal and State Requirements.
Sincerely,
William McCluskey
Town of Barnstable Building
S ." z .:r -k `� �'I y`, a ,w�•t
s Po"st'Th�s A'iio Tt atY►t:�s 1/isible'Frorn,thJe 4;r et, `Approved Plans.Must bye Retained on Job and this Card Must be Ke t
e AQx onHaBeen;Made
r x ar s p •
Posted Until:;Flnal tnspectl ., .
4qs� .,.. ...: .. : Permit
WhereaCertificate o�#Occupancy is Required,such£Buildmg shall Notbe Occupied until a Fina!Inspectsonhas been made
Permit No. B-18-3317 Applicant Name: William McCluskey Approvals
Date Issued: 10/09/2018 Current Use: Structure
Permit Type: Building-Insulation-Residential Expiration Date: 04/09/2019 Foundation:
Location: 31 DOVETAIL LANE,COTUIT Map/Lot: 002-002-121 Zoning District: RF Sheathing:
Owner on Record: GONSALVES,ADRIENNE L ,Contractor.Name.' .WILLIAM J MCCLUSKEY Framing: 1
Address: 31 DOVETAIL LANE ContractorLicense: CSSL-102776 2
COTUIT, MA 02635 Est. Project Cost: $ 1,300.00 Chimney:
Description: Air seal the attic plane and basement with expanding foam. General Permit Fee: $85.00
weatherization. Insulation:
-Fee Paid: $85.00
Project Review Req: Date. ' 10/9/2018 final:
Plumbing/Gas
vvL, Rough Plumbing:
... Building Official final Plumbing:
Rough Gas:
This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within siic-months after issuance.
All work authorized by this permit shall conform to the approved application and the`approved construction documents for<which this permit has been granted. Final Gas:
All construction,alterations and changes of use of any building and struct1.ures<shall be in compliance with the local zoning by-laws"and codes.
This permit shall be displayed in a location clearly visible from access street or,road and shall be maintained open for public inspection for the entire duration of the
. Electrical
work until the completion of the same.
Service:
The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit.
Minimum of Five Call Inspections Required for All Construction Work:, Rough:
1.Foundation or Footing
2.Sheathing Inspection Final:
3.All fireplaces must be inspected at the throat level before firest flue lining is installed
4.Wiring&Plumbing Inspections to be completed prior to Frame inspection Low Voltage Rough:
5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final'
6.Insulation
7.Final Inspection before Occupancy
Health • `
Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final:
Work shall not proceed until the Inspector has approved the various stages of construction.
"Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department
Final: I
Building plans are to be available on site
All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT
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SCALE:N.T.S. SCALE:N.T.S. ,JOB` 1403
� DRAWN BT: KW
DATE: 3/19/14
mot ' . Town of Barnstable
Building Department - 200 Main Street
STABLE, � Hyannis, MA 0260.1
9 MASS.
�p 16gq. (508) 862-4038
e Ce.rtif
icate of Occupancy
Application Number: 201402118 CO Number: 20140108
Parcel ID: 002002121 CO Issue Date: 08112114
Location: 31 DOVETAIL LANE Zoning Classification: RESIDENCE F DISTRICT
Proposed Use: POTENTIALLY DEVELOPABLE LAND
Village: COTUIT
Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00
CERTIFICATE OF OCCUPANCY RES
Comments:
Lau
B di apartment Signature Date Signed
f
tNE TOWN OF BARNSTABLE
' 201402118 p •
BARNSTABLE, Issue Date: 04/16/14 Permit
9 MASS.
�Al 1639• a�� Applicant: BAYSIDE BUILDING,INCw Permit Number•' B 20140844
Fp�►
Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 10/14/14
Location 31 DOVETAIL LANE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME
Map Parcel 002002121 Permit Fee$ 510.00 Contractor BAYSIDE BUILDING,INC
Village COTUIT App Fee$ 100.00 License Num 005645
Est Construction Cost$ 100,000
Remarks s APPROVED PLANS MUST BE RETAINED ON JOB AND
TO CONSTRUCT A 3 BEDROOM,2 BATHFHOME WITH AN THIS CARD MUST BE KEPT POSTED UNTIL FINAL
ATTACHED 1 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A
CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH
Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL
Address: PO BOX 95 INSPECTION HAS BEEN MADE.
CENTERVILLE,MA.02632
Application Entered by: JL Building Permit Issued By: Lilt.I 46:i�
THIS PERMIT CONVEYS RIGHT T,O'OCCUPY-ANY STREET ALLEY'.OR-SIDEWALK`OR'ANY PARTTHEREOF;:EITHER TJNPORARIIY
0P- T ENCROACHMENTS ONPUBLIC PROPERTY,NO
SPECIFICALLY,PERMFFPEDUNDER THE BUILDING CODE;MUST BE APPROVED:BY THE JURISDICTION..;;STREET OR ALL Y,GRADES AS ,L1 A DEPTH AND LOCATION OF PUBLICSEWERS'MAY BE
. :. . ,,
OBTAINED FROM THE DEPARTMENT OF PUBLIC:WORKS,'THE ISSUANCE'OF THIS PERMIT DOES NOT'RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION
RBSTRICTION&r `.•' .< x,
MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK:
1.FOUNDATION OR FOOTINGS.
2.SHEATHING INSPECTION
3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED.
4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION.
5.PRIOR TO COVERING STRUCTURAL MEMBERS.(FRAME INSPECTION).
6.INSULATION.
7.FINAL INSPECTION BEFORE OCCUPANCY.
WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS.
WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES,OF CONSTRUCTION.
PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF
DATE THE PERMIT IS ISSUED AS NOTED ABOVE..:
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS'DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c,142A).
® iFROM-THE
BUILDING INSPECTION APPROVALS * PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS
616011
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—yr►su � �(��IIH ��, -
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1 Heating Inspection Approvals En neering Dept
Fire Dept 2 1 hp 11 Board of Health
Duct Leakage Test Form
Customer Information: Test Conditions:
Name: Bayside Building Date: 7/1/2014
Address: 1645 Falmouth road Bayberry square Time:
City: Centerville Indoor Temperature(F):
State/Zip: Ma 02632 Outdoor Temperature(F):
Phone: (508)775-1040 Floor Area(ft'): 1350
Email: System Airflow(cfm): 1400
Cooling Size(tons):
Heating Size(btu): 80,000
Building Address:(if different from above) Primary Location of
Street: 31 Dovetail Lane Supply Ductwork: Basement
City/State: Cotuit Ma. Primary Location of 1
Return Ductwork: Basement
Comments:
System located in the basement on one zone.
Duct work in cold spaces insulated with r-8 foil faced insulation all others r-6.
All joints seams and connections sealed with 1580 Venture mastik tape UL#181b-fx
System tested after rough install with Minneapolis duct blaster.
Sheet metal permit#2 201404229
Total Leakage Test Depress Press Outside Leakage Test Depress Press
Test Pressure: (Pa) Test Pressure: (Pa)
Baseline Duct Pressure(optional): (Pa)
Duct Press. Flow Ring Fan Press Duct Press. Flow Ring Fan Press
Pa) Installed Flow(cfm) Flow(cfm)
( (Pa) (Pa) Installed (Pa)
25 3 50
Fan Model/SN:
Results:
Outside Leakage(cfm):
Fan Model/SN: Outside Leakage as%
System Airflow:
Results: Outside Leakage as%
Total Leakage(cfm): 50 Floor Area:
Total Leakage as%
System Airflow: Eric Whiteley
Toal Leakage as% W.V:RN.N eric@wvwhiteley.com
Floor Area: 3.7
-INC, 28 Village Landing
MYMNO MOM`AM c 04TI iNG
P.O. Box 1266
W.Chatham,MA 02669
Plumbing Heating T508-945-1100
Air Conditioning _ F 508-945-5549
Since 1952 www.wvwhiteley.com
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: c� Conwrion-weal"th of Alassachuset s I� 157
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Date: PeITIlit it
Jli,r. 2 2.
Estimated Job Cost: S �bi���. , J Periut F.
-Plans Submitted: YES NO-T6WN OF BARN viewed: YES NO
Business Licensees Applicant License U a9�
Business Infonllation: Property Owner/Job Location Information:
s
Name: - U�Yn Ot'� Loh)' Name: n3
a
Street: D V)I I Q La �t-C 1 Street:
J. nn
City/To-wn:. C City/To-wn:
Telephone: . 5 Dg^ 7 U 5_' I )Oc Telephone: nj
Photo I.D. required/Copy- of Photo I.D. attached: YES
sta i Ltial
J-1 /M-1-unrestricted license
J-2 /M-2-restricted to dwellin-s stories or lass and commercial up to 10,000 sq. RL./_-stories or. ess
Residen ial: 1-2 family Multi-fa_nily Condo/To-vahiou.scs Other
Commercial: Office Rttail Industrial Educational
Institutional other
Square Footage: under 10,000 sq.ft. V -over 10;000 sq. "f. Dumber of Stories:J
Sheet metal work- to be completed: Ne-w Work: Renovation:
IIVAC Metal Watershed Roofing Kitchen Ella�ist System
Metal Chimnev/Vents Air Balancing
Provide detailed description of-work to be done:
INSURANCE COVERAGE:
I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L. Ch. 112 Yes No❑
If you have checked Yes, indicate the type of coverage by checking the appropriate box below:—
A liability insurance policy Other type of indemnity ❑ Bond ❑
I
OWNER'S INSURANCEWAIVER: I am aware thatthe licensee does not have the insurance coverage required by Chapter 112 of the j
Massachusetts General Laws, and that my signature on this permit application waives this requirement.
Check One Only i
Owner ❑ Agent ❑
I
Signature of Owner or Owners Agent
I
By checking this box],I hereby certify that ail of the details and information 1 have submitted(or entered)regarding this application are true and
accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be
in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws.
