HomeMy WebLinkAbout0046 SECOND AVENUE (HYANNIS) �� C �� �
t:
`TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Vs
Map � Parcel o Applati :J
Health Division Date Issued Z I G
Conservation Division e Application Fee.
Planning Dept. Permit.Fee �� V
Date Definitive Plan Approved by Planning Board �' /yl aZ_j2_=
Historic - OKH _ Preservation / Hyannis
EM)N-ZL__ 'S ANT
Project Street Address �� �o S P C Oti 9 ,A VC
Village U/e � n
Owner o �-� A'�� (,A T P Address Y(o .Sec oti 0 4),V e
Telephone__
Permit Request -P h v c\ . iU P 1A-) r �4-C o^� £ #P*-i
; d l l • �A V/r h �►tip
I Z Ct C P� C p i ,�� l 4T A_ ` t�A
Square feet: 1 st floor: existing proposed 2nd floor:.existing proposed Total new
Zoning District Flood Plain Groundwater Overlay '
Project Valuation Construction Type (,�G o o NG DEPT
Lot Size Grandfathered: ❑Yes ❑ No If yes, attach s ark mentation.
Dwelling Type: Single Family 3"_ Two Family ❑ Multi-Family (# units) TOVV/V OF13ARNST
Age of Existing Structure T� Historic House: ❑Yes 0'No On Old King's Highway: YBes 0 0
Basement Type: Ofull ❑ Crawl ❑Walkout ❑ Other
Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) l L o 0
Number of Baths: Full: existing new Half: existing new
Number of Bedrooms: `j� existing _new
Total Room Count (not including baths): existing new First Floor Room Count
Heat Type and Fuel: was ❑ Oil ❑ Electric ❑ Other
Central Air: ❑Yes ❑ No Fireplaces: Existing_ I New Existing wood/coal stove: ❑Yes Ur go
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 A k c I\A •e 2P o Z i Telephone Number S-O S - "y d U 61 Z
Address 7 14 (.•✓Au e Y , I( 19ti P License# n
Ce ,Uq e AV t `-t MA Home Improvement Contractor# ( HTS S
Email 41 11 RN L t (UNJ71V CT u -AA I/Norker's Compensation #
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE WA DATE
FOR OFFICIAL USE ONLY
APPLICATION #
DATE ISSUED
MAP/ PARCEL NO.
ADDRESS VILLAGE
OWNER
DATE OF INSPECTION:
FOUNDATION
FRAME 4�- ➢ Ala
INSULATIONQD 3
x
t
FIREPLACE '
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS.: - ROUGH FINAL
FINAL BUILDINGIV
U
DATE CLOSED OUT
ASSOCIATION PLAN NO.
The Cfl73Z71m7 eaM Qf 'yadr etts
Lg iriF�Et t rrc-d Acrid-.7t
` we Q fllf l3IIS
. 600 WasRYr =Shreet
Boston,MA OZ111
•. . wrve�m�g���`ia =
Wurke& CompensaiianImmn-mce Affilzvt-SnitderJCuntractars/Eecfririans/Fhimhers
Please Prim fe
Tame � .4�i v ,
c r �T iU -194L
Are you an eimpbyer?.Check the appropriate ba= Type of project(required)-
I.❑ I atm a emplcy r vri& 4. ❑I am a general contract ur and I 6- ❑New e=sftuc;Eon
ployew(fall andforpart4ime *. 1tavehiredlhe sub-can4md=
2.HI am a sale propdeto>r orpad=- Hged cadre ait6rhed sheet:` ?- [ 4 g
ship and have no employees These stab-c�rs have � Q'1�emalifiora
wcding forme iu any capacity- employees and have wodmrs' 9. ❑Bwvalt�sd�iiaa '
[No wadom.g'Qpa7p.fiman areT6re comp-inanranrr
d-] 5. ❑ We are a coaporativa and its 16-❑Elechic d repairs nor adQ ions
`
3_❑ F am fiouaea�er doing ail wa�rlc _ officers have exzrcised tizeir 11-0 Plumbingrepaiss or additiaass
myr&lf[No wo 'oamp- tight of exempffm per Mo- L_�Eoafzepairs` r
fizuranreregmred-]E a M,§1(4k audwelaveno
employees.[No wa�bess• 13.0'Oilier
cam_;.,mxanm Vie&]
•Racy app€r�tbat che3s bos R Est also ffio the sectioaBcLox g�e"she¢'�pe•s6,,.pericgiss�rmsao�
# vrasr Who submra sh&iffidnizinffictiml dey Em daiog RU WC*apt Baenhae autsi&CoUftXtW[s sash.
fCaatta S31 checYffiis b=must X-tar'k rl,AfTi t she dwwingthen—of the s&-am�sdnas=d stye Whe1tms air not thnse emi shxc
• emp3Qyees.Ifthe�„�R,�*�rr,�hacee�pIoi�rs,tbegmnstgms'id�t� '�•FaIicyaumitec '
-Tam all empkyer got pra�2dirt�rt�orfcers'eom2rettsrdi�ra ursrirart�s jvr�emgrfvt�ee� $eTottr is fftepal�cy�jab site
fta�irrrrar�nrt" •
Iss�caC=.pavyMame:
Paficy 41 or Se If-inLIic_•1 aaDafe
Job Eta Address: J 4" CitylStafel2.tg
Attach a copy of the warners°cbmpensationpolicy declaration page(showing.the policy number and expiration date.
Failure to serum coverage as sequiredunder Secticri 25A of MGL¢15 can 1wd fo tEm imposstioa.of caiminal peualt%es of a
rim up to$154O:OQ andlor one-gewimprisonmenk as w&as ciO peualgF- i a fire faux of a STOP WORK ORDE Rand a fmie,
of up to$250FkQ a day agaimst the violafcr_ Be advised chat a cry of this zbkmat may be forwarded to the Office of
IrryestEgaffons of the D.TA for fi=anw cove'mg5 .
Ida herdT=*ff
n fd• '&epms andpa�of��I�Y tiiatifia its farura€ivaproi�d crbos�ig trace and correct
Phrme rr T6 2 / a q J`
QJ%d d rasa a of. Da not writs in ifds area be cvmpktad by city atrtown ayiaal
City or Town: PermitTicenseg
Issadvg parity(ch cle one):
L Board of Health :.Ruffiring Department 3.filr{Foia Oerk 4.F3edrical limpecinr S.Plumbing fimpwfor
�.afher
Contact Person: Foam`#:
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AWC Guide to Wood Construcfian in High Wired Areas:110 mph.Wind Zone
Massachusetts Checklist for Compliance(780 CMR 5301.2'.1.1)I
L( chwk
1.1 SCOPE compmmcc- _ •
WindSpeed(3-sec,gust)....................................................................._..............................................110 mph —
WindExposure Category..............................................................................................................................B .
