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TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map l q Parcel 091 Application #0)0 i y 7l6
Health Division Date Issued ZA5 L
Conservation Division' Application Fee
Planning Dept. Permit Fee
Date Definitive Plan Approved by Planning Board
Historic - OKH —Preservation / Hyannis
Project Street Address .'S 1 6 0014J kW WAN
Village " -Ue,
62
Owner_! _�UIU�OhU ♦' �iC�la,(2;Q SeJ o5h Address 51 CIMN'eW lA4 f1n5' AQ�
Telephone 1502 2- ;Z Le
'
Permit Request 1 ! l,0�/
A 40 IL411,�41 J19,04 AP.414 e-e (a OKI, S1 A el ,
�C Y Mao
01
Square feet: 1 st floor: existing proposed 2nd floor: existing proposed - Total new
Zoning District Flood Plain Groundwater Overlay
.Project Valuatio`, ® Construction Type
Lot Size p Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family Two Family ❑ Multi-Family (# units)
Age of Existing Structure Y Historic House: ❑Yes I[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: d(Gas ❑ Oil ❑ Electric ❑ Other
Central Air: *Yes ❑ No Fireplaces: Existing New Existing woo oal stoves❑1 s �No
~ems
Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: O)efxisting I new>size_
Attached garage:A existing ❑ new size —Shed: ❑ existing ❑ new size _ Other: ZZ
Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ r
d
Commercial ❑Yes ❑ No If yes, site plan review#
Current Use Proposed Use
APPLICANT INFORMATION (p
BUILDER OR HOMEOWNER s
Name �� U//✓ d���'�� Telephone Number
ry
Address5' /'.P_ems- �o°����vti� License#
11 Home Improvement Contractor#
ors,
Effialt �� ����=� � ���d��� Worker's Compensation # ug �Lbol Ll`l7 Ad 3 .
ALL CONSTRUCTION DEBRIS SU M THI PROJECT WILL BE TAKEN TO
w�
SIGNATURE "=� DATE
r '
FOR OFFICIAL USE ONLY
`r APPLICATION#
` 1
DATE ISSUED A
i - a
MAP/PARCEL NO.
ADDRESS VILLAGE _
OWNER
DATE OF INSPECTION:
FOUNDATION
A
FRAME
INSULATION
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
FINAL BUILDING
t
DATE CLOSED OUT ,
1
ASSOCIATION PLAN NO.
AIVC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)i
u Check
Compliance
1.1 SCOPE
WindSpeed(3-sec.gust).................................................................. ..............................:..................110. mph l/
WindExposure Category.................................................................. .............................................................B (L_
1.2 APPLICABILITY V
Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) I_stones <_2 stories
RoofPitch ..........................................................................(Fig 2) ...........................................—Cl_ <12:12 y
MeanRoof Height ..............................................................(Fig 2)................................................. Ir ft <-33'
BuildingWidth,W ...............................................................(Fig 3)................................................ .4L ft <-80' v
Building Length, L ..............................................................(Fig 3)................................ .......... Zb ft :5 80' . v
Building Aspect Ratio(L/IN) ..............................................(Fig 4)...........................4.1:).......]Ek f'<3:1 v
Nominal Height of Tallest Opening ...................................(Fig 4)..................................................(.,r<-6'8"
1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)......................................a6& Lz
. .........
2.1 FOUNDATION
Foundation Walls meeting requirements of 780 CMR 5404.1
Concrete..............................................................................................................................
ConcreteMasonry.................................................................... ................................................................
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-general..........................................(Table 4)............................................... �in.
y
Bolt Spacing from endroint of plate ............................(Fig 5)....................................._�in.:5 6 12 _V
Bolt Embedment-concrete.........................................(Fig 5)................................................. " in.>-7" _i pt
Bolt Embedment-mason *_*_,__(Fig 5 �n.>-15" ✓
Plate Washer...............................................................(Fig 5)....................."�.X. .IS..�Y'.....>_3 x 3 x /a. 1�
3.1 FLOORS
Floor framing member spans checked ...............................(per 780 CMR Chapter 55)....................................
Maximum Floor Opening Dimension...................................(Fig 6).................................................._ft<-12'
Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).......................................
Maximum Floor Joist Setbacks
Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................—ft <-d I
Maximum Cantilevered Floor Joists
Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................—ft <-d
FloorBracing at Endwalls....................:..............................(Fig 9).................................................................... -P
Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)....................................
Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55)....................... in.
Floor Sheathing Fastening.......:..........................................(Table 2).._d nails at in edge/_in field
4.1 WALLS
Wall Height
v^
Loadbearing walls........................................................(Fig 10 and Table 5)........................... `�• ft :5 10,
Non-Loadbearing walls.................................................(Fig 10 and Table 5).................... g;—ft :520' Li
Wall Stud Spacing ......................................................(Fig 10 and Table 5)....................�in.<-24"o.c. 1L_
Wall Story Offsets ........................................................(Figs 7&8)............................................ 0 ft <-d V
4.2 EXTERIOR WALLS3
Wood Studs
Loadbearing walls........................................................ able 5 2x_-4-- ft in.