Duct inspection required prior to insulation installation: YES NO
Progress Inspections
Date Comi-ments
Final Inspection
- - Date - - - - - - - - - - - - -Comments _
Type of License: I i
5y ❑ Master
Master-Restricted
CityFl-own
❑Jaurneypers°n Signature of Licensee
❑Joumeyperson-Restricted License Number: Ct 7 7
Fee c Check at- v
`-.Mass. 0'rlydo1
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Inspector Signature of Permit Approval
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Fold,Then Detach Along All Perforations
;COMMO(yWEALTH OF MASSAC.HUSETTS
a a
BOARD SHEET METAL WORKERS
SM AS A BUSINESS
ISSUES.THE.ABOVE LICENSE TO.
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TYPE ER`IC T.: W KITE LEY: .
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P0` BOX, 1266
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Fold.-Then Detach Along All Perforations
rQs COMMONWEALTH OF M #SSACHUSETTS
BOARD 0 , r�
4` SHEET METAL WORI(ERS
IS;SUES}4THE FkOLLOW=ING L:ICENSE I
;�`' AS A MASTER UNRESTRI:CTED �'
PO; BOX 248
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WEST £HQATHAM :8 MA026/6g-o28;p x f
AS'SACHLTSETTS DR1�71=R'S
,LICENSE 65a ,1
9aEND -_4d NUMBER;
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DD 07-09.2014 Rev 07.152009 a _{
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WVERNON-01 CLEDDUKE
DATE pitliDOn'YPY) I
CERTIFICATE OF LIABILITY STY INSURANCE 10/212013
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE,HOLDER.THIS 1
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED.BYTHE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder,is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to
I the terms and condilions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the
I certificate holder in lieu of such endorsement(s).
PRODUCER I co,, Donna Pearse '•
NAId E: FAX
(Rogers & Gray Ins.-Dennis Branch .CND < : 508 398-7980 I Alc Pml:I817)816 2156
434 Rte 134 E-MA
South Dennis,MA 02660 ADORES,,dpearse@rogersgray.com I
l I INSURER(S)AFFORDING COVERAGE j NAIC
t
j I INSURER A:ARBELLA PROTECTION
INSURED I IPJSUREft 8: '
I
W.Vernon Whiteley Plumbing &Heating Co, Inc [INSURER C
t I I
Chatham Sheet Metal, Inc.
P.O.Box 1266 I INSURER D:
i 1
I West Chatham,MA 02669-1266 I INSURERE: i
(III I INSURER F
COVERAGES CERTIFICATE NUMBER.: REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOY]HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREI?IENT, TERINA OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE N-AY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECTTO ALL THE TERMS, !
E'<CLUSIONS `I ID CONDITIONS OF SUCH POLICIES UTAITS SHOIIhN NI AY HAVE BEEN REDUCED BY PAID CLAINIS I
INSR ADDL 5U6R I POLICY EFr I POLICY EXP I LPAIT5
LTR I TYPE OF INSURANCE i PJS `rArD I POLICY NUMBER bIPAi00/YYYY IPVAIDDP{Y'('{
I- 1,000,OOOi
GENERAL LIA6ILITY EACH OCCURRENCE
DAMAGE IOR iNTED I- 50,00Q
A X COtdd;I--RCIA.L GE.IlcR�AL LIABILITY f 8500052832 I 10I1 12013 101112014 PREMISES(Ea cccurr-rc=I i s
CL.AMIS4.1ACE ' R I OCCUR I i I t,-IFD EXP(.Any one p=mn) i S 5,000;
I I 1,000,000
PERSONAL&ADNINJUR'( S
! I GENERAL AGGREGATE is 2,000,000;
I. 2,000,0001;
GEN'L AGGREGATE LIMIT APPLIES PER: I i I IrPRODUCTS.COMMOPA.GG IS
PRO. (�
POD C i I�J I I LOC j I ! L OuaJm_NED SINGLE LIMIT 1,000,000 i
I :
I (AUTONIOSILELIA21LITY I 1 I(Eaaccidentl s
A AiNY AUTO 1020006346 101112013I 101112014 jeoDILYINJURY(parpesett) (s
IALL OY PIED 1 xr SCHEDULED j i j BODILY INJURY(per acciderl)I S j
AUTOS AUTOS !
NOH-OV`NED j I j tP R ACCI�E IT)Gc i s !
I X HIRED Au Tos I(—AUTOS
I X UMBRELLA LIA8 OCCUR I j EACH OCCURRENCE _ :
A EXCESS LIAB DLVJaSaaApe 4600052833 i 10/1/20131I 101112014 (AGGREGATE ;5 4.000,000;
i jS 1
I DEG I X I RETENTIONS 10,000 i
'NCSTr`.TU- i0TH
WORKERS COMPENSATION - I - - ! ' I ITORTLIFAITSI � ER !
AND EP,IPLOYERS'LIAa1LITY YIN I ! I I E.L.EACH ACCIDENT l 5 I
i ANY PROPR!ETOR'PARTPIER,'E:<ECUTI'JE F-I-
GFFICER'M1dEra12ER EXCLUDED? NIA E.L.DISEASE-EA EMPLOYEE S
(Pdandatory in NH) - -
Ito '
r` .d=scfibe und=r I - I E.L.DISEASE-POLICY LIMIT�S
_ 0 SCP,IPTION OF OPERATIONS below
I i i
I
i I
i I I l t
I
DESCRIPTION OF OPERATIONS LOCATIO its I`/EHICLES (Attach ACORD 101,Additional Remarks Schedule,It more space is requir=-d)
!Blanket Additional Insured Status is included when required by written contract.
(Worker's Compensation certificate will be issued and sent to you directly by the insurance company. j
I
1
CERTIFICATE HOLDER CANCELLATION
I
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE 'PlILL BE DELIVEREDUd
I ov/n of Barnstable j ACCORDANCE V+ATH THE POLICY PROVISIONS.
I 200 Main Street
Hyannis,MA 02601-0000
I AUTHORIZED REPRESENTATIVE
Oil
1988-2010 ACORD CORPOP.ATIOH. All righls reserved.
ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD
Ribhf:f'ax W1-1 LO/q/2013 7 : 19:41 AM PAGE 5:L./055 Fax Server
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PATE
ACOR& CERTIFICATE OF LIABILITY INSURANCE 10-04.2013
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE
AFFORDED BY THE POLICIES BELOW"!. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN
THE ISSUING INSURER(S),AUTHORI7ED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed, If SUBROGATION ISWAIVED,
subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement onthis certificate does
not confer rights to the certificate holder in lieu of such endorsement(S).
PRODUCER CONTACT
rIA?dE;
FOG ERS&GRAY INS AGCY PHONE FAX
r:or:
434 ROUTE 134 E.+;!�.IL
SOUTH DENNIS,MA 02660 en'FF s•
UJSURER(S)AFFORDIMG CC\CRAG= NAIC S
INSURER A.:ACE A:+1EiRICAN IIJSUR40ICE COMPANY -
INSURED INSURER S:
VV VERNON IVHITELEY PLUMBING E INSURERC:
HEATING CO INC&CHATHAI.I SHEET
N uasua�RD:
IETAL INC
PO BOX 1266 INSURER E:
VIES T CHATHANI,-NIA 02669 INSURERF:
COVERAGES CERTIFICATE NUMBER: P,EVISION NUh18EP.:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELO`h HAVE BEEN ISSUED TO THE INSURED N01ED
ABOVE FOR THE POLICY PERIOD INDICATED. NOTINITHSTANDII`!G ANY P,EQUIREMENT, TERNI OR CONDITION OF ANY
CONTRACT OR OTHER, DOCUINIENT WITH RESPECT TO VIHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE
INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TER1IMS, EXCLUSIONS AND
CONDITIONS OF SUCH POLICIES. LIMITS SHO'!IN MAY HAVE BEEN REDUCED BY PAID CLAhMS.
I1.4SR ADDL SUfir POLICY EFF I POLICY-1 I LIMITS
NC
LTR T(PEOF INSURAE IRISR Y1110I POLICY NUh16ERItPd 4tTD( YYY) (t,1i1GD0!Y'rYY1
GENERAL LIABILITY EACH OCCURRENCE 5
CCt. D.%?.+r.GE TO 4c?ITEO I S
4.tERCIr:L G=i�JE.R.=L LIAEILITY F =I•IISE-I_2 eccur��:ce`:
CLAIMSi NL DE 1 OCCUR I.IEOEYP(Anycncpc.—,cc) �S
PERSONAL&AAV IN!1!R'i I S
C'ENE 4L AGGREGATE IS
G EIWL:'.GGF.E'_r.'2 LIMIT APPLIES P=R: FROOUCTS•CO?d=fOP A:3G I5
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PR IS FO '„
LICY I I JET LOC
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AUTO1dO6ILE LIAMILI T f COt.?=vdEO SL`:CLE L S
Itd1T I
i 5a ncCinr0
ANT AUTO fiC01lY12JJUR1'(Parpernn) IS
ALL O'%VNED SCHEDULED ECOILS'MJURI'(Parao^.'dent) IS
AUTOS AUTOS r�, -
NOiJrSVVEO F .GFE—a1r hi„CE S
IFIR=DAUTOS I crnc.r,cr1�
HAUI Is
UMBRELLA LIAB OCCUR EACH OCCURRENCE I S
EXCESS LIAR CLd.ISIS-ddvE AGGF-"A'r S
Is
DED P.=TErJTIOid:S WORKERS COhIPENSATI0IV X +d!C STATU• ER
AN0 E'APLOYERS'LIAE:ILITY TC•RY U,IITS I ER
ANY PP.OPRI=TOP/PA'—,TV==J_F.ECUTI'•1=�Jnl E.L.E4CH ACCIDEN1 1$600,000
OFFICER'hIE?,IaEP.EXCLUO_D? N 6NIA 6S62UB 10-01-2013 10-01-201^
(Slandateri in PI-) 9912L66� E.L.DISC Sc•EA EMPLOYEE $500,000
byes.dcsaite under. E.L.GI=s.SE•POLICY LI5d17 6600,000
O=SCRIPTIO:'I.0a OPERATIONS t=[-,
El
DESCRIPTION OF OPERATIONS I LC7CA710NS I VEHICLES(Attach ACORD 101,Addlilonal Remarks SchEJule,If more space Is rayulred) -
CERTIFICATE HOLDER CANCELLATION
TOVO4 OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE
200 MAIN STREET CANCELLED BEFORE THE EXPIRATION DATE THEREOF,
HYANNIS,MA 02601 NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE
POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
J (ff
l
01982-20t0 ACORD COP.POP.ATION.All rights reserved.