1.2 APPLICABILITY _
Number of Stories ........... __. .._..Fig 2)........................ stories s 2,Siories
...... .. . . ... _
RoofPitch ........................._..........................*...................(Fig 2)........................................... 512:12
Mean Roof Heigh ...(Fig 2).......................... —
BuildingWidth,W............................................................(Fig 3)...........:._..._.............................._ft s 80,
—
Building Length L (Fig 3I,
Building Aspect Ratio(UW) ...........(Fig 4)................................_......: ... 5 3:1
.................................... .....
Nominal Height of Tallest Opening2 ................. ......... .....(Fig 4).._....:.::................................._ 5 B.B.
1.3 FRAMING CONNECTIONS
General compliance with framing connections...................:(Table 2)...............
.......:....:.....c............:.......: .......
2.1 FOUNDATION
Foundation Walls meeting requirements of 780 CMR 5404.1
Concrete. ........................... ......
Concrete Masonry.......................... ............. ............ ..
2.2 ANCHORAGE TO FOUNDATION r
5/8'Anchor Bolts imbedded or 5/8'Proprietary Mechanical Anchors as an alternative In concrete only .A
BoltSpacing—general....�....................................(fable 4).............................................. in.
Bolt Spacing from endrolnt of plate ........................... (Fig 5)................................... in.:5 6°—12"
Bolt Embedment—concrete.........................................(Fig 5)............................................... in.Z T
Bolt Embedment—masonry.............................:...........(Fig 5).....................
in.z 15°
PlateWasher.............................:.................................(Fig 5).............:...... Z 3°x$°x'/."
3.1 FLOORS w
Floor framing member spans checked ..`.............................(per 780 CMR Chapter 55).........
_
Maximum Floor Opening Dimension...................................(Fig 6)............................._ft 512'or U2 or W/2 _
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 5 d
Maximum Cantilevered Floor Joists
Supporting Loadbeadng Walls or Shearwall................(Fig 8)........... ft;5 d'
Floor Bracing at Endwalis..... ........................................(Fig 9).......... .......:. ........:.....:...:.
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
Loadbearing walls.... ..... .._..(Fig 10 and Table 5)........:........ ft 510'
_..
Non-Loadbearing wails... .,(Fig 10 and Table 5)....................... _ft 5 20'
Wall Stud Spacing .............'....,...................:.................(Fig 10 and Table 5)..................._in.5 24"o.c.
Wall Story Offsets ............:.............................................(Figs 7&8)........................................._.�It S d
42 EXTERIOR WALLS3
Wood Studs
Loadbearing walls......................................................... (Table 5) 2X -_ft_in.
Non-Loadbearing walls................................................(Table 5) ...2x : ft in
Gable End Wall Bracing —' —• -
Full Height Endwall Studs.................:..........................(Fig 10)....................
WSP Attic Floor Length... :..:.,................::._........... .:...
:......:I....................................(Fig 11).................._......I. ..........:....._ft>W/3
Gypsum Ceiling Length(d WSP not used)...................(Fig 11)............................ ft z 0.9W
2 x4 Continuous Lateral Brace @ 6 ft o.c...(Fig 11).............:...............................
Double Top Plate ,
Splice Length ........................................................(Fig 13 and Table 6).................................__. ft
Splice Connection(no.of 16d common nails)..............(Table 6)............................................._.........
r
S
AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone
Massachasetts Checklist'for Compliance(780 CMR 5301.2.1.1)1
Loadbearing Wall Connections
Lateral(no.of endnaled 16d common nails)..._.........(Table 7).........................._............................
Non-Loadbearing Wall Connections
Lateral(no.of endnailed 16d common nails).._...........(Table 8).._............_.............................._._...
Load Bearing Wall Openings(record largest opening but check ail openings for compliance to Table 9)
HeaderSpans ._............_.................................:...(Table 9)......__......................._ft_in.511'
Sill Plate Spans ._..._......._..........................._._.......(Table 9)...._..........................._ft_in.511,
Full Height Studs (no.of studs)............................_._..(Table 9)........................................................
Non-Load.Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
HeaderSpans.............................................................(Table 9)................................. ft_in.512'
Sill Plate Spans............................................... .........(Table 9)......................... _ft_in.. 12'
Full Height Studs(no.of studs)....... ............... .....(fable 9)..................................................
_....
Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4
Minimum Building Dimension,W
Nominal Height of Tallest Opening2 ...................................................
:._.............._......
Sheathing Type................_............................(note 4)..............................-.-.-.-.................
Edge Nall Spacing.................................._.....(Table 10 or note 4 if less).....__........_........—in.
Field Nall Spacing.......... ..............................(Table 10)....
............................._.._.__........ in.
Shear Connection(no.-of 16d common nails)(Table 10)...................................................
Percent Full-Height Sheathing............ 10)_................................................. %
5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts)........._... ...
Maximum Building Dimension,L
Nominal Height of Tallest Opening2.........................................................................
SheathingType........................................._..(note 4)......................................................
Edge Nall Spacing...................._...................(Table 11 or note 4 if
less).....,.................. in.
Feld Nal Spacing................ in.. ................ .......Shear Connection(no.of 16d common nails)(Table 11)........................................................ —_
Percent Full-Height Sheathing.......................(Table 11)......... .....................
.................._%
5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts).............. ... —
Wall Cladding
Ratedfor Wind Speed?............................................................ ................I... ......_........__.._.................
5.1 ROOFS
Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website)
_
Roof Overhang ...................................................(Figure 19).............. ft:9 smaller of 2'or L/3
Truss or Rafter Connections at Loadbearing Wails
Proprietary Connectors
Uplift.................. . ........................(Table 12).................................._........U= plf
Lateral (fable 12).............................................L=—pif
Shear........................_.....................(Table 12)............................................S= ' pif
Ridge Strap Connections,if collar ties not used per page 21.....(Table 13)..............................T= pif _
Gable Rake Outlooker..................................... (Figure 20)..............._ft s smaller of 2'or L12
....
Truss or Rafter Connections at Non-Loadbearing Walls —
Proprietary Connectors
Uplift_..............................................(Table 14)......._......_............................U lb.
Lateral(no.of 16d common nails)...(Table 14). ...:..L=Ib. _
Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).................. _
RoofSheathing Thickness....................................................._.......:.........................._in.a 7/16"WSP _
Roof Sheathing Fastening............................................(Table 2)........._...................................._......
Notes:
1. This checicfist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of
780 CMR 53012-1.1 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. Comer Stud Hold Downs per Figure 18a.
2. Exception:Opening heights of up to 8 R 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 wails shall be a minimum 2.in.nominal thickness.pressure treated 92-grade.