Non-Loadbearing walls................................................(Table 5)..............................2x�- ft in. l/
Gable End Wall Bracing
FullHeight Endwall Studs............................................(Fig 10).................................................................. V
WSP Attic Floor Length................................................(Fig 11)............................................. ft 2:W/3
Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................_ft>_0.9W
and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c... (Fig 11)..............................................................
or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays
Double Top Plate (/
Splice Length (Fig 13 and Table 6)..................................... ft
Splice Connection(no.of 16d common nails)..............(Table 6)............................:..............................
L
AWC Guide to Wood Construction in High Wind Areas: I10 mph Wind Zone
Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1
Loadbearing Wall Connections
Lateral(no.of 16d common nails)................................(Tables 7)...................................................... 2'
Non-Loadbearing Wall Connections _
Lateral(no.of 16d common nails)............................••••(Table 8)......................................................... (�
Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
HeaderSpans ........................................................(Table 9).................................. 3 ft Z in.511'
Sill Plate Spans ........................................................(fable 9).................................. ft in.<11' [i
Full Height Studs (no.of studs)...................................(Table 9).................................. .... ...............:. 2- J�
Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
Header Spans.............................................................(Table 9)...................................1,6ft D in.<-12' Z�
Sill Plate Spans...........................................................(Table 9).................................. ft in.<12"
Full Height Studs(no.of studs)....................................(Table 9)........................................................ t/
Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously,
Minimum Building Dimension,W l
r ,
Nominal Height of Tallest Opening2 �,g <6 8"
Sheathing Type........................ (note 4).. .................- It
r z
..... ...............................�1F l
Edge Nail Spacing.........................................(Table 10 or note 4 if less) _ a
Field Nail Spacing..........................................(Table 10)...........................................
...U=j�_in.
Shear Connection(no.of 16d common nails)(Table 10)........................................................?Z (/
Percent Full-Height Sheathing.......................(Table 10).................................................... % V
5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).....................
Maximum Building Dimension, L I it
Nominal Height of Tallest Openin92........................................................•-..............IXL:<6'8" 1�
SheathingType..............................................(note 4)...................................................... yjr ,gyp t/
Edge Nail Spacing.........................................(Table 11 or note 4 if less 6 in.
Feld Nail Spacing ). ....p g........................................:.(Table 11)................................................. 12 in. �
Shear Connection(no.of 16d common nails)(Table 11)........................................................ 3 -�
Percent Full-Height Sheathing.......................(Table 11).................................................. % 1G
Wall Cladding
5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... A4
Ratedfor Wind Speed?.............................................................. ................................................................ L/
5.1 ROOFS
Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) [/Roof Overhang ................................................... (Figure 19)...........(,6b ft<-smaller of 2'or U3
Truss or Rafter Connections at Loadbearing Walls
Proprietary Connectors
Uplift................................................(Table 12)............................................U= if V
Lateral.............................................(Table12).............................................L= PIf
Shear................•-•-...........................(Table 12)............................................S=AL�b Plf
Ridge Strap Connections,if collar ties not used per page 21...(Table 13)...............................T=_Z�a Of
Gable Rake Outlooker.........................................(Figure 20).............._ft-<smaller of 2'or U2
Truss or Rafter Connections at Non-Loadbearing Walls
Proprietary Connectors
Uplift................................................(Table 14)............................................U=94b.
Lateral(no.of 16d common nails)...(Table 14)................ .
Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ 1�
Roof Sheathing Thickness........................................... ......... ir1.>_7/16"WSP
Roof Sheathing Fastening............................................(Table 2)........................14........
Notes: 4V did(
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 W FCM 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. Comer 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.
I
f
k d o oao
' m
1-10 MPH EXPOSURE B WAND ZONE
Table 2. General Nailing Schedule
.m
Roof Framing -
Blocking to Rafter(Toe-nailed) I 2-8d 2-10d each end j M
Rim Board to Rafter(End nailed) 2-16d 3-16d each end ' Z
1
Wall Framing _
Top Plates at Intersections (Face-nailed) 4-16d 5-16d at joints i t®
Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. V
Header to Header(Face-nailed) 16d 16d 16"o.c.along edges M
Floor Framing
Joist to Sill,Top Plate or Girder(Toe-nailed) (Fig. 14) 4-8d ± 4-10d per joist yi
Blocking to Joist (Toe-nailed) 2- 8d 2-10d each end
f Blocking to Sill or Top Plate (Toe-nailed) ; 3-16d 4=16d each block i
Ledger Strip to Beam or Girder(Face-nailed) 3-16d 4-16d each joist i
Joist on Ledger to Beam (Toe-nailed) 3-8d 3-10d per joist
i Band Joist to Joist (End-nailed) (Fig. 14) 3-16d 4-16d per joist
Band Joist to Sill or Top Plate (Toe-nailed) (Fig. 14) 2-16d 3-16d per foot
Roof Sheathing _ _ _
Wood Structural Panels
rafters or trusses spaced up to 16" o.c. 8d 10d 6" edge/6°field
rafters or trusses spaced over 16"o.c. 8d 10d 4" edge/4"field
gable endwall rake or rake truss w/o gable overhang i 8d 10d 6" edge/6"field
gable endwall rake or rake truss w/structural 8d 10d 1 6" edge/6"field
outlookers i
gable endwall rake or rake truss w/lookout blocks 8d i 10d l 4" edge/4"field
Ceiling Sheathing _
Gypsum Wallboard 5d coolers _-� F 7" edge/ 10"field
Wall S e'athin —T-
i
Wood Structural Panels
j studs spaced up to 24" o.c. 8d 10d. 6`' edge/..12"field
1/2" and 25/32" Fiberboard Panels. . 8d1 1 — } 3''edge/6"field
1/2" Gypsum Wallboard 5d coolers — 7" edge/10"field
Floor Sheathing '
Wood Structural Panels
_ e
1".or less 8d 10d : 6" edge(12":field
greater than 1° 10d 16d 6" edge/6"field
1 Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements.