ACORD 2S(2010105) The ACORD name and logo are registered marks of ACORD
The Commonwealth of Massachusetts
- Department of Industrial Accidents
Office of Investigations
600 Washington Street
Boston, MA 02111
wives mass gov/dia '
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name (Business/Organization/individual): W V e Yz nor, LA J e L e P KA rn b,Y-%� n) I n ti C 1 c-
Address: a y, In 5,,,— „1 Po - R o x )d 1,
City/State/Zip: Phone#: c g� (7 LI 1� o 0
_ I
Are you an employer? Check the appropriate box: Type of project(required):
1.0 1 am a employer with 4. I am a general contractor and 1 6. �]New construction
employees(full and/or part-time).* have hired the sub-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
working for me in any capacity.acitY employees and have workers'
9. ❑ Building addition
[No workers' comp. insurance comp.insurance.;
required.] 5. We are a corporation and its 10.❑Electrical repairs or additions
officers have exercised their I L
3.❑ I am a homeowner doing all work f ❑ Plumbing repairs or additions
myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs
insurance required.] ' c. 152., §1(4),and we have no
employees. [No workers' 13.❑ Other
comp. insurance required.]
'Any applicant that checks box#1 must also fill out the section below showing then-workers'compensation policy information.
t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new 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 provide 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: A C-e._ A YY%-LA_Ic 1 sus v` A n w �o r- A
Policy#or Self-ins. Lic.#: S �O u - �i 9 '7 d L1, - - 1,3 Expiration Date: In1
Job Site Address: V n f-i o ..5 City/State/Zip:
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 up 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 viol r. vised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insL4nr,,Vco verification.
I do herLe�_fy under t p is n n e s perjury that the information provided above is true and correct
Si atur Date: t 1 1 1
Phone#- e) $ 1 9
Official use only. Do not write in this area,to be completed by city or town official.
City or Town: Permit/License#
Issuing Authority(circle one): y
1. Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6. Other
Contact Person: Phone#:
4 ,
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
c
Map Oy Parcel 00�L_I 1-11 Application #
Health Division _ Date Issued tta' Uq
Conservation Division Application Fee w
Planning Dept. � �v�`� �•o Permit Fee 6
Date Definitive Plan Approved by Planning Board All
Historic - OKH _ Preservation/ Hyannis
Project Street Address ( W_4&/! `4
Village
Owner Address oX. `��S&X&rm �..0
Telephone - v
Permit Request �✓� �il�-- o� �j Lid 7
Square feet: 1 st floor: existing4__proposed 2nd floor: existing l proposed Total new
Zoning District - Flood Plain Groundwater Overlay
Project Valuation tY00 Construction Type
Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family 96- Two Family ❑ Multi-Family (# units) _
Age of Existing Structure ig Historic House: ❑Yes Flo On Old King- ighway ]Ye ANo
Basement Type: ALEUII ❑ Crawl ❑Walkout ❑ Other
Basement Finished Area (sq.ft.) Basement Unfinished Area (sgAM
Number of Baths: Full: existing_ new Z Half: existing new c
6i
Number of Bedrooms: existing new 0 �.
%u7
Total Room Count (not including bath:): existing new First Floor Room Countw
Heat Type and Fuel: WGas ❑ Oil ❑ Electric ❑ Other
Central Air: ❑Yes ANo 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 ❑ new size _Shed: ❑ existing ❑ new size _ Other:
gy zr
Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑
Commercial ❑Yes /�iOo If yes, site plan review#
Current Use Proposed Use l r
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
Name ,
Telephone Number �12Pt-77/-/d 410
Address License #
Home Improvement Contractor#
maim Worker's Compensation #
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE r DATE
,y
FOR OFFICIAL USE ONLY
t
"APPLICATION#
F ,
DATE ISSUED
MAP/PARCELNO.
r
ADDRESS VILLAGE
OWNER
is
f.
;E
` DATE OF INSPECTION: -
9
sf .:,,FOUNDATION � �fl�(� �Ybt (3)56a0s p
�e l3Dly
rr .
kt FRAME I 1
INSULATION
1(.Ijq low—
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
r
FINAL BUILDING
DATE CLOSED OUT
s
ASSOCIATION PLAN NO.
P
Department ofIndustrial Accidents
T _ - Office of Investigations
m '
600 Mashington Street
Boston,MA /02'1/�11�
C •M SVA yY • l�nv.rizas .b o Y/i[ia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Fiumbers
Applicant hformation Please Print Legibly
Maine (3us ess/organization/Individual): 3d- '` °� I C
a
Address: . '
City/State/Zip:C-9WI VIA 10A 00 ,47, Phone
Are you an employer?Check the apprdpriate-Dg ,- Type of project(required):
1.❑ I am a employer with 4. ff I am a general contractor and I 6. VNew construction .
employees(full and/or part tune).* ' have hired the sub-contractors
2.El am a sole proprietor or partner- listed on the attached sheet~t 8• ❑ Remodeling
ship and have no employees These sub-contractors have 8. Q Demolition
working for mein any capacity. workers' comp.insurance. 9, Q Building addition
No workers' comp,insurance 5. ❑ IV6 area corporation and its
required,] officers.have exercised their 10.❑Electrical repairs or additions
3.❑ I am a homeowner doing all work: right of exemption per MGL 11.❑ Plumbing repairs or additions
myself. [NTowor'kers' comp. .. c. 152, §1(4),and we have no 12:0 Roof repairs
insurance required.] t z, employees..-[No workers' 13.❑ Other
` comp.insurance required.]
*Any applicant that checks boi#1 must also fill out the section below showing their workers'compensation policy information:
t Homeovmers who.submit ibis affidavit indicating they are doing all work and then hire outside-contractors must submit a new affidavit indicating such.
$Contractors that check this box must attached an additional'sheet showing the name of the sub-contractors and their workers'comp.policy infomation.
I am alit employer that is providing workers cam
pensation insrrance for my employees. Below is the poliey a nd job sire
informatiErrrr.
Insurance Company Name: t ,
Policy#or Self-ins.Lie.#:_ � 7�(4 0�nZ — Expiration Date:
Job Site Address: F)M/_��1 1 City/State/Zip: (764Ad Y00`
7
Attach a copy of the workers' compensation policy declaration gage(sho-Mng 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.eriminalpenalties of a
fine up 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. 3e advised that a copy of this statement maybe forwarded to-the Office of
Investigations,of the DIA for insurance coverage verification.
.f do hereby cer dj v under thepains card petrahies of perjury rlsat the irr for°rrtaiiori pproi,,ided a boi�e is true grid cor•red.
Sigiiatare: Date:
F
.Phone#: 0 ,
Official use only. Do not write in This azr•ea,to be corifpleted by city or toww off clid
City or Town: PerFn tiLicense 4
Issuing Authority (Circle one):
1.Board of Health 2.l3.uilding Department 3.City/ToNt-ft Clerk 4.Electrical lnspector 5.Plumbing Inspector
G.Other .01
Contact Person: Phone#:
Subcontractor's Insurance 2012
GL'Pohc GL;:PA WC Pohc WC.Pohc
Y Y .; Y Y
p' ve Date; Expiration Sub Contractor. ; Effective Date Ex iration Effect
All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 12/01/14
Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 09/20/14
Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 08/13/14
Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13_ 08/16/05 11/13/14
Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 08/13/14
Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 09/20/14.
Chaves, Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/13/14
Christopher Costa&Associates,Inc. 01/22/08 08/27/12 02/06/07 08/13/14
Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 08/13/14
Davids Building&Remodel 508428-3214 01/01/07 01/01/13 06/14/04 12/01/14 .
Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 08/13/14
Jeffrey Lauder 508-221-1046 12/09/06 04/05/12. DBA-N/A 09/20/14
Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 12/01/14
MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 08/13/14
Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 12/01/14
Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 08/13/14
Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 12/01/14
1
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9�q Massachusetts -Department of Public Safety
�WJ Board of Building Regulations and Standards
Construction Supen-isor :�L Y
License: CS-005645 _
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REScheck Software Version 4.5.0
Compliance Certificate
Project THE KETTLEER MODEL
Energy Code: 20091ECC
Location: Barnstable, Massachusetts
Construction Type: Single-family
Project Type: New Construction
Conditioned Floor Area: 742 ft2
Glazing Area 11%
Climate Zone: 5
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
COTUIT MEADOWS BAYSIDE BUILDING,INC.
BARNSTABLE, MA
Compliance: 2.7%Better Than code Maximum UA 187: Your UA: 182
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Envelope Assemblies
Gross Area Cavity Cont. Glazing
Assembly or R-Value R-Value or Door UA
Perimeter U-Factor
TOTAL FLAT CEILINGS: Flat Ceiling or Scissor Truss 500 38.0 0.0 0.030 15
TOTAL SLOPED CEILING:Cathedral Ceiling 242 30.0. 0.0 0.034 8
TOTAL WALLS: Wood Frame, 16"o.c. 1,655 21:0 0.0 0.057 . 81
TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 177 0.340 60
_.