- _ -
`� AFFC Gidde to Wood Corrsfr-vadort ur 1��h tKizdArevs_110 z7TIz f3KwdZgne
Massachusef Checb for CompNance mQ ci��lzsa tj:i)1
4-
a: From Tables ID and 11 and lo=fba of vrA shed-fng and gur�dmg Asper#Ra�o,de#e�znfne Perot Full_Helght
' shea$•ring and lw 5padng requbements '
b. Woad Struem-at Panels sW be mQimnan thicknem of7fi 6`and be hStalled as fnitom-,
L Panels shall be bstdad Wn sfre:ngifr ezis pax-gal to study
iL M hm=dal joints shall Dour aver and be:rrJed to framing
M_ Dn single sfaiy=isirucfiion,panels shd be a$ached to boffnm plates and lap Inember of She double
----- -____-- --- -Dn fsara.stacy anrupPet panelssl3all Abe attached.ta-1he top rnernber-of he upper double top-- ---
plate and fa band joist at botinm of panel tapper affadnent of lower panel shall be made in band joist
and IDwaraffachment made to lowest plats at first fioat•fiaming. -
v. HOr¢nnW..nal spacing of don ble top pkh--, band joists,and g'rrden shag-be a double raw of ad -
staggered at 3 Indre s on cenfer prr figures b efow:Vm*zl and Horimnial Nal ng far Panel Attachment
5_ Glazhg pnsf orc a}rew house orhQrimnfaf addrbon-required ifprajacf�i We,Drdos:ar-ta share(generdlfy.south.of
1�.7E.or nar$�rfi life.6j
- � b)ve�fical add�an-naf rerlulizti unless tihere is�renrn�on to$e:fast fiIaar
c)replaceYnerrtiVnidows-needs energp conse5v-4on campGar►c�only(chap 23) --
fi Wood Frame Const ucUDn Manual(V FCM+ for 110 MPH, Fxposwe B maybe cbtainedfrom the Americz n WDDd Council _
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-Vertu l and HDT!zDrrfal hlarTrng = i� -
� lfern�'ai and ffwizo-nfaI Maifmg .for Parral Alfa rat fDr Fang Aflsc.hmarif -
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: BARNSfABIE,
MASS.1639. Town of Barnstable
��m�
f p` Regulatory Services
Richard V.Scali,Director
Building Division
Thomas Perry,CBO
Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-8624038 Fax: 508-790-6230
Property Owner Must
Complete and Sign This Section_
If Using A Builder
s
I, J`,',_ -rY 1`YZJ C;7-9 T-6S ,as Owner of the subject property
hereby authorize /7�/AC L L—A-) Z/ to act on my behalf,
in all matters relative to work authorized by this building permit application for:
(Address of Job)
Si ature of O er Date
�)-#,� ,tJ GAT£
Print Name
If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the
reverse side.
C:\UserslDecolliklAppData\LocalkMicrosoftlWindowslTempomry Intemet FilesTontentOutlooMPI01 DWEXPRESS.doc
Revised 040215
— Massachusetts Department of Public Safety
Board of Building Regulations and Standards
Ift -058266
License: CSFervisor 1 & 2
Construction Sup
Family
MICHAEL J RENZI
` 387 PHINNEYS LANE
CENTERVILLE MA 02632
I _ CIA--- Expiration:
`' 0113012018
Commissioner ,
ion Supers'is°r & Family
truct
Rest ice to.
of th assach
usetts
e M licen5e-
edition of this n
°ssess a Current5e for revocatMASS GOV IDP
Failure top de is cau
Building CO
sing information visiti�W• _ ,
State
DPS
Licen
t� �f� �an, ,uuea �✓�aaacu/uraeCta License or registration valid for individul use only i
�\ Office of Consumer Affairs&Business Regulation before the expiration date. If found return to:
HOME IMPROVEMENT CONTRACTOR Type. office of Consumer Affairs and Business Regulation
= Registration: `,. •10 Park Plaza-Suite 5170
Expiration:_;�Q- `,. 7 DBA Boston,MA 02116
MICHAEL RENZI GQI�tSuTR�tOTLONJ
MICHAEL RENZI�
;r YY
LN it signature
387 PHINNEY'S = ,% `
CENTERVILLE,MA a2632 Undersecretary Not v I i
SEA&B Engineering
P.O. Box 688
Eastham,MA 02642-0688
(508)240-3987t�
November 2 2016 . � RtAf
Dv►LDING DER ®.refle
DEC 412016
Mr. Joseph Botelho TowN OFgARNSTA13
P.O. Box 285 LE
West Barnstable, MA 02668
Reference: Gate Residence,46 Second Ave.,Hyannis,MA
Dear Joe,
The renovations for elevating the ceilin of this house have been.evaluated.according to your
drawings and the requirements of the 8 edition of the building code for.wind exposure B.
The lower 50 inches of the rafters on each side must be sistered with 2x8s as shown in sheet 1.
Otherwise, all parameters are to be as shown on the drawings.
Wind load selection is based on based on roof pitch,wall and roof surface area, and area
section location. The roof angle is 18.43 degrees. Maximum horizontal wind load for this angle
is 29.1 psf. This resolves to a vertical wind loading of 8.73 psf.Horizontal wind load for
external walls is 22.6 psf. Snow load is 25 psf. Total vertical loading on the roof consists of
snow plus '/2 vertical wind and material weight.Floor live loading is 40 psf. All material
weight is evaluated and combined in by the computer.
o Sheets 1 to 7 show the section model with sistered members,vertical loading
illustration,node identification,member identification,.maximum node deflections,
maximum member stress, and support reactions for the vertically loaded model.
e Sheets 8 to 11 show the same parameters for the wind shear model as sheets 2, 5, 6 and
7 show for the vertically loaded model.
Please let me know if you have questions.