Nails.Unless otherwise stated,sizes given for nails are common wire sizes.Box and pneumatic nails of equivalent
diameter and equal or greater length to the specified common nails may be substituted unless otherwise prohibited.
AMERICAN FOREST& PAPER ASSOCIATION
' _ II
Town of Barnstable
Regulatory Services
rEARNSTABM
Thomas F.Geiler,Director
6 ►� Building Division
Tom Perry,Building Commissioner
200 Main Street Hyannis,MA 02601
www.town.barnstable.maxs
Office: 508-862-4038 Fax: 508-790-6230
Property Owner Must
Complete and Sign This Section
If Using A Builder
I, 1'1 , as Owner of the subject property
v N
hereby authorize to act on my behalf,
in all matters relative to work authorized by this building permit
(Address of Job)
**Pool fences and alarms are the responsibility of the applicant. Pools
are not to be filled or utilized before fence is installed and all final
inspections are performed and accepted.
Signature of Owner ' Signature of Applicant
e.
Print Name Print Name
�Zlt� • Z�[3 .
Date
Q:FORW:OWNMPERMISSIONPOOLS 62012
Town of Barnstable
Regulatory Services
" Thomas F.Geiler,Director
KAM
,•`� 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
HOMEOWNER LICENSE EXEMPTION
Please Print
DATE:
JOB LOCATION:
n er street village
"HOMEOWNI�t":
name home phone# work one#
CURRENT'MAILING ADDRESS.
1
1
city/to state zip code
The current exemption for"homeowners" xtended to include owner-occupied. elliri s of six units or less and to allow
homeowners to engage an individual for hire wh does not possess a license, rod ed that the owner acts as supervisor
DEFINITION OF HOMEO
Person(s)who owns a parcel of land on which he/sh esides or intends to resi ,on which there is,or is intended to be, a one or two-
family dwelling,attached or detached structures acces Ress
such use and/or structures. A person who constructs more than one
home in a twoyear period shall not be considered a honer. Such"ho eowner"shall submit to the Building Official on a form
acceptable to the Building Official,that he/she shall bensible for all uch work erformed under the buildine vermit. (Section
109.1.1)
The undersigned"homeowner"assumes responsibility for complian with the State Building Code and other applicable codes,
bylaws,rules and regulations.
The undersigned"homeowner"certifies that he/she understan the Town of ble Building Department minimum inspection
procedures and requirements and that he/she will comply wi said procedures an equirements.
Signatam of Homeowner
Approval of Building Official
Note: Three-family dwellings con ' ' g 35,000 cubic feet or larger will be required to co Iy with the State Building Code
Section 127.0 Construction Control.
HOMEOWNER'S EXEMPTION
The Code states that: "Any ho eowner performing work for which a building permit is req . ed shall be exempt .
from the provisions of this section(Se 'on 109.1.1-Licensing of construction Supervisors);provided th t if the homeowner
engages a person(s)for hire to do work,that such Homeowner shall act as supervisor."
Many homeowners who se this exemption are unaware that they are assuming the responsibilities a supervisor
(see Appendix Q,Rules&Re tions for Licensing Construction Supervisors,Section 2.15) This-lack of aw eness often
results in serious problems, rticularly when the homeowner hires unlicensed persons. In this case,our Boa cannot
proceed against the unlace ed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is
ultimately responsible.
To ensure tha a homeowner is fully aware of his/her responsibilities,many communities require,as part of the
permit application, at the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page
of this issue is a f currently used by several towns. You may care t amend and adopt such a form/certification for use in
your commun'
C:\Users\decoll ppDataEomI Microsoft\Wmdows\Temponuy Internet Files\ContentOutlook\QRE6ZUBN02RFSS.doc
Revised 053 12
I
o Ful
sTruss Type �Senoski.