TOTAL DOORS:Solid 63 0.280 18
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 2009 IECC requirements in
REScheck Version 4.5.0 and to comply with.the mandatory requirements listed in the REScheck:lnspection Checklist.
Name=Title ..... ....... Signature Date
w.
Project Title:THE KETTLEER MODEL Report date: 03/27/1
Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE KETTLEER.rck Page 1 of .8
s
REScheck Software Version 4.5.0
Inspection Checklist
Energy Code: 2009 IECC
Requirements: 0.0% were addressed directly in the REScheck software
Text in the"Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requitement,the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Section Plans Verified Field Verified
# Pre Inspection/Plan-Review Complies? Gomme`nts/Assumptions.,
&uReq.ID ,, alue Value V 103.2 ,Construction drawings and ❑Complies
[PR1]1 i documentation demonstrate
;energy code compliance for the ❑Does Not
I building envelope.. 1 E]Not Observable
-. ❑NotApP
licable
103.2,
4
Construction drawings and _ ❑Complies
403.7 doc,umentation demonstrate ❑
Does Not
[PR3I1 energy code compliance for
lighting and mechanical systems. EINot Observable
Systems serving multiple r ❑Not Applicable
dwelling units must demonstrate 3. ,
compliance with the commercial .
code: .
403.6 Heating and cooling equipment is! Heating: Heating: ❑Complies
[PR2]2 !sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not
n 0 loads per ACCA Manual J or
I Cooling:- ; Cooling: ;[-]Not Observable '
other approved methods.
! Btu/hr Btu/fir
;❑Not Applicable
I
t
Additional Comments/Assumptions:
1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title:THE KETTLEER MODEL Report date: 03/27/1
Data filename: CAUsers\Fine Line Design\Documents\REScheck\THE KETTLEER.rck Page 2.of. 8
0691EC foundation Inspection Complies? Comments/Assumptions
30312.1 A protective covering is installed to ;❑Complies
protect exposed exterior insulation j❑Does Not
and extends a minimum of 6 in.below
grade. I❑Not Observable
❑Not Applicable ;-
40a'.8 I Snow-and ice-melting system controls l❑Complies
[F012j. installed. ;❑Does Not
. ;❑Not Observable;
H :❑Not Applicable -
Additional Comments/Assumptions:
i
j
1 High Impact(Tier 1) : 2' Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title:THE KETTLEER MODEL Report date: 03/27/1
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Section Plans Verified Field Verified
# Framing 1 Rough In Inspection torrrp!!es?�g- Comments/Assumptions..
&Req. ' Value Value,
402.1.1. 'Door U-factor. U- U ;❑Complies See the Envelope Assemblies
402.3.4 ❑Does Not table for values.
[FRl]1
;❑Not Observable
❑Not Applicable
402.1.1, :Glazing U-factor(area-weighted U. U ;❑Complies ;See the Envelope Assemblies
402.3.1. average). ;❑Does Not table for values.
402.3.3, ; ,
402.5 - ;❑Not Observable
[FR2I1 ' ; ❑Not Applicable
303.1.3 j U-factors of fenestration products ❑Complies
[FR4]1 are determined in accordance ❑Does Not
with the NFRC test procedure or � `° �-=t ❑Not Observable I
U :taken from the default table. r
❑Not Applicable ;
402.3.5 i Sunrooms enclosing conditioned U- . U- ❑Complies
[FR8]1 space have a maximum :❑Does Not
;fenestration U-factor of 0.50 in ;❑Not Observable
Climate Zones 4-8. New glazing_
(separating the sunroom from i Not Applicable
;conditioned space must meet
;code requirements. ,
_..
402.3.5 ;Sunrooms enclosing conditioned U .
;. U- .. Comp lies
[FR9I1 :space have a maximum skylight i ;❑Does Not
U-factor of 0.75 in Climate Zones
'4-8.
❑Not Observable I.
_
❑Not Applicable
. ....... . .
402 4.4 ;Fenestration that is not site built . ❑Complies
[FR20]1 is listed and labeled as meetirig ❑Does Not
IAAMA/WDMA/CSA 101/I.S.2/A440
t• i x .
❑Not Observable
or has infiltration.rates per NFRC ,
I400 that do not exceed code -- ❑Not Applicable
(limits. k
402 4:5` IC-rated recessed lighting fixtures " ;'' ❑Complies
[F1116]2 asealed at housing/interior finish ❑Does Not
and labeled to indicate 52.0 cfm
leakage at 75 Pe. �:...❑Not Observable
$r, i ❑Not Applicable
403.2.1 I Supply ducts in attics are R- R- ;❑Complies ;
[FR12]1 'insulated to>_R-8.All other ducts R_ R_ [:]Does Not ;.
in unconditioned spaces or
outside the building envelope are; ❑Not Observable
;insulated to>_R 6. :ONot Applicable
403.2.2 !All joints and seams of air ducts, ❑Complies
[FR13]1 lair handlers,filter boxes,:and ❑Doee Not
building cavities:used as return
;ducts are sealed. ❑Not Observable
Y:
[]Not Applicable
403.2.3 !'Building cavities are not used for
l g ❑Complies
[FR15]3 isupply ducts. Oboes Not
[]Not Observable
(]Not Applicable
403 3,,,`,' HVAC piping conveying fluids R R ❑Complies:
[FR1712 i above 105 9F or chilled fluids ;
;Oboes Not
ibe►ow 55 QF are insulated to >_R-
❑Not Observable
i j�Not Applicable
403.4. Circulating service hot water I R- R- ;❑Complies
[FR18]2 pipes are insulated to R-2. I ❑Does Not
I UNot Observable ;
§ ❑Not Applicable
i High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: THE KETTLEER MODEL Report date: 03/27/1
Data.filename: C:\Users\Fine Line Design\Documents\REScheck\THE KETTLEER.rck Page 4 of :8
Section Plans Verified Field Verified F.
# Framing/Rough In Inspection Complies? Comments/Assumptions
&:Req.ID Value Value
403.5 Automatic or gravity dampers are ❑Complies
IFRJ912 installed on all outdoor air ❑Does Not
= intakes and exhausts. . ��
I f ❑Not Observable
a �., . ., . .r ❑Not Applicable
Additional Comments/Assumptions:
II
FT High.lmpact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3)
Project Title:THE KETTLEER MODEL Report date: 03/27/1
Data filename:C:\Users\Fin.e Line Design\Documents\REScheck\THE KETTLEER.rck Page 5.of 8
Plans Verified, Field Verified
# InSulation Inspection Complies? comments/Assumptions
V
alue Value
&Req.ID n - _ -
303.1 All installed insulation is labeled ❑Complies
JIN1312 or the installed R-values ❑Does Not
provided.
❑Not Observable
` � ❑Not Applicable
402.1.1, Wall insulation R-value.If this is a R- R- ;"Complies ;See the Envelope Assemblies
402.2.4, mass wall with at least 1h of the Wood Wood ;❑Does Not ;table For values.
402.2.5 wall insulation on the wall ; Mass j❑ Mass 1❑Not Observable
[IN3I1 ;exterior,the exterior insulation'requirement applies. E] Steel ;E] Steel :❑Not Applicable
I 1 I 1
303.2 ;Wall insulation is installed per ''' ❑Complies
[IN4]1 ;manufacturer's instructions. ❑Does Not
k" ❑Not Observable
< e ,,. _ . .. ❑Not Applicable ;
402.2.11 18unroom wall insulation has a R- R- ;❑Complies
[IN8]1 minimum R-value of R-13.New ❑Does Not
;walls separating the sunroom
;from conditioned space must ❑Not Observable I
meet code requirements. ;❑Not Applicable
.
303.2 ;Sunroom wall insulation installed ❑Complies
[IN9]1 per manufacturer's Instructions. a ❑Does Not
❑Not Observable
tj
❑Not Applicable ;
. ..
402.2.11 Sunroom ceiling minimum R-. ; R ❑Complies
[IN10]1 i insulation R-value of R-19 in 10Does Not
Climate Zones 1-4, and R-24 in
;Climate Zones 5-8.
❑Not Observable
. ;❑Not Applicable
303.2 Sun room ceilinginsulation is .%
i' ❑Complies
[IN11]1 !installed per manufacturer's , ❑Does Not
instructions. f.
Not Observable
❑Not Applicable . .
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3)
Project Title: THE KETTLEER MODEL Reporf:d.ate: 03/27/1
Data filename: C:\Users\Fin.e Line Design\Documents\REScheck\THE KETTLEER.rck Page 6 of:.8
Section Plans Verified Field Verified
# "'-Final Inspection Provisions Complies? Comments/Assumptions
&-Req.ID - Value Value.,
402.1.1, "Ceiling insulation R-value.Where R- R- 1❑Complies ;See the Envelope Assemblies
402.2.1, >R-30 is required,R-30 can be Wood Wood ;❑Does Not :table for values.
402.2.2 used if insulation is not Steel Steel
[Fill' compressed at eaves. R-30 may .❑Not Observable
be used for 500 ft2 or 20% ;❑Not Applicable
j(whichever is less)where
sufficient space is not available.
303.1.1.1,'Ceiling insulation installed per :, ❑Complies
303.2 manufacturer's instructions. ❑Does Not
[F12]1 Blown insulation marked every ❑Not Observable
s
300 ft2. ❑Not Applicable
402.2.3 ;Attic access hatch and door ; R- R- ❑Complies
[FI311 insulation>_R-value of the !❑Does Not
adjacent assembly.