Regards,
Richard P. Anderson
Job No Sheet No Rev
Software licensed to Microsoft Part
Job Title Ref
By Dick A Date28-Nov-16 Chd
Client File Gate.std Daterrme 28-NOV-2016 17:48
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Print Time/Date:29/111201612:04 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1
Job No Sheet No Rev
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Job No Sheet No Rev
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Job Title Ref
By Dick A DatE28-Nov-16 Chd
Client File Gate.std Date/rme 28-NOV-2016 15:44
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Print Time/Date:28/11/201615:44 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1
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Job No Sheet No Rev
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Job Title Ref
By DiCk A DaSe28-Nov-16 Chd
Client Fi1e Gate.Std Datemme 28-Nov-2016 15:44
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Print Time/Date:28/11/2016 15:45 STAAD.Pro V8i(SELECTSeries 5)20.07.10.66 Print Run 1 of.1
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Jab No Sheet No Rev
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Job Title Ref
rzo By Dick A Da"28-Nov-16 cnd
Client F• File Gate.std Datelnme 28-NOV-2016 17:48
Node UC X-Trans Y-Trans Z-Trans Absolute X-Rotan Y-Rotan Z-Rotan
(in) (in) (in) (in) (rad) (rad) (rad)
4 3 0.020 -0.424 0.000 0.426 0.000 0.000 0.001
8 3 -0.020 -0.424 0.000 0.425 0.000 0.000 -0.001
12 3 -0.004 -0.417 0.000 0.417 0.000 0.000 -0.001
13 3 0.004 -0.417 0.000 0.417 0.000 0.000 0.001
15 3 -0.008 -0.383 0.000 0.383 0.000 0.000 -0.002
16 3 0.008 -0.383 0.000 0.383 0.000 0.000 0.002
5 3 0.003 -0.382 .0.000 0.382 0.000 0.000 0.001
7 3 -0.003 -0.382 0.000 0.382 . 0.000 0.000 -0.001
6 3 -0.000 -0.374 0.000 0.374 0.000 0.000 0.000
4 2 0.016 -0.350 0.000 0.350 0.000 0.000 0.001
8 2 -0.016 -0.350 0.000 0.350 0.000 0.000 -0.001
12 2 -0.004 -0.343 0.000 0.343 0.000 0.000 -0.001
13 2 0.004 -0.343 0.000 0.343 .0.000 0.000 0.001
15 2 -0.006 -0.316 0.000 0.316 0.000 0.000 -0.001
16 2 0.006 -0.316 0.000 0.316 0.000 0.000 0.001
5 2 0.002 -0.315 0.000 0.315 0.000 0.000 0.001
7 2 -0.002 -0.315 0.000 0.315 0.000 0.000 -0.001
6 2 0.000 -0.309 0.000 0.309 0.000 0.000 0.000
3 3 -0.012 -0.278 0.000 0.279 0.000 0.000 -0.004
9 3 0.012 -0.278 0.000 0.279 0.000 0.000 0.004
3 2 -0.010 -0.230 0.000 0.230 0.000 0.000 -0.003
9 2 0.010 -0.230 0.000 0.230 0.000' 0.000 0.003
10 3 0.094 -0.012 0.000 0.095 0.000 0.000 0.008
2 3 -0.094 -0.012 0.000 0.095 0.000 0.000 -0.008
10 2 0.078 -0.010 0.000 0.079 0.000 0.000 0.006
2 2 -0.078 -0.010 0.000 0.079 0.000 0.000 -0.006
4 1 0.004 -0.075 0.000 0.075 0.000 0.000 0.000
8 1 -0.004 -0.075 0.000 0.075 0.000 0.000 -0.000
12 1 -0.001 -0.074 0.000 0.074 0.000 0.000 -0.000
13 1 0.001 -0.074 0.000 0.074 0.000 0.000 0.000
15 1 -0.001 -0.067 0.000 0.067 0.000 0.000 -0.000
16 1 0.001 -0.067 0.000 0.067 0.000 0.000 0.000
5 1 0.000 -0.067 0.000 0.067 0.000 0.000 0.000
7 1 -0.000 -0.067 0.000 0.067 0.000 0.000 -0.000
6 1 -0.000 -0.065 0.000 0.065 0.000 0.000 0.000
3 1 _ -0.002 -0.048 0.000 0.048 0.000 0.000 -0.001
9 1 0.002 -0.048 0.000 0.048 0.000 0.000 0.001
10 1 0.016 -0.002 0.000 0.017 0.000 0.000 0.001
2 1 -0.016 -0.002 0.000 0.017 0.000 0.000 -0.001
14 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000
14 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000
11 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
14 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
11 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000
F1 11 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000
3 0.000 1 0.000 0.0001 0.000 0.0001 0.000 0.000
Print Time/Date:29/11/2016 12:09 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 2
Job No Sheet No Rev
Software licensed to Microsoftrt
ft
Job Title Ref
.. •. By •Dick A, Date28-Nov-16 Chd
Client File Gate.std Datelrme 28 Nov-2016 17:48
Beam Uc Section Axial Bend-Y Bend-Z Combined Shear-Y Shear-Z + t v
(psi) (psi) (psi) (psi) (psi) (psi) '' r f,
1 3 1.000 133.315 0.000 -716.484 849.798 -7.344 -0.000 I
10 3 0.000 133.315 0.000 -716.483' 849.798 7.344. 0.000'
9 3 0.000 8.552 0.000 790.161 798.714 26.516 0.000'
2 3 1.000 8.552 0.000 790.161. 798.713 26.516 -0.000
1 3 0.917 133.518 0.000 -622.537' ' 756.055 -7.344 0.000 t
10 3 0.083 133.518 0.000 622.537 756.055 7.344 0.000
9 3 0.083 8.727 0.000 726.423 735.150 - -27.175 0.000
2 3 0.917 8.727 = 0.000 726.423' 735.149 •, 27.175 0.000
1 2 1.000 110.860 0.000 -592.398 703.258 6.072' -0.000 - w
10 2 0.000 110.860 0.000 -592.398 703.258 6.072 0.000
9 3 0.167 8.902 0.000 661.119 670.020 27.835 0.000
2 3 0.833 8.902 0.000 661.119 670.020 27.835 0.000
1 3 0.833 133.721 0.000 -528.591 662.312 -7.344 0.000
10 3 0.167 133.721 0.000 -528.591 662.312 7.344 0.000
9 2 0.000 7.040 0.000 654.048 661.088 -21.809 0.000
2 2 1.000 7.040 0.000 654.048 661.088 21.809 -0.000.