39134 ATTIC 12 _ 1
Job Reference(optional)
Quick Build Truss Co.,Inc.,Swansea,MA,Quick Build 7.430 s Jul 25 2013 MiTek Industries,Inc.Thu Oct 24 13:57:54 2013 Page 1
2 ID:Puunx7da6fuBQheDP9M6GCyhQoS-sVuz8OWgfoWn4mdl�? G65jNbOwA7Whvc9lZNZyQBtR
-1- a 4.1-12 7-10.4 10-9-5 13-0-0 1 15-2-11 18-1-12 21-10-4 26-0-0 0 p
0 4-1-12 3-8-8 2-11-1 2-2-11 2-2-11 2-11-1 3 8-8 4-1-12 -0 ry
4x8= Scale=1:61.2
G
9.00 12 3x5= 3x5=
F H
2x5 11 2 2x5 II
E I
4x8 i
4x8
2x5 J D c J 2x5
vi
C K
10-0.0
1
B LM w
A B1 4 B2 Io
3x6= P O N 3x6=
5x10 M18SHS 4x4=
8-1-2 8-1-2
4x4=
4-1-12 7-10.4 18-1-12 21-10 4 26-4-0
4-1-12 3-8-8 10-3.8 3 8 8 4 _12
Plate Plate Offsets(X,Y): [G:04-0,Edgel
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.82 Vert(LL) -0.45 N-P >679 240 MT20 197/144
(Roof Snow=30.0) Lumber Increase 1.15 BC 0.76 Vert(TL) -0.84 N-P >367 180 M18SHS 197/144
TCDL 10.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.05 L n/a n/a
BCLL 0.0 Code IBC2009/TPI2007
BCDL 10.0 (Matrix) Attic 0.29 N-P 433 360 Weight:1391b FT=1%
LUMBER BRACING
TOP CHORD 2x6 SPF 1650F 1.6E*Except* TOP CHORD.
T1:2x6 SPF No.2 Installation 1 Stabilizer(s)at 9-4-8(max)oc, Except:
BOT CHORD 2x6 SPF 1650F 1.6E 15-0-0 oc:F-G,G-H.
WEBS 2x4 SPF No.2 Permanent Structural wood sheathing directly applied or 3-10-5 oc purlins.
BOT CHORD
Installation 1 Stabilizer(s)at 15-0-0(max)oc.
Permanent Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
+ be installed during truss erection,oin accordance with Stabilizer
Installation uide.
REACTIONS (lb/size) B=1769/0-3-8 (min.0-2-13),L=1789/0-3-8 (min.0-2-13)
Max Horz B=-554(LC 4)
Max UpliftB=-507(LC 6),L=-507(LC 7)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=-2620/521,C-D=-2299/419,D-Q=-2200/431,E-Q=-2130/442,E-R=-1520/432,
F-R=-1408/449,F-G=-65/522,G-H=-65/522,H-S=-1408/449,I-S=-1520/432,I-T=-2130/442,
J-T=-2200/431,J-K=-2299/420,.K-L=-2620/522
BOT CHORD B-P=-374/1999,O-P=-68/1591,N-0=-68/1591,L-N=-258/1999
WEBS F-H=-2208/612,E-P=-46/986j-N=47/986,C-P=-580/422,K-N=-580/422
NOTES
1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf,h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever
left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs
non-concurrent with other live loads.
5)All plates are MT20 plates unless otherwise indicated.
6)Bottom chord live load(30.0 psf)and additional bottom chord dead load(10.0 psf)applied only to room.N-P
7)H10 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)B and L.This connection is
for uplift only and does not consider lateral forces.
8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0;BC:;Inst.20-0-0.
11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
LOAD CASE(S) Standard
TOWN OF BARNSTABLE BUILDING PEi%YIT,,APPLICATION
f Fjj i � f I�o� `
Map 1 Parcel �� )Applcat on #
Health Division Date Issued 41 AL
� v � ' 3 Application Fee NI Conservation Division . 1 ,� �,
Planning Dept. Permit Fee 7
Date Definitive Plan Approved by Planning Board
Historic - OKH Preservation / Hyannis
Project Street Addr-sscaij
village -nS hLe,
Owner _ U `'1 Address Ma,vA 5-.1
�Telephone_ (0 51
Permit Request '�GZ (,r� �1 Nh 14 e-
Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new
��g District Flood Plain Groundwater Overlay
Ti
Proms ect Valua iont d 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 bath-* existing new First Floor Room Count
Heat Type and Fuel: ❑ Gas ❑ 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 ❑ new size _Shed: ❑ existing ❑ new size _ Other:
Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑
Commercial ❑Yes ❑ No If yes, site plan review#
Current Use Proposed Use
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER) _
Name MIS Telephone-Number---,56E•19 a "a LP
Acldram,64[.; h License#
Home Improvement Contractor#
Worker's Compensation #
ALi CONSTRUCTION`DEBRIS-RESULTING-FROM'THIS`PROJECT WILL.BE TAKEN TO__
d(Le
SIGNATURE 1 DATE
r`
J FOR OFFICIAL USE ONLY
a
y APPLICATION#
DATE ISSUED
R
MAP/PARCEL NO.
ADDRESS VILLAGE
914
t
OWNER
DATE OF INSPECTION:
i
FOUNDATION,<
FRAME
i
INSULATION
t FIREPLACE
k ELECTRICAL: ROUGH FINAL
k
•PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
�f
FINAL BUILDING
f
}
DATE CLOSED-OUT
i
ASSOCIATION PLAN NO.
Town of Barnstable
Regulatory Services
Thomas F. Geiler,
saxrrsZnsr.E, ,Director
MASS.
1639. .�� Building Division
''TEn MA'1 a .
Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.b arnstable.ma.us
Office: 508-862-4038 Fax:•508-790-6230
' HOMEOWNER LICENSE EXEMPTION
Please Print
.,,DATE:, 4 7- 1 3
JOB LOCATION,-, (J� Vi'�Ljj W�_ Sly
y� number
�'I street r - village
`HOMEOWNER":_-?Le�UJ
NJ \ C. Y UL �� Y �-slog. 'd�
name home phone# work phone#
CURRENT MAILMAMING ADDRESSi—�
A-A DZ CP j e
city/town state zip code
The current exemption for"homeowners"was extended to include owner-occupied 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
require me ts.
5i ature-of_Flomeowner V
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 "An homeowner performing work for which a building
Y p g g 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 Constructior.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.
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 care t amend and adopt such a fom-/certification for use in your community. j
Q:forrmhomeexempt j
oFmE r Town of Barnstable
t Regulatory Services
8NMNSTABrA
MA. * Thomas F.Geiler,Director
1659. 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 Ow r Must
Complete and Si This Section
If Us' Builder
as Owner of the subject property
hereby authorize to act on my behalf,
in all matters relative to wo authorize by this b ldiagpermit
(A dress of J
*Pool fences and alarm are e responsibility of the applicant. Pools
are not to be filled or ued befo e fence is installed and all final
inspections are performep and acce ted.
Signature of Owner Si-gna e of Applicant
Print Name Print Name
Date /
Q:FORMS:OWNERPERMISSIONPOOLS 62012
t � p oNl��► �
Town of Mrnstable *Perm' #
�6 0 o sue date
°* Regulatory Services
s�rervsrasie. : '
n $ Thomas F.Geiler,Director
1659.
ArfON`°`& Building Division
Tom Perry,CBO, Building Commissioner
200 Main Street,Hyannis,MA 02601
www.town barnstable.ma us
Office: 508-862-4038 Fax:.508-790-6230
EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY
Not Valid without Red X-Press Imprint
Map/parcel Number -� O�.
Property Address t W Lb, 0 AA k Zk_1 3 D
❑V Residential Value of Work QT, ,:vein' , `Minimum fee of$35.00 for work under$6000.00
Owner's Name&Address 1;� ��
Contractor's Name Telephone Number
Home Improvement Contractor License#(if applicable) _
00,60
Construction Supervisor's License#(if applicable) •
MAR 2
❑Workman's Compensation Insurance
Check one: �ARNSTAgLE
❑ ®F
am a sole proprietor N
¢, I am the Homeowner '[®\
❑ I have Worker's Compensation Insurance
Insurance Company Name
Workman's Comp.Policy#
Copy of Insurance Compliance Certificate must accompany each permit.
Permit Request(check box)
❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to
❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof)
[],Re-side #of doors
[Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows i
❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. .
Separate Electrical&Fire Permits required.
*Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc.
***Note: Property Owner must sign Property Owner Letter of Permission.
A copy of the Home Improvement Contractors License&Construction Supervisors.License is
required.
SIGNATURE:
n:%Tu"o M rr cVFi)1?My hnildie v hermit fonnS EXPRESS.do
I
°FT°wti Town of Barnstable
Regulatory Services
`iBARNSTxBLF� ' Thomas F. Geiler,Director
1639. i 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
HOMEOWNER LICENSE EXEMPTION
2 n Please Print
DATE:
10B LOCATION: 1e( _> fl��c Lf NS
number street village
HOMEOWNER":
name —� home phone# work phone#
CURRENT MAILING ADDRESS: 1
Gw OZ(9�
city/town state zip code
The current exemption for"homeowners"was extended to include owner-occupied 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
proce ures 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.
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 care t amend and
adopt such a form/certification for use in your community. .
�OFSHE rA._
T
+� EAMSrABM
9� ,� Town of Barnstable
Arfp MPS A . .
Regulatory Services
Thomas F.Geiler,Director.
Building Division
Thomas Perry, CBO
Building Commissio er
200 Main.Street, Hyannis, A 02601
www.town.barnst le.ma.us
Office: 508-862-403 8 Fax: 508-790-623 0
P oper ty wner Must
Complet a Sign This Section
If g A Builder
L ; as Owne of the subject property
hereby authorize to act on my behalf,
in all matters relative to work authoriz d by this building permit applica ' n for:
_ ( dress of Job)
Signature of Owner Date
Print Name
If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on;the
reverse side.
QAWPFILESIFORMSIbuilding permit forms\MkESS.doc "
-y�
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map 3'19 Parcel '4 8l Permit#
Health Division Date Issued
Conservation Division Feed
Tax Collector M
Treasurer
Planning Dept.
Date Definitiv Ian I)roved by P4,aing BoardHistoric-OK � �'�O�Pres�ion/Hyannis
Project Street Address
Village Bt,rn.S4aWe_
Owner _ r&.;C/C_ alwlev /ri Address ':5 7 Goa ✓ie+A) LU/f ly
Telephone Sa F 36d. 97,98
Permit Request 'lfer"ove fro �� 1'Vli9T /4C, �FNc� lav a
A��f" Gtrz'�rfecfyr�/ i''ooF ��f»v�� 2�
Rao
Sgu rye feet: 1649or:existing a'900 proposed 2nd floor: existing proposed Total new
Estimated Project Cost 7500 Zoning District Flood Plain Groundwater Overlay
Construction Type
Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation.