;❑Not Observable
❑Not Applicable
402.4.2, Building envelope tightness ACH 50 = ACH 50 ;❑Complies
402.4.2.1 Iverified by blower door test result ;❑Does Not
[FI17]1 of<7 ACH at 50 Pa.This
i requirement may instead be met ; j ;❑Not Observable I
Ma visual inspection,in which i ❑NotApplicable
.
:;case verification may need to
occur during Insulation
Inspection.
402 4 3 Wood-burning fireplaces have - # ❑Complies
[F1812 gasketed doors and outdoor
❑Does Not
a combustion air.
.
. ❑Not Observable ,.
❑Not Applicable
.
403.2.2 ;Post construction duct tightness cfm cfm ❑Complies ;
[F1411 'Itest result of:58 cfm to outdoors,
❑Does Not
or<_12 cfm across systems. Or,
,❑Not Observable ;.
rough-in test result of:56 cfm
:❑NotA. licable '
;across systems or<_4 cfm ; PP
without air handler. Rough-in test
;verification may need to occur ;
:during Framing Inspection. ;
40311 Programmable thermostats. � ❑Complies
[FI9]2 installed on forced air furnaces: f ❑Does Not
❑Not Observable
A - ❑NotApplicable
403 1 2 Heat pump thermostat installed , ❑Complies
2 ..,
[FI10] ion heat pumps. ❑Does Not
.,
❑Not Observable .
❑Not Applicable
403 4 ;Circulating service hot water ❑Complies
[FI11]2 "systems have automatic or 3 ,: � ^ ❑Does Not:
)accessible manual controls: _
y ❑Not Observable -
j
❑Not Applicable
4019.1 J Readily accessible switch;on = ❑Complies
[FI1213 heaters for:swimming pools.. : . .: . ❑Does Not
❑Not Observable
❑Not Applicable ;
403 9.2 ITimer switches on pool heaters f ❑Complies
[FI19]3 land pumps are present. ❑Does Not
r d
' - ❑Not Observable .
❑Not Applicable
1 High Impact(Tier 1) 2;Medium Impact(Tier 2). 13 Low Impact(Tier3)
Project Title:THE KETTLEER MODEL Report date: 03/27/1"
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I
section Plans Verified Field VerifiedR f'
# Final Inspection Provisions Value . Value Complies? Comments/Assumptions
Req.ID
403.9.3 Heated swimming pools have a ❑Complies
[F1.20]3 cover.Covers on pools heated ❑Does Not
j over 90 QF are insulated to R-12.
Ag
❑Not Observable
w ,'"ONot Applicable
404.1 :W%of lamps in permanent ¥.' ❑Complies
[F16]1 :fixtures are high efficacy lamps. ❑Does Not
{� ❑Not Observable
❑Not Applicable j
401.3 Compliance certificate posted. '.n "` z `❑Complies
[F17]2 ❑Does Not
❑Not Observable
❑Not Applicable
303.3 Manufacturer manuals for ❑Complies
[FI18]3 mechanical and water heating s .;,❑Does Not
w' )equipment have been provided.
❑Not Observable .
❑Not Applicable
Additional Comments/Assumptions:
I
1 High Impact(Tier 1) -2 Medium Impact(Tier 2).. 3 Low Impact(Tier 3)
Project Title: THE KETTLEER MODEL Report date: 03/27/1.
Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE KETTLEER.rck Page 8 of 8
2009 IECC Energy
Efficiency Certificate . ..
Insulation Rating R-Value
Wall 21.00
Floor 0.00
Ceiling /Roof 38.00
Ductwork(unconditioned spaces):
Glass&Door Rating U-Factor SHGC
Window 0.34
Door 0.28
CoolingHeating&
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
51
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts. Checklist for Compliance (780 CMR 5301.2.1A)l
THE KETTLEER MODEL-COTUIT MEADOWS Q Check
Compliance-
1.1 SCOPE
WindSpeed(3-sec.gust).............................................................:.... ...........................:.......................110 mph Q
WindExposure Category..........................:.......................::...:.......... ......,.....:.........:....................................::B Q
1.2 APPLICABILITY
Number of Stories a roof which exceeds 8 in 12 slope shall be considered a story) 2 stories 5 2 stories
( P ry>...... Q
Roof Pitch ..........................................................................(Fig 2) ....................................................8<_ 12:12 Q
MeanRoof Height .....................................................................(Fig 2)...................................................16 ft 5 33 Q:
BuildingWidth,W.......:......::...............................................(Fig 3)......... ..... ......................:....... 27 ft 5 80' Q
Building Length,L ............. ....;.... ............................(Fig 3)................. ......... ...:..............44 ft :5 80' . . Q
Building Aspect Ratio(L/W) .............................................(Fig 4).... ... ................ ..............1.75. 5 3:1 Q.
Nominal Height of Tallest Openingz ................ ., .... ...........(Fig 4).... ......... .6'-8"<_6'8" Q
1.3 FRAMING CONNECTIONS
General compliance with framing connections ........ .........(Table 2) ..................... Q:
.
2.1 FOUNDATION
Foundation Walls meeting requirements of 780 CMR 5404.1
Concrete........ .........:..............................................................::. Q ..
ConcreteMasonry............................... ....... ..................... ...................................... ...................... N/A
2.2 ANCHORAGE TO FOUNDATION1,3
5/8"Anchor Bolts imbedded or 5/8 Proprietary Mechanical Anchors as an alternative in concrete only
Bolt Spacing P 9—general :.................:.. :.:................(Table 4)................................................... 32 in. Q:
Bolt Spacing from end/joint of plate. ................. ....7...(Fig 5).... ......... .....................12 in. 5 6 —12 Q
Bolt Embedment—concrete..... ..................... .........(Fig 5)............... ......... ..................7 in. >7" : Q
Bolt Embedment-masonry.........................................(Fig 5)................ in. >_15" N/A:
Plate Washer. (Fig 5)..............
.................................>_3"x 3"x
3.1 FLOORS
Floor framing member_spans checked ........ ;.., .;..........(per 780 CMR Chapter 55).................................... 0
Maximum Floor Opening Dimension....................................(Fig 6).................................................. ft 15 12' N/A
Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....:..::.............................. N/A
Maximum Floor Joist Setbacks
Supporting Loadbearing Walls or Shearwall................(Fig 7)............................ . ... .
Maximum Cantilevered Floor Joists
Supporting Loadbearing Walls or Shearwall..... ..........(Fig 8)...............................................:.... ft <_d N/A
Floor Bracing atfndwalls.. ......... .................... ........(Fig 9)............................. ..................... ...... Q
Floor Sheathing Type ................................................ (per 780 CMR Chapter 55
Floor Sheathing Thickness ::....................:...............:.......... per 780 CMR Chapter 55)..........................3/4 in.
Floor Sheathing Fastening............... ......:.(Table 2)...........8 d nails.it 6 in edge/12 in field Q
4.1. WALLS
Wall Height
Loadbearing walls....... ........ :................... .........(Fig 10 and Table 5)....... ... .......8 ft `.10' Q
Non-Loadbearingwalls............
................................................(Fig 10 and Table 5)...:... ..................18 ft <_20': Q
Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................24 in.5 24"o.c. Q:
Wall Story Offsets ........ ........... .. .............(Figs 7&8)........:..............................::::. ft 5 d N/A
ii
I
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance (7s0 CMR s30 .2.i.01.
4.2 EXTERIOR WALLS3
Wood Studs
Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 0 in. Q.
Non-Loadbearing walls............:...................................(Table 5)...................,....................2x6-18 ft 0 in. Q
Gable End Wall Bracing
FullHeight Endwall Studs...........................::....::.........(Fig 10).....................................................:............. Q
WSP Attic Floor Length...................................... .........(Fig 11) .......... ................................. ft>_W/3 N/A
Gypsum Ceiling Length(if WSP not used) ................:.(Fig 11)..............................................26 ft>_0.9W Q
and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .: (Fig 11)...................::........::............................... N/A
or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q
Double Top Plate
Splice Length ..................... ..................... . .......:(Fig 13 and Table 6).........................................8 ft Q
Splice Connection(no.of 16d common nails)..............(Table 6)............. .................................. .........6 Q .
Loadbearing Wall Connections
Lateral(no. of 16d common nails)......... ................(Tables 7) ..::.............................: 2 Q
Non-Loadbearing Wall Connections
Lateral(no.of 16d common nails) ...:.., (Table 8) ......... .......3 Q.
Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
Header Spans ....... ............:...............:.............._(Table 9)..........................................6 ft 0 in. <_11'. Q
Sill Plate Spans ..............................(Table 9)..........................................3 ft 0 in.<_11'. Q
Full Height Studs(no.of studs)............ ................(Table 9)..:....:....::..... ........................3
Non-Load Bearing Wall Openings(record largest opening but check.all openings for compliance to Table 9)
HeaderSpans..............................................................(Table 9)............ ......... .............8 ft 0 in. <_12' Q
Sill Plate Spans.............................:.............................(Table 9).................................. ft_in. 5 12" N/A
Full Height Studs(no.of studs)............: .:......;.........(Table 9).............................................
..;..............3 Q
Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4
Minimum Building Dimension,W
Nominal Height of Tallest Opening? 6'-8"5 6'8° [�
Sheathing Type...............................................(note 4).. ..:......::........................ .........::...WSP Q: ..
Edge Nail Spacing.,._.,. . ............................ (Table 10 or note 4;if less)...............................3 in: _ Q
Field Nail Spacing...........................................(Table 10).......... ......... ..........................12 in. : Q
Shear Connection(no.of 16d common nails)(Table 10) ,.......