1 2 0.917 110.860 0.000 -514.727 625.587 -6.072 0.000
10 2 0.083 110.860 0.000 -514.727 625.587 6.072 0.000
9 2 0.083 7.191 0.000 601.593 608.784 -22.378 0.000
2 2 0.917 7.191 0.000 601.593 608,784 22.378 0.000
9 3 0.250 9.076 0.000 594.249 603.325 -28.494 0.000
2 3 0.750 9.076 0,000 594.249 603.325 28.494 0.000
4 3 0.000 144.141 0.000 456.445 600.586 -34.604 0.000 k
7 3 1.000 144.142 0.000 456.437 600.578 34.602 -0.000
1 3 0.750 133.924 0.000 -434.645 566.569 -7.344 0.000
10 3 0.250 133.924 0.000 -434.645 568.569 7.344 0.000
9 2 0.167 7.342 0.000 547.788 555.129 -22.946 0.000
2 2 0.833 7.342 0.000 547.787 555.129 22.946 0.000
1 2 0.833 110.860 0.000 -437.056 547.916 -6.072 0.000
10 .2 0.167 110.860 0.000 -437.055 547.916 6.072 0.000 f
10 3 1.000 135.753 0.000 410.870 546.623 7.344 0.000
1 3 0.000 135.753 0.000 410.870 546.623 -7.344 0.000
t
4 3 1.000 141.176 0.000 -400.515 541.692 -45.636 -0.000
7 3 0.000 141.177 0.000 -400.514 541.690 45.635 0.000
4 3 0.083 143.894 0.000 394.032 537.926 35.523 0.000
7 3 0.917 143.895 0.000 394.025 537.920 35.522 0.000
9 3 0.333 9.251 0.000 525.815 535.065 -29.153 0.000
2 3 0.667 9.251 0.000 525.814 535.065 29.153 0.000 '
19 3 0.500 192.745 0.000 325.960 518.705 -0.520 0.000
8 3 0.500 192.744 0.000 325.957 518.701 0.520 0.000
19 3 0.417 193.441 0.000 322.113 515.554 2.060 0.000
8 3 0.583 193.440 0.000 322.110 515.550 -2.060 0.000 +
} 19 3 0.583 192.049 0.000 316.915 508.965 -3.100 0.000
8 3 0.417 192.048 0.000 1 316.911 508.959 3.100 0.000
9 2 0.250 7.492 0.000 492.633 500.125 23.515 0.000
2 2 0.750 7.492 0.000 492.632 500.125 23.515 0:000
Print Time/Date:29111120%12:07 STAAD.Pro V8i(SELECTse(es 5)20.07.10.66 Print Run 1 of 17
Job No Sheet No Rev c
Software licensed to Microsoft ! Part
Job Title Ref
t - ~ By Dick A Date28-Nov-16 Chd
Client File Gate.std Daterrime 28-Nov-2016 17:48
Node UC Force-X Force-Y Force-Z Moment-X Moment-Y Moment-Z -
(kip) (kip) (kip) (kip in) (kip'in) (kip-in)
11 3 -0.033 1.133. 0.000 0.000 0.000 -11.288
1 3 0.033, 1.092 0.000 0.000 0.000 8.959
11 2 -0.027 0.979 0.000 0.000 0.000 -10.812 ,
1 2 0.027 0.941 0.000 0.000 0.000 8.611
14 3 0.000 0.800 0.000 0.000 0.000 2.329 ,
14 2 0.000, 0.756 0.000 0.000 .0.000 2.200
11 1 -0.006 0.154 0.000 0.000 0.000 -0.477
1 1 0.006 0.152 0.000 0.000 0.000 0.348
14 1 0.000 - 0.044 0.000 0.000 0.000 0.129
-
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Print TimerDate:29111I201612:07 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1
-s Job No Sheet No Rev
Software licensed to Microsoft i Part
Job Title Ref
Y
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Dick _ e28-Nov-16 Chd
Client File Gate,-windshearstd Datelrme 29-Nov-201.611:24
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Printtme/Date:2911112016 11:25 STAAD.Pro V8i(SELECTsenes 5)20.07.10.66 Print Run 1 of 1
+ Job No Sheet No Rev
Software licensed to Microsoft Part
Job Title Ref
3C-4-'d By Dick A Dwe28-Nov-16 Chd
Client File Gate,wind shear#2.std Datelfine 29-Nov-2016 11:59
Node UC X-Trans Y-Trans Z-Trans Absolute X-Rotan Y-Rotan Z-Rotan
(in) (in) (in) (in) (rad) (rad) (rad)
8 3 -0.815 -0.075 0.000 0.819 -0.000 -0.000 -0.000
2 3 -0.818 -0.003 -0.000 0.818 -0.000 0.000 -0.000
13 3 -0.813 -0.074 0.000 0.816 -0.000 -0.000 -0.000
16 3 -0.812 -0.074 0.000 0.816 -0.000 -0.000 0.000
12 3 -0.814 -0.043 -0.000 0.815 -0.000 -0.000 -0.000
15 3 4814 -0.032 -0.000 0.815 -0.000 0.000 -0.000
3 3 -0.814 -0.017 -0.000 0.814 -0.000 0.000 -0.000
9 2 -0.814 -0.012 0.000 0.814 0.000 -0.000 0.000
9 3 -0.812 -0.057 0.000 0.814 0.000 -0.000 0.001
16 2 -0.814 -0.011 0.000 0.814 -0.000 -0.000 -0.000
13 2 -0.814 -0.005 0.000 0.814 -0.000 -0.000 -0.000
12 2 -0.813 0.026 -0.000 0.813 -0.000 -0.000 -0.000
15 2 -0.813 0.031 -0.000 0.813 -0.000 0.000 -0.000
3 2 -0.812 0.028 -0.000 0.813 -0.000 0.000 0.000
8 2 -0.812 -0,005 0.000 0.812 -0.000 -0.000 -0.000
4 2 -0.811 0.025 -0.000 0.812 -0.000 -0.000 -0.000
7 3 -0.809 -0.058 0.000 0.811 -0.000 -0.000 -0.001
10 2 -0.810 0.000 0.000 0.810 0.000 -0.000 0.001
5 3 -0.808 -0.046 -0.000 0.810 -0.000 -0.000 -0.000
5 2 -0.809 0.017 -0.000 0.809 -0.000 -0.000 -0.000
4 3 -0.808 -0.045 -0.000 0.809 -0.000 -0.000 -0.000
7 2 -0.809 0.005 0.000 0.809 -0.000 -0.000 -0.000
6 3 -0.807 -0.050 0.000 0.809 -0.000 -0.000 -0.000
6 2 -0.807 0.011 0.000 0.807 -0.000 -0.000 -0.000
2 2 -0.803 -0.001 -0.000 0.803 -0.000 0.000 0.001
10 3 -0.795 -0.002 0.000 0.795 0.000 -0.000 0.002
4 1 0,004 -0.070 -0.000 0.070 0.000 0.000 0.000
8 1 -0.004 -0.070 0.000 0.070 0.000 -0.000 -0.000
13 1 0.001 -0.069 -0.000 0.069 0.000 -0.000 0.000
12 1 -0.001 -0.069 -0.000 0.069 0.000 0.000 -0.000
15 1 -0.001 -0.063 -0.000 0.063 0.000 0.000 -0.000
16 1 0.001 -0.063 -0.000 0.063 0.000 -0.000 0.000
5 1 0.000 -0.063 -0.000 0.063 0.000 -0.000 0.000
7 1 -0.000 -0.063 0.000 0.063 0.000 -0.000 -0.000
6 1 -0.000 -0.061 0.000 0.061 0.000 -0.000 0.000
9 1 0.002 -0.045 -0.000 0.045 0.000 -0.000 0.001
3 1 -0.002 -0.045 -0.000 0.045 0.000 0.000 -0.001
2 1 -0.015 -0.003 -0.000 0.015 0.000 0.000 -0.001
10 1 0.015 -0.003 -0.000 0.015 0.000 -0.000 0.001
11 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
14 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000
11 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000
11 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000
14 2 0.000 0.000 0.000 0.000 0,000 0.000 0.000
14 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
1 1 3 1 0.0001 0.000 0.000 0.000 0.000 0.0001 0.000
Print Time/Date:29/111201612:00 STAAD.Pro V8i(SELECTsedes 5)20.07.10.66 Print Run 1 of 2
7"t- f Job No Sheet No Rev
_ Software licensed to Microsoft Part
Job Title Ref
-.By Dick A` �`� °a}e28-Nov-16 ., cnd
Client He Gate,wind shear#2.std DatelTme 29-Nov-2016 11:59
Beam UC Section Axial Bend-Y u Bend-2 Combined Shear-Y =Shear-Z' Y''x' j� -�F
(Psi) (psi) -' (Psi) (psi) _ (psi) (Psi)_ a . :, ._ ... . �.. ...