Dwelling Type: Single Family El" Two Family ❑ Multi-Family(#units)
Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes V o
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/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:
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes ❑No If yes,site plan review#
Current Use Proposed Use
�J
BUILDER INFORMATION
Name_ 12ob,ert P,Gkup Telephone Number SD9- 497--0//
Address s:3'1 H e5hn Ave . License#
I a,l rkoaveyi M a. Home Improvement Contractor# 100503
WORCEST EI2
Worker's Compensation# 2nys. W, C, F/i alo
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO &uRny� L�ivl)Fl C.y
SIGNATURE DATE
If Y FOR OFFICIAL USE ONLY
t t
PERMIT NO.
DATE ISSUED
t MAP/PARCEL NO. J'
ADDRESS - VILLAGE "
OWNER' ` ` y
� H
DATE OF INSPECTION: -
FOUNDATION
FRAME
INSULATION r
' FIREPLACE -
ELECTRICAL: ROUGH FINAL "
PLUMBING: ROUGH FINAL
y L :
GAS: ROUGH FINAL
r
w FINAL BUILDING
DATE CLOSED OUT
ASSOCIATION PLAN NO.
i a 1
~o
The Town of Barnstable
j 9'"R> .�' Department of Health Safety and Environmental Services
1 �n►. Building Division
367 Main Street,Hyannis MA 02601
Office: 508-862-4038 Ralph Crossen
Fax: 508490-6230 Building Commissioner
Permit no.
Date
AFFIDAVIT
HOME IMPROVEMENT CONTRACTOR LAW
SUPPLEMENT TO PERMIT APPLICATION
MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion,
improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied
building containing at least one but not more than four dwelling units or to structures which are adjacent to
such residence or building be done by registered contractors,with certain exceptions,along with other
requirements:
f / �
Type of Work: �em UV e f�A,U grpZgCe ieod F Estimated Cost 75t,20,
Address of Work: 57 6 ei i//ew tkU
Owner's Name: 1-��r l Gl CA, Pri c,ea
Date of Application:
I hereby certify that:
Registration is not required for the following reason(s):
❑Work excluded by law
❑Job Under$1,000
❑Building not owner-occupied
❑Owner pulling own permit
Notice is hereby given that:
OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED
CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE
ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A.
SIGNED UNDER PENALTIES OF PERJURY
I hereby apply for a permit as the agent of the owner:
z)e5��
Date Contractor Name Registration No.
OR
Date Owner's Name
.q:forms:Affidav
I
8'CONCRETE BLACK FOUNDATION WALL PROPOSED ADDITION/RENOVATION ON 1 O'x I G'CONINNUOU5 CONIC,FOOTING
BOTTOM TO BELOW FR05T LINE(4'MIN.)
NOTE:ALL CELLS TO BE FILLED W/CONCRETE __ 1 3'-O"
15 DGwFLS INSTALL'NEW -
DGLLaGRou, - ANDER5EN I -
TOGI5T.FOUNDATION D1I WINDOW r _I 310 R.0.2'-103IB' 6'-I I• '
REMOVE IX15TING / W
FOUNDATION
A5 5OW5 6 DOORS L__ J
FOUNDATION WALLS I I A5 SNO— i REMOVE PULL DOWIJ A E55 N
ALL EXTERIOR.WALL5 OF EXISTING GARAGE. I (5NE ADJUST OOP TRU55E5)REFRAME WITH NEW 2x4 WALLS ON Z
O
ri I EXI5TING 6 NEW FOUNDATION WAU5
y I - existing MATCH WALL HEIGHT TO 005TING INTERIOR " N
REMOVE MUD RM PARTITION BTWN,GARAGE 6 MUD ROOM REMOVE -
CM5TIIJG FOUND. - IXISTIIJG WALLS
WALLS AS 5111.1 i $. I— _ _ WALLS AS SNOWN _ — —
1I
ICI o o
L REMOVE ENTIRE E%IS IIJG CONCRETE SLAB I I O REMOVE EXISTING O
wNpOWS AND REPLACE
Z O
AND REPLACE WITH NEW < W/NEW ANDERSEN DIM WH u g w
4•THICK POURED CONCRETE 5IAB FLOOR proposed N I I w WINDOWS AS SHOWN O
IXISTING CONIC. WITH G'.G'I ON 10'W.W.M.ON CLEAN + N �iJ c
SLAB FLOOR COMPACTED GRANULAR BASE 4, a o.