Percent Full-Height Sheathing 65%
9 9.....:.:....:..........(Table 10)................................................... [�
5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)....... Q
.Maximum Building Dimension, L
Nominal Height of Tallest Opening?.. .::..................... ...... ....................... ........6'-8"<_6.8„ Q
SheathingType ........... ...............................(note 4).......................:... .........................WSP : : Q
Edge Nail Spacing..... .................. ........(Table 11 or note 4 if less) ............................3 in: Q
Field Nail Spacing................... .......... (Table 11) .. . ... ::...12 in. Q
Shear Connection(no.of 16d common nails)(Table 11).................................................. ........4 Q
Percent Full-Height Sheathing............ .........(Table11).......... ...........................27% Q
_5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).......::............ N/A.
Wall Cladding
Rated for Wind Speed?............:............................:........ ...::.... ............ Q
AWC Guide to Wood Construction in High Wind Areas: I10 mph Wind Zone
Massachusetts Checklist for Compliance (780.CM.R 5301.2.1.1)'
5.1 ROOFS
Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q
Roof Overhang ................................................... (Figure 19)...............2/3 ft<_smaller of 2'or L/3 Q
Truss or Rafter Connections at Loadbearing Walls
Proprietary Connectors
Uplift............ .................... .........(Table 12)..............................:...............U=236 plf Q
Lateral..........:....:.........................:...(Table 12)...............................................L=176 plf Q
Shear...................... ::...........:.........(Table 12)..................................................S=77 plf Q
Ridge Strap Connections, if collar ties not used per page 21... (Table 13),............................ ..T= plf N/A
Gable Rake Outlooker.........................................
.. (Figure 20)..............—ft<_smaller of 2'or.L/2 N/A
Truss or Rafter Connections at Non-Loadbearing Walls
Proprietary Connectors
Uplift.....................................:..........(Table 14)..........................................:.U= lb. N/A
Lateral(no. of 1.6d common nails)...(Table 14).......................................L= lb. N/A
Roof Sheathing Type.. ........- ................................(per 780 CMR Chapters 58 and 59) ............ Q
Roof Sheathing Thickness.................... $/8 in. >_7/16"WSP Q.
Roof Sheathing Fastening.,...... ..................(Table 2)..................
THE-KETTLEER MODEL MEETS THE CHECKLIST_IN ITS-ENTIRETY,THEREFORE THE FOLLOWING
NOTE:APPLIES:
Notes:
1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of
780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not
required per the WFCM 110 mph Guide:
a. Steel Straps per Figure 5
b. 20 Gage Straps per Figure 11
c. Uplift Straps per Figure 14
d. All Straps per Figure 17
e. Corner Stud Hold Downs per Figure 18a and Figure 18b
2. Exception: Opening heights of up to:8 ft. shall be permitted when 5%is added to the percent full-height sheathing
requirements shown in Tables 10 and 11.
3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade.
4.
a. From Tables 10 and.11 :and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height
Sheathing and Nail Spacing requirements
b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows:
i. Panels shall be installed with.strength axis parallel to studs.
ii. All horizontal joints shall occur over and be nailed to framing.
iii. On single story construction, panels shall be attached to bottom plates and top member of the.double
top plate..
iv. On two story construction,_upper panels shall be attached to the top member of the upper double top
plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist
and lower attachment made to lowest plate at first floor framing.
v., Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d
staggered at 3 inches on center per figures below Vertical and Horizontal Nailing for Panel Attachment
AWC Guide to Wood Construction in High Wind Areas: I10 mph Wind Zone
Massachusetts Checklist for Compliance (7so cMR 5301.2.1.1)'
WHEN UMEDGE FtMMON
USESd
Af 6bac
y 1-I
.c 11 It
,I m
..
r
11 11
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Z Ii 11 1
11 Q 4.IL
1 11 Qp I
1
.la t .. :.
ti
g0UOLE EDGE
MA1L'SPACWG i
PANEt d 1
...
Y i
See Detail on Next Page
Vertical and Horizontal Nailing
fiar Panel Attachment
L
I -
n
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance (7so CMR 5301.2.1)'
a
1xQ
I
i I PRAM wrx MEMBER$
a ® I I
1 .. .. EDGE RiITERMEDIAT£
1 1
---- 1 1
IL
STAGGERED. . .
3"MRJ:
3 WL PATTERN
PANEL
PANWV-EDGE Lr DOUBLE NAIL EDGE SPACWG DETAIL
Detail
Vertical and Horizontal Nailing
for Panel Attachment
r
Boise Cascade
\�TT!/ Triple 1=3/4" x 9-112" VERSA-LAM®2.0 3100 SP Floor Beam12ND FLOOR\171301
Dry 11 span I No cantilevers 1 0/12 slope Monday,March 24,2014
BC CALCO Design Report US
Build 2627 File Name: Bayside_121.Dovetail
Job Name: Model Description:Designsl ND FLOOR\F601
Address: Lot 121 Dovetail Lane Specifier: J Madera
City;State,Zip:Cotuit,MA Designer:
Customer: Bayside Building Company Company: Shepley Wood Products
Code reports: ESR-1040 Misc:
13-06-00
r
BO - B1
Total Horizontal Product Length=13-06-00
Reaction Summary(Down/Uplift) (ibs)
Bearing Live Dead Snow Wind Roof Live
BO,3-1/2" . 2,734/0 1,009/0.
2,734/0 :: 1,009/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
.Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Standard Load Unf.Area(Ib/f:42) _ L 00-00-00 13-06-00 30 10 13-06-00
re
Controls Summary value %Allowable Duration Case Location D mplete IIss
Completeness and accuracy of input must
Pos. Moment 11,788 ft-Ibs 56.3% 100%: 1 06-09-00 be verified by anyone Who would rely on
End Shear 3,142 Ibs 33.2% 1000/0 1 01-01-00 output as evidence of suitability for
Total Load,Defl. U325.(0.481") 73.8%.. .. n/a 1 06-09-00 . particular application.Output here based
u on:building code-accepted design
Live Load Defl. U445(0.351 ) 80:8/o n/a 2 06-09-00 properties and analysis methods.
Max Defl. 0.481,, 48.1% n/a : : 1 06-09-00 Installation of BOISE engineered wood
Span/Depth 16.5 n/a n/a 0 00-00-00 products must be in accordance with
current Installation Guide and applicable. .
building codes.To obtain.lnstallation Guide
%Allow %Allow or ask questions,please call .
Bearing Supports . . Dim.(L x Wy Value . . Support Member Material . . (800)232-0788 before installation.\n\nBC
BO Post 3-1/2"x 5-1/4" 3,742 Ibs n/a 27.2% Unspecified CALCO,BC FRAMERO,AJSTM,
B1 Post 3-1/2"x 5-1/4" 3,742 Ibs n/a 27.2% Unspecified ALLJOISTO,BC.RIM BOARD ,BCI®
BOISE GLULAMTm,SIMPLE FRAMING
SYSTEMO,VERSA-LAM®,VERSA-RIM
Notes. PLUS@.,VERSA- IM
VERSA-STRAND@,VERSA-STUD@ are.
Design meets Code minimum U240 Total load deflection criteria:
g ( ) trademarks of Boise Cascade Wood
Design meets Code minimum(U360) Live.load deflection criteria.. Products L.L.C.:
Design meets arbitrary(1")Maximum:total load deflection.criteria.
Calculations assume Member is Fully Braced.
Design based on Dry Service Condition. . . .
Deflections less than 1/8"were ignored in the results.
astener Manufacturer: TeussLok(tm)::
Page 1 of.2
gBafmc—de Triple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor Beam, UND FLOORXFB01
Dry 11 span l.No cantilevers 0/12 slope Monday,March 24,2014
BC CALC®Design Report=US
Build 2627 File Name: Bayside_121 Dovetail
Job Name: Model Description:Designs\2ND FLOOR\FB01
Address: Lot 121 Dovetail Lane Specifier: J Madera
City,State,Zip:Cotuit,MA Designer:
Customer: Bayside Building Company Company: Shepley Wood Products
Code reports: ESR-1040 M isc:
Connection Diagram
b d
i r• •
a minimum=2" c=5-1/2"
b minimum=4" d=24"
e minimum=1"
All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams.
All TrM§ Lok screws may be installed from one side of multiply Versa-Lam beams.
Member has no side loads.
Connectors are: FMTSL005
i
i
Page 2 of.2
I
®Boise Cascade
Single 1-3/4" x 11-7/8" VERSA-U4M®2.0 3100 SP Roof Beam1ROOF1R1301
Dry 1 span I No cantilevers 1 0/12 slope Monday,March 24,2014
BC CALC®Design Report US
Build 2627 File Name: Bayside_121 Dovetail
Job Name: Model Description:BEDROOM 1 RIDGE:
Address: Lot 121 Dovetail Lane Specifier: J Madera
City,State,Zip:Cotuit,MA Designer:
Customer: Bayside Building Company Company: Shepley Wood Products
Code reports: ESR-1040 Misc:
0
12
I -
�
BO 15-06-00 B1
Total Horizontal Product Length=15 06 00
Reaction Summary(Down/Uplift) (ibs)
Bearing Live: Dead: Snow. Wind Roof Live
BO, 3-1/2" 878(0 , 1,663/0
B 1, 3-1/2" - 644/0 1,194/0
Live Dead Snow .Wind Roof Live Trib.
Load Summary
Tag Description:. Load Type .:. Ref.. Start ::. End .:. 90% 115% :760% 725%
1 Standard Load Unf.Area(lb/ft"2). L 00-00-00 15706=00 15 .:: .: 30 01-00=00
2 Unf.Area(lb/ft^2): L_ 00-00-00 09-00-0.0 1.5 30 06-06700 .
3 Trapezoidal(lb/ft) L .09700-00 1 49 . .98 .: n/a
15-06-00. 0 0 n/a
4 Trapezoidal(lb/ft) L 09-00-00 49 '98 n/a
15-06-00 0 0 n/a
Disclosure
Controls Summary. Value %Allowable:Duration Case. :Location Completeness and accuracy of input must
Pos. Moment 8,822 ft-Ibs 72.1% 115% 4 07-04-11 be verified by anyone who would rely on;
End Shear 2,100 Ibs 46.3% 1.15% 4 01-03-06 output as evidence of suitability for
Total Load Defl.:. U249(0.725") 72.3% . n/a A. .. 07-07-12 Particular application.Output here based
on building code-accepted:design
Live Load Defl. U381 (0.474") 63% n/a 5 07-07-12 properties and analysis methods. .