10 3 1.000 24.887 -0.014 -1.21E+3 _ 1.23E+3 25.170- 0.000 F _,
1 3 1.000 34.019 0.000 �-930.808 964.827 -12.111 -0.000
1 3 0.000 36.457 -0.000 928.310 964.767. 12.111;. -0.000
10 3 0.917 24.684 -0.012 '-902.511 927.206 22.700 0.000 _ s
1 2 0.000 6.514 -0.000 863.067 869.581 -10.946 t -0.000
1 2 1.000 6.514 0.000 817.266 823.780 10.946 4000
1 3 0.917 34.222 0.000 "-775.882 `" 810.104 -12.111 -0.000 c t
1 3 0.083 36.254 -0.000 -•773.383 - 809.638 12.111 -0.000 �. _• r
1 2 0.083 6.514 -0.000 723.039 729.553 10.946 4000,
1 2 0.917 6.514 0.000 -677.238 683.752 -10.946 -0.000
1 3 0.833 34.425 0.000 -620.955 655.381 -12.111 -0.000
1 3 0.167 36.051 -0.000 618.457 654.508 -12.111 -0.000
10 3 0.833 24.481 -0.009 -627.914 652.404 1 -20.231 0.000
1 2 0.167 6.514 -0.000 583.012 589.525 -10.946 -0.000
1 2 0.833 6.514 0.000 -537.210 543.724 -10.946 -0.000
1 3 0.750 34.628 0.000 -466.029 500.657 12.111 -0.000
1 3 0.250 35.848 -0.000 463.530 499.378 -12.111 -0.000 j
10 3 0.167 22.855 0.008 431.544 454.407 -0.474 0.000
1 2 0.250 6.514 -0.000 442.984 449.498 -10.946 -0.000
12 3 0.500 0.000 0.000 446.107 446.107 0.000 0.000
10 3 0.083 22.652 0.011 421.812 444.474 1.996 0.000
10 3 0.250 23.058 0.006 409.684 432.748 -2.944 0.000
12 2 0.500 0.000 0.000 421.409 421.409 0.000 0.000
10 3 0.750 24.278 -0.007 -384.910 409.194 17.761 0.000
12 3 0.417 0.000 0.000 408.932 408.932 7.334 OMO }
12 3 0.583 0.000 0.000 408.931 408.931 -7.334 0.000 ,
1 2 0.750 6.514 0.000 -397.182 403.696 -10.946 -0.000
10 3 0.000 22.449 0.013 380.488 402.949 4.465 0.000
12 2 0.417 0.000 0.000 386.292 386.292 6.928 0.000
12 2 0.583 0.000 0.000 386.292 386.292 -6.928 0.000
10 3 0.333 23.261 0.004 356.232 379.4,97 -5.413 0.000
11 3 0.500 0.000 0.000 363.284 363.284 -0.000 0.000
1 3 0.667 34.832 0.000 -311.102 345.934 -12.111 -0.000
1 3 0.333 35.645 0.000 308.604 344.248 -12.111 -0.600
11 2 0.500 0.000 0.000 343.171 343+171 0.000 0.000
11 3 0.583 0.000 0.000 333.010 333.010 -6.618 0.000
11 3 0.417 0.000 0.000 333.010 333.010 6.618 0.000
11 2 0.583 0.000 0.000 314.574 314.574 -6.252 0.000 t
11 2 0.417 0.000 0.000 314.573 314.573 6.252 0.000
1 2 0.333 6.514 0.000 302.956 309.470 -10.946 -0.000
12 3 0.667 0.000 0.000 297.405 297.405 -14.667 0.000
12 3 0.333 0.000 0.000 297.405 297.405 14.667 0.000
10 3 0.417 23.465 0.002 271.188 294.654 -7.883 0.000
+ 12 2 0.667 0.000 0.000 280.940 280.940 -13.855 0.000
12 2 0.333 0.000 0.000 280.939 280.939 13.855 0.000
1 2 0.667 6.514 0.000 -257.155 263.669 -10.946 -0.000
Print Time/Date:29111/201612:01 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 17
e � i
Job No Sheet No Rev
Software licensed to Microsoft Part
Job Title Ref
By Dick A Datc-28-Nov-16 Chd
Client File Gate,wind shear#2.std DaterTme 29 Nov-2016 11:59
Node UC Force-X- Force-Y Force-Z MoTent-X Moment-Y Moment-Z
(kip) _(kip) (kip) (kipin) (kip'in) (kip-in)
14 3 0.000 0.800 0.000 0.000 0.000 2.329
14 2 0.000 0.756 0.000, 0.000 0.000 2.200 ,
1 3 0.054 0.571 -0.000 -0.000 -0.000 7.374 "
11 3 0.112 0.551 -0.000 -0.000 0.000 -16.248
1 2 0.049 0.393 -0.000, -0.000 -0.000 7.009
11 2 0.118 0.371 -0.000 4000 0.000 -15.754
11 1 -0.005 0.180 0.000 0.000 0.000 -0.495
1 1 0.005 0.178 0.000 0.000 -0.000 0.366
14 1 0.000 0.044 0.000 0.000 0.000 0.129
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Print Time/Date 29/11/201612:02" STAAD.Pro V8i(SELECTsedes 5)20.07.10.66 Print Run 1 of 1
.s.