d TWO CAR GARAGE " 0 C
TO REMAIN PITCH 2'TO O.n.DOOR I I N a y{' to
a _� i i C + 0 7
- N A
II III . . ICI I � o
existng ¢ N Q
LAUNDRY II II O Y
PROVI DE APPROVED SIMPSON I I - y Q W
MOO-DOWN ANCHOR(TYP.) ' d: Z m
IN LOCATION5 A5 5HOWN O W Q
> f
DEPRESS TOP OF FOUNDATION FOP) RAGE DOOR I {,' I t W y a,N
51TE ADJUST TOP OF IXI5TIlG FOU RATION WALL J - Z
16.T O.H.DOOR IRO.2'-S I/B"x l'-9 1/a f a to Q
(2)1 314"x 11 7/9'LVL HEADER Lull length- -- -- TR2918 K �' m
3,-a,
IXISTIIJG Z'-9" IS'-6" 6'-D" PROVIDE AROUND ---------------------
FOUIJDATIOIJ - PERIMETER OF NEW GARAGE:
WALL` 5/8'ANCM R BOLT5(g 24.O.C. -
„ EXISTING PROPOSED W/3'x3'01/4'PLATEWA5HER541 - -
GARAGE FOUNDATION ADDITION G'-12'FROM END OF PLATE5 EXISTING PROPOSED
BOLT EMBEDMEIJT MIN.15'
• existlng GARAGE FOOT PRINT ADDITION
.. _
OFFICE
EXISTING REMOVE IX15TING
MAIN HOUSE WINDOWS AIJD P.EPLACEeV"
W/11,ANDER5EN PS
GLIDING PATIO DOOR R.O.--0 A'.G-LOT/5' ,.;.,. / U"Q
4
a CENTER IN EXIST.OPNG a � D
posed
FOUNDATION PLAN WOOD DECK ' c1 m J
1;
m a
P.T.2Q18 1/4„-1,-D" D(15TING WAus 10'DIA COIJCP,ETE SOPIOTUBES 2ib5'JLKH:Kd NEW WAILS ; proposed [....�. (cor a r z O
O 6'- " 5'-9" ATTACH P.T.(2)2Z TO 50NOTUBE FLOOR PLAN - "^� a O
W/ABU44 P05T BA5E(-equal) m LL
4
1/4"=1'-D" IX15TING WALL5 O
- ----- DEMOLITION_ NEW WALLS m
a
C
1 9 H o F
10 p o Q
0
� Z8 z
. W y
m US
to 0
w J
• o r
- DATE: 0911912013
" SCALE: AS NOTED
DRAWING#:
Al - 3
PROPOSED ADDITION RENOVATION
PROPOSED ADDITION RENOVATION
AN 12P504 001,15IP-HUNG
WINDOW
-------------------------- ------ MATCH CASING t5HUTTERS,
-------------------------------------------------------- TO EXISTING HOUSE
-------------------------------------------------- ------
-----------------------------------------------------
-------------------------------------------------------------------------------
------------------------------------------
--------------------------------------------------------------------------------
------------------------ -------
------------------------ ----------------------------
-------------------
------ 2 DEEP ROOF OVER
----------------- --------------------
AS HALT ROOF 5,1111=5------------ GARAGE DOOR.USE 2.45 JG-O,C.
------------------------- PA5TED TO NEW 2.4 WAU-
------------------------------------------------------------------
TO MATCH EXISTING ---------------------------------------------------- MATCH TRIM 4 ROOF SHINGLES TO U15TI14G
------------------------ -------------------------
30210
----------------------------
Atl NEW TRIM TO MATCH ------------------------------------------------ ALL TRIM TO MATCH
EX15TING hou5c -------------------------- —--------------------------- METING HOUSE
--------------------------------------------------
----------------------------------------------------------------------------
-------------------------------------------------------------------------------------- YYY
proposed/existing top of plate -- ------------------- --------------------------------------------------------- Y Yll, ill
proposed/existing top of plate
---------------------------------------------- ---------------
PENIOVV CY15 ING WINDOW5
A 40 RE LACE WITH NEW ANDERSEN NNOIR51N T' 1450M WINDOW z
DOUBLE-E-HU1 G WINDOW5 MATCH CA 2
EXISTING 51
NG*5hUTTfR,5
MATCH CA511,IG TO U15TIlAG HOU51! MAIN HOUSE FFFF71 PT7T]I T7-TR2 16— TO U15TING HOU5E
P -------F-FF"T—
WHITE CEDAR 5mI"GlLS @ 5-EXPO51IFT Fl TT Mll LEM WHITE CEDAR 5H:"GLES @ 5-EXPOSURE
TO MATCH EX 5TIWG MOU5,)
TO MATCH CK STING HOUSE)
;!t;It
t.o.proposed/existing founLaticn I liF— LIM t o.proposed/existing foundation
&
L-lax T HAAS O.H.GARAGE DOOR
#GGO W1 UGHTS A5 5HOWN
AT f POP05ED WOOD DECK.!
