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opt t Town of Barnstable
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Regulatory Services
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• BARNSrABLE,
v MASS. �, Thomas F. Geiler, Director
rE039. Building Division
Thomas Perry, CBO
Building Commissioner
200 Main Street, Hyannis, MA 0260.1
www.town.barnstable.ma.us
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Office: 508-862-4038 Fax: 508-790-6230
September 28,2007
Douglas George
110 South Street
Needham,MA 02492
RE: 25 First Way
Barnstable,MA
Map 301 Parcel 043 002
Dear Mr. George,
I have reviewed the ownership claim of the above referenced lot. According to the documentation provided
this lot combined with map 301 004 001 address 35 First Way in 1991. These 2 lots were held by separate
trusts however the trustees appear to be the same. In order for lots to remain separate and therefore build able
under zoning they must remain in separate ownership and control. These two lots remained under the control
of John and Edna Blake and therefore combined under zoning. This office must deny the Building Permit
under application number 200704401.
SiinceerelWerry,
V�
asO
Building Commissioner
cc: Charles&Mary Jane Coakley
341 North Street
Bridgewater,MA 02324
i4 l
TOWN OF BARNSTABLE BU G PERMIT APPLICATION
Map 36 Parcel —��'6l Permit#
Health Division � � Date Issued
Conservation Division �, l h. Fee
Tax Collector V7 Application F
a
Treasurer
Planning Dept. Checked in By
Date Definitive Plan Approved by PI nning Board Approved By
Historic-OKH 1P)e t�fn/ annis
Project Street Address
Village _&J!!LXS7M LC�
Owners firs 17 �' 'L9 � Address
Telephone ` /Zl ��3 e 9/5�
Permit Request o.�,ee eg Sq G
Square feet: 1st floor: existing moo( proposed 2nd floor: existing proposed _ Total new
Valuation' Zoning District Flood Plain Groundwater Overlay
Construction TypeIGTG
Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family Two Family ❑ Multi-Family(#units)
Age of Existing Structure 1° Historic House: ❑Yes JNo On Old King's Highwaj:j es w❑ I�c�a,
w
Basement Type:,A�ull ❑Crawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) 40� Basement Unfinished Area(sq.ft)
Number of Baths: . Full: existing new Half: existing < S� new zt�`,
-- rn
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 _Z New Existing wood/coal stove: ❑Yes N�No
Detached garage:❑existing ❑new size Pool: ❑existing ❑new size AA Barn:❑existing ❑new size Alt>
Attached garage:❑existing ❑new size I.Jd Shed:❑existing ❑new sized Other:
i
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes ❑ No If yes,site plan review#
Current Use Proposed Use
BUUILDER INFORMATION
Name i�� cY �,:/t°%��i-z�� .-1w, /7Xv Telephone Number fZ 8 Via--W_>Z
Address License#_e�J h?
Home Improvement Contractor# 1,1A
Worker's Compensation# ��
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
o���L?� li✓�Ti� % �Gl�
SIGNATURE DATE � �
FOR OFFICIAL USE ONLY
PERMIT NO.
DATE ISSUED
MAP/PARCEL NO.
e
ADDRESS' VILLAGE
OWNER i l
r
DATE OF INSPECTION:
FOUNDATION Q
FRAME 0�L
INSULATION � -"'�- _ 0 pk,
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
FINAL BUILDING
DATE CLOSED OUT
ASSOCIATION PLAN NO.
I
�t Town of Barnstable
° Regulatory Services
' Thomas F.Geiler,Director
'°rEo�,,a+► Building Division
Tom Perry, Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
Property Owner Must
Complete and Sign This Section
If Using A Builder
as Owner of the subject property
hereby authorize � CAL_ .Jj G��1 to act on my behalf,
in all matters relative to work authorized by this building permit application for:
(Address of Job)
� aS
4S, re wner ate
Print Name
Q:FORMS:OWNERPERMISSION
730 CUR AppaWk J
Table AM(continued)
prneriptire Packages for One and Two-Family Residential Buildiaga Bated whiz Faun Fuels
MAXIMUM mmim[TM
tlIariag Glazing Ceiling Well Floor .Baxmeat 51ab HeatinglCoaling
+ Wel1 perimew F-quipmcnt Etliciency,
Arca1(•!•) U-value= R-valuc` R value R value° �
R-values R
package '
5701 to 6500 Seating 0egrre Daye
12/• 040 38 13 19 10 6 Normal
.
Q' ° 6. Normal
R 12Y. 0.52 30 ._ 19 19 I0 6 SsAfUE
S 12%' 0.50 38 13 19 10 MA N
33. 13 25 MA 6_ —.._.Normal, -----
_. ..U... .. .'IS'/• 0.46 38 19 19 10
-NIA BS:AFUfi
0.44..� . 38 13 25 NIA 6 83 AF
W 15% om. 30 19 19 1 UE
- N/A Norma!