Max Deft. 0.725" 72.5% n/a 4 07-07-12 Installation of BOISE engineered wood
Span/Depth 15.2 n/a n/a 0 00-00-00 products must be in accordance with
current Installation Guide and applicable
building codes.To obtain.Installation Guide
%Allow %Allow or,ask questions,please call
Bearing Supports Dim.(L x W), Value Support Member Material (800)232-0788 before.installation.lntnBC
BO Post 3-1/2"x 1-3/4" 2,541 Ibs n/a : 55.3% Unspecified CALC®,BC FRAMERO,AJSTM,
61 Post 3-1/2"x 1-3/4" 1,838:Ibs n/a 40% Unspecified. ALLJOISTO,BCTRIM BOARD-,BCI@.,
BOISE GLULAM SIMPLE FRAMING
SYSTEM@,VERSA-LAM@'VERSA-RIM
Cautions PLUS@.,:VERSA-RIM@,.
For roof members.with slope(1/4)/12 or less final design must ensure that ondin instability' VERSA STRf Boise Cascade
Wood are
P 9 Y trademarks of Boise Gascade Wood
will not occur. Products L.L.C.
For roof members with slope(1/2)/12.or.less final design must account for Rain-on-Snow
surcharge load,:
Page 1 of.2
®001wCa=d eSingle 1-314" x 11-7/8" VERSA-LAM®2.0 3100 SP Roof Beam1ROMRB01
Dry 11 span I.No cantilevers 1 0/12 slope Monday,March 24,2014
BC CALCO Design Report-US
Build 2627 File Name: Bayside_121 Dovetail
_.
Job Name: Model Description:BEDROOM 1 RIDGE
Address: Lot 121 Dovetail Lane Specifier: J Madera
City,State,Zip:Cotuit,MA Designer:
Customer: Bayside Building Company Company: Shepley Wood Products
Code reports: ESR-1040 Misc:
Notes
Design meets Code minimum(L/180)Total load deflection criteria.
Design meets Code minimum(L/240)Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria:
Calculations assume Member is Fully Braced.
Design based on Dry Service Condition. .
Deflections less than 1/8"were ignored in the results.
Page 2.of.2
TT//�BalmCascade Single 1-3/4" x 11-718" VERSA-LAM®2.0 3100 SP Roof Beam1ROOF1RB02
Dry 11 span(No cantilevers 1 8.5/12 slope Monday,March 24,2014
BC CALCO Design Report=US
Build 2627 File Name: Bayside_121 Dovetail
Job Name: Model Description:BEDROOM 1 VALLEY(S)
Address: Lot 121 Dovetail Lane Specifier:. J Madera
City,State,Zip:Cotuit,MA Designer:
Customer: Bayside Building Company Company: Shepley Wood Products
Code reports: ESR-1040 Misc: .
12:
I I
' I
B0 o7-oaoo B1
Total Horizontal Product Length=07-00-00
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead show Wind Roof Live
BO,3-1/2" 375/0 581 /0
B 1, 3-1/2": : 226/:0 . 328/0
Live Dead Snow lend:Roof Live Trib:
Load Summary
Tag Description Load Type: Ref: Start End 100% 90%° 115% 160% 125%
1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 07-00-00. 18 30 01700-00
2 Trapezoidal(lb/ft). L 00-00-00 60. .: . 98 n/a
07-00-00 0 0 n/a
3 Trapezoidal(lb/ft) L 00-00-00: 60 98 n/a
07-00-00. 0 : :0:.: n/a
Disclosure
Controls Summary Value ..%Allowable Duration Case Location Completeness and accuracy of input must
Pos. Moment 1,158 ft-lbs: 9.5% 115% 4 03-01-11 be verified by anyone who would rely on
End Shear.. 838 Ibs. 18.5% 115% 4.. 00-03-08 output as evidence of suitability for
Total Load Defl. U999(0.027") n/a n/a : : 4 03-05-00
particular application.Output here based
on building.code-accepted design
Live Load Defl. U999(0.016") :. n/a n/a 5 03-0414 properties and analysis methods.
Max Defl. 0.027" n/a n/a 4 03-65-60 . Installation of BOISE engineered wood
Span/Depth 6.6 n/a n/a 0 00-00-00 products must be in accordance with
current Installation Guide and applicable
building codes.To.obtain Installation Guide
%Allow %Allow or ask questions,please call
Bearing Supports . Dim.(L x W) Value::. Support Member Material : (800)232-0788 before installation.\n\nBC
BO :Post 3-1/2 x:1=3/4" 956 Ibs : . n/a 20:8% : Unspecified CALCO:BC FRAMERO,AJSTm., .
B1 Post 3-1./2 x 1-3/4" 554 Ibs: n/a 111.%. Unspecified ALLJOISTO,BC RIM BOARD-,BCI@,
BOISE GLULAMTM',SIMPLE FRAMING
SYSTEM,VERSA-LAMO,VERSA-RIM
Horiz.Length Product Length PLUS@,VERSA-RIM®,
Slope.and:CutLength :Slope Fascia.Depth VERSA-S,TRANDO,VERSA-STUD®are
Plumb.Cut with Hanger to dbl.top plate 8.5/12 14-1/2'..' 07-00-00 09-03-06 trademarks of Boise Cascade Wood
Products L.L.C.
:Notes
Design meets Code minimum(U180)Total load deflection.criteria.
Design meets Code minimum(L7240)Live load deflection Criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Calculations assume Member is Fully Braced.::
pDesigntt based on Dry Service Condition.
P gec1�o 1 less than 1/8"were ignored in the results.
j
L-
Bolse Double 1-3/4" x 14" VERSA-LAM®2.0 3100 SP Roof Beam\ROOFXRB03
Dry 13 spans I No cantilevers 10/12 slope Monday,March 24,2014
BC CALCO Design Report-.US
Build 2627 File Name: Bayside_121 Dovetail
Job Name: Model Description:Designs\ROOF\RB03
Address: Lot 121 Dovetail Lane Specifier: J Madera
city,State,Zip:Cotuit,MA
P� Designer:
Customer: Bayside Building Company Company: Shepley Wood Products
Code reports: :ESR-1040 Misc:
�°
. 12.
7"
6
1 _. ------------
gy
13-03-00. 03-m-00 13-03-00
BO 131 B2 - B3
Total.Horizontal Product Length=.30700.00
Reaction Summary(Down/Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
BO, 3-1/2' :1,295/.0 3,159.10
B1,3-1/2" -. _ 1,877/G 7,106/0
B2, 3-1/2" 21742/0 5,891 /0
1,404/0 ..2,540/0
Live Dead Snow Wind Roof Live. Trib.
Load Summary .
Tag Description p Load Type Ref. Start End 100% 90% 116% 160% 125%
1 Standard Load Unf.Area(Ib./ft^2) L 00-00-00 30-00-00 15 30 01-00-00
2 Unf:Area:(Ili/ft^2) L :00-00-00 17-00-00 15 40 : ... 13-06-00
3 Unf..Area(lb/ft^2) L 17-M7-00 30-00-00; 15 30 06=06-00
4 Trapezoidal(lb/ft) 17-00-00 98 196 q n/a
23-06700 0 0 n/a. .
5 Trapezoidal:(lb/ft) L 23-06-00: 0 0.. n/a
30-00-00 98 196 n/a
6 Reaction from.Desi... Conc. Pt. (Ibs) :L 23-06-00 23-06-00 644 1,104 n/a
7 Reaction from_DesIi..: Conc. Pt. (Ibs) . 23-06-00 23-06.00 226 328 n/a:
8 Reaction from Desi... Conc. Pt. (Ibs) L 23-06-00. 23=06=00 226 328 n/a
Controls Summary. .: :. :Value oo Allowable Duration :. Case Location :.
Pos:Moment .13,165 ft-Ibs 39.4% 115% 14 23-06-04
Ned. Moment 12,805:ft-Ibs 38.3% 115% 13 13-03-00
End Shear 3,348 Ibs 31.3% . 115% 14 18-00-12
Cont.Shear 5,538 Ibs 51.7% 115% 12 18-00.-12
Total Load Defl. U811 (0.193") 22.2% n/a 14 23-09-14
Live Load Defl. . U1,199(0.13") 20%. n/a 19 06-01-09
Total Neg. Defl. U999(-0.019") n/a n/a 14 15-00-00
Max Defl: 0.193" 19.3% n/a 14 23-09-14
Span/Depth 11.2 n/a n/a . 0 00-00-00
Page 1.of.2
i�BalmCascade Double 1-3/4" x 14" VERSA-LAM®2.0 3100 SP Roof Beam1ROOF1RB03
Dry 13 spans I No cantilevers 1 0/12 slope Monday,March 24,2014
BC CALCO Design Report-US
Build 2627 File Name: Bayside_121.Dovetail
Job Name: Model Description;Designs\R00F\RB03:
Address: Lot 121 Dovetail Lane: Specifier:. J Madera
city;State,Zip:Cotuit,:MA Designer:
Customer: Bayside Building Company Company: Shepley Wood Products
Code reports: ESR-1640 Misc: .