Town of Barnstable *Perm
,y� p Expires 6 months om issue date
Regulatory Services Fee
9 163 i; Richard V.Scah,Director
�prFO hAA'I A
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
Map/parcel Number
®6 g Not Valid without Red X-Press Imprint
Property Address�/ � y P<O.v O A L)'e (AP,'C �.�y �✓�/I 1?D Y�\_
❑Residential Value of Work$ (�( Minimum fee of$35.00 for work under$6000.00
Owner's Name&Address (o S toe O.v !}t/
LA J 4 A,1y
Contractor's NameA i K e lie,,y L f; Telephone Number SQ PE,
Home Improvement Contractor License#(if applicable) 1 j 1 h rj Emai1: 7^d oo G
Construction Supervisor's License#(if applicable) Q �'� 'Z
❑Workman's Compensation Insurance
Check one: ® [
[' "Tam a sole proprietor
❑ lain the Homeowner❑ I have Worker's Compensation Insurance NOV 0 8 2016
Insurance Company Name Ti OMAIN OF BARNS TABLE
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
❑ roof(hurricane nailed)(not stripping. Going over. existing layers of roof)
[ Re-side
[i]}Replacement Windows/doors/sliders.U-Value ,3 0 (maximum.32)#of windows
#of doors: Z
❑ 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:
C:\Users\DecollikWppDaW ocalNicrosoft\ i ows\TemporaryIntemetFiles\Content.Oudook\2PIOIDHR\EXPRESS.doc
Revised 040215
r
I
_ The Contnron.realth of.itn.ssachusett.s
Deparnnettt oflndustrial Accidents
s Office of Investigatlolts
600 R ashington.Street
Boston,JL4 02111
wivir.inass.gov./dia
R'orkers' Compensation Insurance Affida-%it: Builders,,'C.-ontractorslElectrici.tu.s.Plutnhers
_applicant Information ^I Please Print Leaihh-
Name-Bustnes -Orzuuz7adcnIndoadual): + v\ aC 2 0�y Z a./�1�
Address: 3 7 =a-
.vim
CitZr'State.;Zip: fW--1 Phone T D
Are you an employer?Check the appropriate box: Type pe of project(required):
1.❑ I am a emplover with 4. ❑ I am a general contractor and I
+ have hired the sub-contractors 6 ❑Newconstntctrou
e lei ee-_(full and'or part-time't.
_. 1 am a sole proprietor or partner- li_•ted on the attached sheet_ Qlemodeliug
ship and have no employees These sub-contractor, hare S. ❑Demolition
'.corking for me in ally capacir_y. employee_and have v.-orl erg' q ❑Building addition
I-No;t:orker;'comp.insurance comp.insurance.-
required.] `- ❑ We are a corporation and its 10.0 Electrical repairs or additions
3.❑ I am a homeowner doir s!all work officers have exercised their 11.0 Plumbing repair_,or additions
myself. No:corers com
p- right of exemption per MGL
� � 1_.❑Roof repair; i
insurance required.] - c. 15'. j 1(4). and,re ha-.-e no
emplo-veer. [No r:orker_• 13.❑Other
comp_insurance required]
•And•applcaet tfia-decks be:=1 niu:t al:e fill Out the sec-ion bekmv-,Lotting_'se r werkeis'compec>anou pour:info_m i(:ou.
Lonleo'm'n2_i 1"Lo:ubm-_[-finis afnd3t'ii in:-atms Thee aTE doinz all won.an.'.Shea Lare out:tde ontr3C'0.i mu-i s0nir 3 rm aff dava iadlc3tm such,
-C-ontracio-s-nat chEc�--tuts l^ox must artacLed aL 3ddjnona_:beet s'1cxv:u'-tLe uaLe of be:if-cmrranois and m-.e wtethe o not those?O;:[_2:ba-ve
emplovee-. tf tLE subs contractor:huvc em-ay.-E?s. must.>TO,id-2 thR),-tTOrkESs'"'MP.pole..'number.
I ant air eurplot•er that is providing nvorkers,cornpeirsation insurance for nit'enlplol'ees. Beloit'is tire polici'and job site
information.
Insurance Company dame
Policy'-or Self-ins.Lic r: Expiration Date:
Job Site Address.- C'itv.State:tip:
Attach a copy-of the~Yorkers'compensation policy declaration page(shondng the polio-number and expiration date).
Failure to secure coverage a,required under Section 25A of MGL c. 1521 can lead to the imp c_-ition of criminal penalties of a
fuse up to S1.540.00 and,-'or one-year imprisonment.as well as civil penalties in the form of a STOP'i;ORli ORDER and a fine
of up to$'_S0.00 a day against the violator. Be advised that a cop•,-of this statement may be forwarded to the Office of
Investigations of the DLa for insurance coverage verification.
I do lrerebv cerrr'fi'if tl 'pains and penalties of peljurt'that the information pro,ided above is true and correct.
Sienature: Date:
00 G L
Official rase onh'. Do riot+rrite in this area,to be completed bt'city or rows official.
City or Town: _ Permit'License 9
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.C:in.+Town Clerk 4.Electrical Inspector =.Plumbing Inspector
6.Other
Contact Person: Phone>r:
6
• urrvsra,s.&MAM
t
059. Town of Barnstable
Regulatory Services
Richard V.Scali,Director
Building Division
Thomas Perry,CBO
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
f
r
C/q 76S ,as Owner of the subject property
hereby authorize _ J?�J AL 6— K —x) Z I to act on my behalf,
in all matters relative to work authorized by this building permit application for:
(Address of Job)
Si afore of O ner Date
d,i7-#,,2yJ
Print Name
If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the
reverse side.
C:\Users\Deco11ik1AppDataV,omllMicrosoft\Windows\Temporary lntemet FileslContentOudook\2P1OlDHR\EXPRESS.doc
Revised 040215
s
. License or registration valid for individul use only
Office of Consumer Affairs&Business Regulation before the expiration date. If found return to:
HOME IMPROVEMENT CONTRACTOR: Office of Consumer Affairs and Business Regulation
Registration 1.,11859 Type:
10 Park Plaza-Suite 5170
> Expiration 2/4/2017 DBA Boston,MA 02116
MICHAEL RENZI CON3TR7CTION
s, f x
MICHAEL RENZI z I
387 PHINNEY'S LN;F1, ;_ g �-5 - .. r
CENTERVILLE,MA 0263z Undersecretary ) Not v %�v 'out signature
i
` Massachusetts Department of Public Safety
Board of Building Regulations and StandardsIT
}
License: CSFA-058266 - y
Construction Supervisor 1 & 2
Family ,
MICHAEL J RENZI
387 PHINNEYS LANE --
CENTERVILLE MA 02632
..tin l/L Ex iration:
Commissioner 01/30/2018 _ _
s� ✓ Vorvinoozuea o�✓�aaaacleuael�$ `
Office of Consumer Affairs&Business Regulation License or registration valid for individul use only
HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to:
Registration:, 111859 Type: Office of Consumer Affairs and Business Regulation
°`' ( 10 Park Plaza-Suite 5170
Expiration: 2/4i2017 DBA
Boston,MA 02116
MICHAEL RENZI�,CONSTJRfiJCTION
MIC.HAEL RENZI� "X �a �
387 PHINNEY'S LN t'
CENTERVILLE, MA 0263,2'' " Undersecretary Not v 1' it}>!out signature
I �
r
Construction Supervisor 1 &2 Family
Restricted to:
Failure to possess a current edition of the Massachusetts
State Building Code is cause for revocation of this license.