X 18% 032 38 13.: 25 N/A N/A Normal
y 12% ' 0.42 38 19 25 NIA 6 90 AFUE
y . 18% 0.42 38 30 19 19 13 19 30
0
LAp 18% 0.50 1
6 90 AFUE
1.-ADDRESS OF PROPERTY: S
2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS:.
3, SQUARE FOOTAGE OF ALL GLAZING:! _ ...
Q -
4. %GLAZING AREA(#3 DIVIDED BY 92):
5. SELECT PACKAGE(Q--
AA-see chart above):_
NOTE. OTHER MORE INVOLVED UM OF TERMN[ ING ENERGY REQUMEMENTS
ARE AVAILABLE. ASK US FOR THIS
BUILDING INSPECTOR APPROVAL:
YES: NO:
q.forms-1980303 a
780 CM&Appendix J .
Footnotes to Table J9.2.1b:
i Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and
basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall
area,expressed as a percentage.Up to 1%of the total glazing area may be excluded from the U-value requirement.
For example,3 i of decorative glass may be excluded from a building design with 300 if of glazing area-
After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with
estration Rating Council (NFRC) test procedure, or taken from Table J1..5.3.a. U-values are for
the National Fen
whole units: center-of-glass U=values cannot be used. '
The.ceiling.R values do not assume a raised or oversized Truss construction. If.the insulation achieves the fa
insulation thickness over the exterior walls without compression, R 30 insulation may:be substituted for R 38
_.. ;.__
insulation and'R-3'8 ihsuliab6n aiay be'stibstituted`for R=49'insulation: Ceiling R-values-represent the sum o'.cavity—
insulation plus insulating sheathing(if.used).For ventilated ceilings, insulating sheathing must..likplaced between .
the conditioned space and the ventilated portion of the roof.
4 Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing'(if used). Do not include
exterior siding, structural sheathing,.and interior drywall.For example,an R-19.requirement could be met EITHER
by R-19 cavity insulation OR R 13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to
wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction.
The floor requirements apply to floors over unconditioned spaces(such as unconditioned cmwlspaces;basements,
or garages).Floors over outside air must meet the ceiling requirements.
'The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must
nicer the same R=value requirement'as above-grade walls. Windows and sliding glass ,doors.of conditioned.
basements must be included with the other glazing. Basement doors must meet,the door.U-value requirement
described in Note b.
The R value requirements are for unheated slabs.Add an additional R-2 for he slabs.
If the building utilizes elebtric resistance heating use compliance approach 3;4, or 5..'If you plan to install more
than one piece of heating equipment or more than one piece of cooling equipment,the equipment with the lowest
efficiency must meet.or exceed the efficiency required by the selected package.,,
For Heating Degree Day requirements of the closest city or town see Table J5.2;1a
NOTES:
a) Glazing areas and.U-values are maximum acceptable levels.Insulation R-values are minimum acceptable-levels.
R value requirements are for insulation only and do not include structural components.
b)Opaque doors in the building envelope must have a U-value no greater than 0.35.Door U-values must be tested
and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value
in Table 11.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the
glass area of the door with your windows and use the opaque door U-value to determine compliance of the door.
One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35).
c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with
different-insulation levels,the component complies if the area-weighted average R value is greater than or equal to
the R-value requirement for that component.Glazing or door components comply if the area-weighted average U-
yalue of all windows or doors is less than or equal to the U-value requirement(0.35 for doors).
43
oFVE>� Town of Barnstable
Regulatory Services
i k
9 `"MBM
„ ' Thomas F. Geiler,Director
�A s639. ,0
Building Division
Thomas Perry, CBO,Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.maxs
Office: 508-862-4038 Fax: 508-790-6230
PLAN REVIEW
Owner: 3-Ael/c Re—A k6:=-7 Map/Parcel:
Project Address '3' T W4 y Builder: C.#406--ay 7-/Z V v K L 1.44 17Z
The following items were noted on reviewing:
PL 4N d� L�S 'T� 86- 000'-a y1 66�:b
*-r-I a W s o Pq K 7-V D2 S Gc* o
Reviewed by:
Date: / d- '-t 4-, o S�
Q:Forms:Plnrvw
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ro %sl
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y ror� �b I POO 0 q i/
SMOKE DETECT RS REVIEWED
L6�-
ARNS ABL BUILDIN DEPT
' ice . DATE
' S��
FIRED P�MIRED
DATE
� BOTH SIGNATUR SR PERMiMNG
IMPORTANT UPGRADE REQUIRED
�
E REQUIRES THE UPGRADING OF�
SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN
ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED.