%Allow %Allow Disclosure
Bearing Supports Dim.(L xW) Value Support Member Material
Completeness.and accuracy of input must
BO Post 3-1/2"x 3-1/2". 4,455 Ibs n/a 48.5% Unspecified be verified by anyone who would rely on
B1 Post 3-1/2"x.3-1/2" 8,983 Ibs n/a 97.8% Unspecified output as evidence of suitability for
B2 Post 3-1/2"x3-1/2" 8,633 Ibs n/a 94% Unspecified particularapplication.Output here based
on building ac
B3 Post 3-1/2"x3-1/2" 3,944 lbs. n/a 42.9% Unspecified dism design
properties and analysis,methods:
. . . ... Installation of BOISE engineered wood
Cautions products must be,in accordance with .
current Installation Guide and applicable
For roof members with slope(114)112:6r less final design must ensure that ponding.instability building codes.To obtain Installation Guide
will not Occur. or ask questions,please call
For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow (800)232-0788 before installation.\n\nBC
CALCO,BC FRAMER@,AJS-,
surcharge load. ALLJOISTO,BC RIM BOARD-,BCI@,
BOISE GLULAMTA4,SIMPLE FRAMING
Notes
SYSTEM@,VERSA-LAW),VERSA-RIM
Design meets Code minimum(L/180)Total load deflection criteria; . PLUS VERSA-RIM
VERSA-STRAND®,.VE RSA-STUD@ are
Design meets Code minimum(L/240)Live load deflection criteria. trademarks of Boise Cascade wood
Design meets arbitrary(1")Maximum total load deflection criteria.' Products L.L.C.
Calculations assume Member is Fully Braced.
Design based on Dry Service Condition.
Deflections less than 1/87were ignored in the results.
Fastener Manufacturer: TrussLok(tm)
Connection Diagram
��.b a
a _ -
• •.: ..
c
• s • _.
e
a minimum=2 c=10
b minimum=4" d 24
eminimum= 1"
Connection design assumes point load is top-loaded. For connection design of side-loaded
point loads, please consult a technical representative or professional of.Record.
All TrussLok screws maybe installed from one side of multiple ply VERSA-LAM beams.
All TrussLok screws may be installed from one side of multiply Versa-Lam beams: . :::
Member has no side loads. -
Connectors are: FMTSL338.
Page 2,of 2 :: .
4°FIME71 Town of Barnstable,.
ti
°^ Regulatory Services
Thomas F.Geiler,Director
$'°rF1 t 9. k1 Bufldina-Divisi0n
Tom Perry, Building Commissioner
200 Main Street, Hyannis,Ma 02601
vff'v.town.b arnstable.ma.us
Office: 508-862-4038 Fax: 50.$-790-6230
Prop etty C+vme' r Must
Complete and Sign 'fhis Section
If Using ABuil&r
I, • t , ds er of the subject property
hereby authorize _ 11 _ to act on my behalf,
in all matters relative to.work authorized bythis building permit application for;
(Afflclress of Jo
a
Sign of Owner ate
Print Name
Q T0RIN4S:0VNERPM11SS10N
TdmpPardelEdit Page 1 of 1
Z"',V�el ."
sh S fi zwc r
gy <
Logged I As: Wednesday,January 16 2008
Prank Schlegel New Pa rice I
Application Center Road System Reports Road System
Th record has been added.
New Parcel Detail
New Mapparcel: 002002�i 121
, 1 3
Street Number: 31 Unit: Dev Lot: 'LOT 121
Road Name: DOVETAIL LANE T/R: L
Sec. Road: T/R: l
Villlage: .107 - Cotult �
Part of M/P: MAP 002 PCL 002
...._. �____, .............
Plan Ref: jPLBK 617/6975 (APP 7-62) µµr
Date Added:
Updated:
�Update, :Delete:� ��Add�another .
httn•//iccnl7/Tntr5ini.t/Prnnrlata/TPmnParr.PlFrllt acnx?TT)=Acid 1/16/2008
:
4
Pre eared, For . � Lot 121 N `= 31 , MAI n un' d Dovetail Lane" ' Gotuit. eddbws)l
Subdivision'of Barnstable>Assessors Map 002 Parcel 02> ;_
" Baxter Nyea Engineering � Surveying
Flood Zone C ® FIRM Community Parcel Number No: 025551 �0021 D. y
OWNER:. Cotuit Equitable Housirig; LLC .® Deed Book 21804 Page41 ,
Registered Professional
`OPEN SPACE;: Cotuit Meadows:Homeowner's Association, lric. ,® Deed •Engineers,and Land Surveyors
Book,;23161-,Page 59 ` � 78 `North Street,' 3rd Floor"
` Barns#able Zoning Board of Appeals 'No 2005 082 ® Deed Book 21059
Page 158- H mero, MA " ,02601 :
Minor•.Modification ;No .1 ;® Deed.Book 22249; Page` 282 `.;, Phone ..'(508) 771-7502 Fax (508) 771 7622
Joti Number>'2005 214 "Scale 1" = 20'�: 04-�22-'14
,
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LOT 120
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o �� LOT 12�2
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OPEN` SPACE f
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A
CERTIFY .THAT TO JHE- BEST OF MY.KNOWLEpGE THE:;;EXISTING.• STRUCTURE SHOWN `HEREON' IS•IN
COMPLIANCE WITH FRONT SIDE.:AND .REAR':SETBACK REQUIREMENTS (20'%10'/„10') AS NOTED' IN TOWN OF: NOF`�1gs
.BgRNSTA6LE .ZONING-BOARQ .OF APPEAL.No�" 2005.=082::(DB,24059'Rg`158} IS LOCATED IN RELATION ,TO'
':� FREIMETER .MONUMENTS ,SHOWN PER EXHIBIT A"; (DB .21804 F.g�"45) ;AND. IS NOT.LOCATED' WITWIN A
..i. AR SPECIAL FLOQD HAZARD EA
THIS PLA .IS ;NOT TO BE�RECORDED,•NOR,IS IT T0.BE USED TO'ESTABLjSH PROPERTY;"LINES, ,� co "�+0,'48687 `
v
w
-777777 REGISTERED. PROFESSIONAL,LAND SURVEYOR, BAXTER, NYE ENGINEERING- &':SURVEYING
s'
�w S GENERAL NOTES:
1. LOCUS PROPERTY IS SHOWN AS:
ASSESSOR'S MAP 002 PARCEL 02
w' V � S 2 SETBACKS: FRONT = 20' '
SIDE/REAR = 10'
3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDMSION Pb4NS.
G S 4. COMMUNITY PANEL NUMBER: 025551 0021 D
THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C.
y, \ AREA OF MINIMAL FLOODING.
C s \ 5. ENWRONMENTAL NOTES:-
SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIROMENTAL ,
c \ CONCERN).
\ \ ,S SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE
w WILDLIFE PER NHESP MAP OCTOBER 1, 2006 1ESTIMATED
HABITATS OF RARE WILDLIFE' FOR USE WITH THE MA WETLANDS
PROTECTION ACT REGULATIONS (310 CUR 10).'
�c SITE DOES NOT CONTAIN A CERTIFIED VERNAL. POOL PER NHESP
c ` MAP OCTOBER 1, 2006 'CERTIFIED VERNAL. POOLS!
SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER
G X 1, 2006 'PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES
0 UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT,
REGULATIONS (321 CURIO)
SITE IS WITHIN A STATE APPROVED ZONE U GROUND WATER
OD
RECHARGE PROTECTION
s
0. D� Is,
CONSTRUCTION NOTES.
1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE
s ` SUBDMSION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED
6125107, SHALL HEREBY APPLY TO THIS SITE PLAN.
Z ALL ROM
THE SUBDIVISION CONSTRUCTION PLANS FOR COTUITNG, DRAINAGE� AND UTILITY NOTES ON CEOFSS,
\ DATED 6125107, H APPLY SHALL HEREBY TO THIS SITE PLAN.
3. SEINER BUILDING CONNECTIONS:
- MIN. COVER SHALL BE 3 FT.
eos ,\ - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES
c AS REQUIRED BY BARNSTABLE DPW.
MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.t x.
S INV.�-58.35
SMH 1
x INv ou Cotuit Meadows Subdivision
a5.2s �58.39 Cotuit-Barnstable Massachusetts
RN
\ STOP C h1p�J PREPARED FOR
5o \ XZ COTUIT EQUITABLE HOUSING, LLC
00 s P. 0. Box 9S
LOT 120
gFANou Centerville, MA 02632
AT no
x ft7o ° �o. Site Plan
s o� (LE►�uNCA. x / o ��4 * . ,,�o, ss.o s\ �s es.9 y Lot 121 31 Dovetail Lane
BASIN W/ 1' STbNE S
SURROUNDING (ORS J O 6
ALTERNATE .�- r I -
1j
EQUIVALENT VOLUME *.o �o s5.o BAXTER NYE ENGINEERING & SURVEYING
OF 289 - �o o
CONNECT ALL ROOF 1
DOWNSPOUTS To s��a Registered Professional
LEACHING BASIN , • sa --_-_ Engineers and Land Surveyors �N of
� O n,20. / 78 North Street,3rd Floor,Hyannis,MA 02601 cy
OPEN SPACE noPhone-(508)771-7502 Fax-(508)771-7622 � w wv
6
\ 0 CML
LOT 12 No.43183
9 5 6f S.F. � 20 0 20 40 �o'�F�01ST
VEGETATED 12' \\� e'-Q.22f ACRES ' s G
DEEP RAIN �° �. LOT 122 SCALE IN FEET
�q
GARDEN (125 C.F. STORAGE) � �� SCALE: 1" = 20' DATE. -31-14
�? � F �•
BOTTOM 61.0 ? \` 61.0 �►�"�
���`OF REV. DATE: REMARKS
\ SHA ,
��� LOTm121
��
`. VEGETATED 12*
- --- DEEP RAIN„ NUWER
a
OPEN SPACE CJ� ,
TOP-62.0 BOTTOM-s1.o 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dW
•
2005-214