DPS Licensing information visit: WWW.MASS.GOV/DPS
�"E The Town of Barnstable
Department of Health, Safety and Environmental Services
Building Division
659. ��� 367 Main Street,Hyannis MA 02601
Office: 508-790-6227 Ralph Crossen
Fax: 508-790-6230 Building Commissioner
Home Occupation Registration
Date:
Name: P0.0 Q e rn P/1
Address: 'Y6 Se Co n a hye— G) , 4 Cc.n m 5 Qo 4- Village: J4 1J Q h n c s
Type of Business: Map/Lot: a� 7 f 20 $
INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home .
occupation within single family dwellings, subject to the provisions of Section 4-1.4 of the Zoning ordinance,
provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or
odor; no visual alteration to the premises which would suggest anything other than a residential use;no increase in
traffic above normal residential volumes;and no increase in air or groundwater pollution.
After registration with the Building Inspector,' a customary home occupation shall be permitted as of right subject
to the following conditions:
• The activity is carried on by the permanent resident of a single family residential dwelling unit,
located within that dwelling unit.
• Such use occupies no more than 400 square feet of space.
• There are no external alterations to the dwelling which are not customary in residential buildings,
and there is no outside evidence of such use.
+ No traffic will be generated in excess of normal residential volumes.
• The use does not involve the production of offensive noise,vibration,smoke,dust or other particular
matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects.
• There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in
excess of normal household quantities.
• Any need for parking generated by such use shall be met on the same lot containing the Customary
Home Occupation,and not within the required front yard.
• There is no exterior storage or display of materials or equipment.
• There is no commercial vehicles related to the Customary Home Occupation,other than one van or
one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and
not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation.
• No sign shall be displayed indicating the Customary Home Occupation.
• If the Customary Home Occupation is listed or advertised as a business,the street address shall not be
included.
• ' No person shall be employed in the Customary Home Occupation who is not a permanent resident of
the dwelling unit.
I,the undersigned,have read and agree with the above restrictions for my home occupation I am registering.
Applicant: Date: 16 > S
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4 90 -- NEW 2X12'a C,J.0 IS"-O,C.
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BOTH SIGNATURES ARE REQUIRED FOR PERMl1'TIN
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M W (Il LOGAOL W MG CODEB AND O NANCF9,IS D GNS MANY NO?BE MEL0 RESPONSI LB E nJ t T BE DEIB2MNED BYOLOL SOIL COND TI IONS AND AOCEpTABLE !4 VERIFYOS ITRIIOTUSR4 ELEl1ENT5 FOR DE9 GSN 191ZE Dom• 1-—mp• '
I-IYANN IS, I i A. FZI FOR SITE CONOI ONO OR FOR THE WE OF TNESE CRNVIN6 p INB CONBTRIICTION. FRACTICE9 OF LONSTR OTION.VERIFl DEBI6N WIM LOCAL ENGNEEA. WIN GOAL EN3INEER AND& DING OFRCIA S. tl0T fi01AtlTAH[E M4 O]bp9 �B�`a��.3
• WING ,
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BEDROOM DINING
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BAN
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I`
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«BEDROOM .
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iB BAN -
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II'-0N" S g'•1114q 8b" 5'-315°- NEW
KITCHEN _
. ` CEA
earl NEW - a6 Your LAYOUT- OO
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" .. W-11141, F'On. 9'-4" '-111!" _
NEW WALLS
-- _
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EXI iNG "� ""`•1 I va�Tm
T ROO .. _ _
A S A BUILDING D E P I DATE
,. {{ 21.
.-_ . —LING
LING LNE
... ..- .................... -
Co� � FIl2 `b'uPARTMENT DATE
BOTH SIGNATURES ARE REQUIRED FOR PERMITTING
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I ,
BUILDER JOB ADDRESS o- DESIGN - /////f /f /�/f M t DATE REVISION DRAWN BY tPAGE SCALE
GATE RESIDENCE RENOVATION Www'NJU7r-7/®0-D�E,016 5,C0 0 1_20-16 • JIB »10F 114"4-0" �B D).slgng
46 SECOND AVE. {L (IJ P RCNA.9E OF DRAWNG9 LEAVES PYRCNA9ER RESPONSIBLE FOG COMPLIANCE-ALL W EXACT SIZE AND RENFORCEMENT O ALL CONCRETE FOOTINGS 9 ALL FDOTNG9 9NALL EMEND BEA FR09TLINE VERIFY DEPTN.
~ LOCAL&IILDNG CODEB AND ORDINANCES,M DESIGNS MAY NOT BE-RESPONSIBLE M19T BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4)VERIFY STRSCTIIRAL ELEMENTS FOR DESIGN 4 912E P,A B0.Y mg '
W 1v ANN IS( I I TyT A• "" z I FCR SITE CONDITON9 OR T R THE WE OF TNESE DRAINNG9 WRING CONSi CTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WRN LOCAL ENGINEER. U N LOCAL ENGNEER AND EULLDNG-CW9 �BJ•Q.�.�.�. IfBT 6AIiµSTAB1E HA bXOB'
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I F-1\ BUILDING D
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NOV 0 9 2010
TOWN'OF BARiuS IABLE
FROF'05EID FLOOR PLAN-
BUILIDER JOB ADDRESS DESIGN Dom= REVISION DRAWN BY PAGE SCALE
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t �R//RY// \� \�.,/V/ ` 7—T R ; W (1) PURCHASE OF DRAWINGS LEAVES PURCHASER RE6PONSIBLE FOR COMPLIANCE WITH ALL (2) EXACT SIZE AND REINFORCEMENT OF ALL GOUCR'-TE FOOTINGS (3) ALL F007ING5 SHALL EXTEND BELOW FROSTLINE VERIFY DEPTH.
ar LOCAL BUILDING CODES AND ORDINANCEF), JB DESIGNS MAY NOT BE HELD RESPONSIBLE MUST B;E DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4) VERIFY STRUCTURAL ELEMENTS FOR DESIGN 4 SIZE P,O, BOX 295
1"f l A 1 �41 �i(S1 MA. FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURINGx CONSTRUCTION. PRACTICES OF CONSTRUCTION. VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER? AND BUILDING OFFICIALS. WEST B,4RN5T,4BLE MA. 02669 (5OB� 494-9534