JxG COMPOSITEDECWNG OVER
P.T.C,C,,FRAME ATTACHED TO c
10-CIA,CONC.SONOTUBE5— m 0
proposed L J L.j 14 0
EXISTING HOUSE PROPOSED A .0
RIGHT SIDE (south) ELEVATION ADDITION 0
CIS
proposed
FRONT(east) ELEVATION 0U)
z
U)
a U)
.9 z
U 00 0:
ILL, C E of
PROPOSED ADDITION I RENOVATION
______----------------------------------------------—------
ANOOR5rN DOUBLE-HUNG
❑ ------------------ ------------------------------------- WINDOW
MATCH CASING TO EXIS-ING
•
---------------------------------------------—----------- ----------
------------------------------------------------------------------------------
------------------------------------
----------------------------------------------------------------------------------- z
---------- --------------------
--------------------------------------------------------------------------------
--- -------------------------- W
-------- -----------
---------------------------------------------------------------
----------- ASHAI�T ROOF ShINGUE5
------------------------------- ---------------------- ---
30210
❑ -------------—------------------------------------------------------------- TO MATCH EXISTING----------------------------------- -----------__________- U)
------------------------------------------------
----------------------------------- ----------------------- W
---------------------------------_____-------------------------------------------- AIJ.TRM TO MATCH
---------------------------------------------------------------------------------- METING HOIJ5E
EXISTING HOUSE --------------------------------------------------------------
--------------------------------------------------------------
F -------------------------------------------------------------
ZDEEP RO proposed/existing top ---- O
---
IL
IFFM WITE CEDAR SHIN X5 @ 5-EXPOSURE 19
M-TIll 5G(TO MATCH r.X TING HOLJ5C)
® Qa�j
ANDERSEN DOUBU-HUNG 36.310 1
MATCHCASING&SHUTTERS U)
WINDOW
TO EX15TING HOU51! Viiiz
IS EXISTING HOUSE v
U) 0 0
!,.C.proposed/existing foundation 0
ZQ <
>
UA
ATPROP05 WOODDECK:C,7 U)
1.6 COMPOED LU
DeCr,F511T DECKING OV
PT. RAIVE ATTACHED TO
10'DIA.CONC.50NOTUBE5
LJ
--------------- .....
PROPOSED ADDITION/RENOVATION EXISTING MUD RM.
proposed proposed DATE: 09119/2013
LEFT SIDE (north) ELEVATION REAR(west) ELEVATION
SCALE: AS NOTED
DRAWING
A2 3
i
PROPOSED ADDITION/RENOVATION
ROOF RAFTERS OF EXISTING -
SHEDROOFTOIAYONNEW ..
GARAGE ROOF
ADJUST IN FIELD
r
PULL DOWN ACCESS BELOW W '
i (BITE ADJUST ROOF TRUSSES) f=„
EXIST.SHED ROOF F ERS
V m
z
N
w� �
O j
w Ij p
01 p
/
0
Ii o: LU
li (1)
(n
EXIST.ROOF Ij :D 2
O
0 N
Ii p w
� p �
j
V UU
V, z
6
O
-.. ; M
w d4a @ 19'O.C.at ROOF 4 CEILING 0 ROOF over GARAGE DOOR - H C4
Q
Y g
rc O ;
EXISTING y O W In
MAIN HOUSE
o U) o ~
ROOF FRAMING PLAN H
z
1/4"=1'-0" w C m
a
0 .
0
1
12
x� 9 MATCH EXIST.
'^ ROOF RAFTER$OF EXISTING
SITED ROOF TO LAY ON NEW _
GARAGE ROOF / \
ADJUST IN FIELD // \\\ 5/8'CDX PL1WD.5HEATHING W
t ASPHALT ROOF 5HINGLES
NI;VR QOF TRUSSES @ 24"+/-O.C. OVER ROOF TRU55E5 V
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S1 TYPICAL CROSS SECTION DATE: 09/19 12613
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� SCALE: AS NOTED
DRAWING#:
A3 3
TOl aF BARNSTABLE
PERCENTAGE OF LOT COVERAGE
BARNSTABLE LOCUS
. . LOT AREA 14000t S.F. HARBOR '
2014 FED 27 PM 1: 29 LOT P EXISTING STRUCTURES 17.3% 3 y o
EXISTING PAVEMENT 5.5%
' TOTAL COVERAGE 22.8% �' o
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ADDITION • , -�
LOT R LOCUS MAP
Q O 27 7ft — — — — `. r : p�Rr PLAN REF: 19221 A SHEET 2
.. �: p CERT REF: 139729
ASSESSOR'S MAP:_ 319-081
CFO::.•;- ZONING: RB
Q 4o O eU�k — — ORS` a' ' SETBACKS: 20'-10'-10'
,n/ O° Y:. , . FLOOD ZONE: C
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••�•�� ,:r.' .�.. PANEL NUMBER: 250001 0001 D
~ DATED: 7/2/1992
(� PLOT PLAN OF LAND
CONC. — — — —
PATIO — — — — LOCATED AT:
— — —= ...0 57 GOODVIEW WAY
BARNSTABLE, MA
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�c� Q Q° PREPARED FOR:
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LOT S ° Q
' � o sTEP�F�� s ; PATRICIA PRICE
DECEMBER 4, 2013
S Q� ®►rwo su �t Y REV:
6
6o 3;t ' REV:
700 DD 3 REV:
GRAPHIC SCALE YANKEE LAND SURVEY CO- INC.
20 0 '° 20 40119 ROUTE 149
- MARSTONS MILLS, MA
LOT T inch = 20 ft. TEL: (508)428-0055 FAX: (508)420-5553
yankeesurvey0com cast.net. www.yankeesu�vey.net,
SHEET: 1 OF 1 JOB#: 54974` JM-
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