IT A
INSNSTAA �PARATE PERMIT IS REOUtRFD FOR THE
PERMIT LLATION OF SMOKE DETECTORS-THE ELECTRICAL
OES NOT SATISFY THIS REQUIREMENT.
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DEC-02-2005 FRI 03:44 PM Botellos Lumber Cowpany FAX N0, 508 477 2896 P. 02
1 1411 x 11.1'18" VERSA-LAW 2.0 3100 SP Roof Beam1RB01
Double Friday,December 02,200514:39
BC CALC®9.2 Design Report-US 2 spans I No cantilevers 10/12 slope T _
Build 141 File Name: Ca en Unlimlted,Blake Res..
scrip on:RB01
ob Name: Blake Res SpevAer: Botsuo Lumber
Address: 35 First Way Designer. over phone 12-2-05
City,State,Zip:Barnstable, Ma. Company:
Customer Carpentry Unlimited Misc: ridge beam.
Code reports' ESR-1040
0
12
now
i IS
124G�D
1e.0a0o B2,3-12'
1311,3-1/r OL 784 the
BO,3-1/P OL 3357 Ibs SL 1646 Ibs
OL 1249lbs %5253 lbe
SL 2096 lbs
Total Hal lzontal Product Length 0 28-0040
Live peed Snow Wind Roof Live
Load ummary 9ai. S,an F� 108% 90Mi 118'�i 1�°� 12 12-00-00
1r Descrl L 15 psf 25 psf
1 Standard Load Unf.Area Left 00-00-00 28-00-00
%AVwwabIn Uuratkm Load Case span Location Di ri let9ne 9
COrItrO1S$Ur1lf17A Value Completeness and accuretY of input must
Pos. Moment 10624 ft-Ibs 43.�4% 115% 193 1 -Internal be verllled by anyone who would rely on
Neg.Moment A 2393 ft-Ibs 50.7% 115% 3 1-Right output as evidence of euaablitfY for
5}bs 29.99/0 116% 193 1 -Left particular application,output two based on
271
End Shear 271 3 1 -Right bwang eode-accepted design prooerbes
Cont.Shear 5Ibs 45.2% 1150/4 193 1 and analysis methods.IrtslaAatlon of BOISE
Total Load Defl. U446(0.426') 40.4% 193 1 engineered wood products must be in
Live Load Deft. LA71 (0.282"} 35.8% accordance wph cwerd Installation Guide
10.7% 193 2 and applloable building codes.To obtain
Total Neg.Del. -0.08" 193 1 Installation Guide or ask 4uestlone.01ea"
Max Dail, 0.425" 42.5% 1 call($W)232-0768 before installation.
Span/Depth 15.9 n/a
8C CALCda,BC FRAME".AJS"'+
96 Arrow %Allow ALI-JOIST®,Se RIM BOARD's SCIO,
Bearift Su tts Dim. L x value su )art Member 9=o iat BOISE OLUTA - SIMPLE FRAMING
MlD,VERSA
BO Post 3-12"x 3-1/2" 3345 Ibs Na 93.7% Unsg ed PLu�ecified �ERSA-RIM61 -STUD a
B1 Post 3-1/2"x 3-12 86101b$ n/a 28.2% Unspecified VFRS;A STRMDTM,VERSA-STUC�aD are
B2 Post 3.112,,x 3-112" 2407 lbs trademarks of Boise wood Products,
L L.C.
Caudons
Column at at Bearing B/analyzed for bearined for g only,column analysis has not been p performed.
Column g rforrned•
Column at Dearing 82 analyzed forbearing only,column analysis has not been pe
Notes
Design .....meets Code minimum{U180)Total load deflection criteria.
Design meets Code minimum(L/240)Live load deflection criteria.
Design meets arbitrary(1")Ma)dmum load deflection aIteria.
Member Slope 2 0,consider drainage,
Connector Manufacturer. Simpson Strong-Tie,Inc.
Page 1 of 2
DEC-02-2005 FRI 03:44 PM Botellos Lumber Cowpany FAX NO, 508 477 2896 P. 03
Double 1-314" x 11-718"VERSA-LAW 2.0 3100 SP Roof 13e81mIR1301
Be CALC®9.2 Design Report-US 2 spans I No cantilevers l 0/12 slope Friday, December 02,200514:39
Build 141 File Name: Carpentry Unlimited,Blake Res..BCC
Description:RB01
Job Name: Blake Res Spacmer: Botello lumber
Address: 35 First Way Designer, over phone 12-2-05
City,State,Zip:Barnstable,Ma. Company:
Customer. Carpentry Unlimited Misc: edge beam.
Code reports: ESR-1040
Connection Diagram
4t
a minimum=1-112"c=8-7/9'
b minimum=4" d=2N'
e minimum= 1"
tnstetl Saews*iM screw heads in the loaded pW-
Member has no Side toads-
conneotnm are:SDS 114 x 3-112