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' $ Town of Barnstable BuiRdi g
Post This Card So That it is Visible From the Street-Approved'Plans+Must be Retained on-Job b and this Card 1Must be Kept
Huss
Posted Until Final Inspection Has Been Made. P��'mIlt
►Nc+' Where a Certificate of Occupancy is Required,such Building shall Not'be Occupied until aTinal Inspection has been made. �L
Permit No. B-20-1948 Applicant Name: Danny Desousa Approvals
Date Issued: 08/13/2020 Current Use: Structure
Permit Type: Building-Addition/Alteration-Residential Expiration Date: 02/13/2021 Foundation:
Location: 3676 MAIN ST./RTE 6A(BARN.),BARNSTABLE Map/Lot: 317-022 Zoning District: SPLIT Sheathing:
Owner on Record: HANDY, EDWARD 0 III&SETH H TRS Contractor Name: Framing: 1
Address: PO BOX 403 Contractor License: 2
BARNSTABLE,MA 02630 Est. Project Cost: $7,838.00 Chimney:
Permit Fee: $89.97
Description: Sweep 2 fireplaces,install 2 dampers, install 1 stainless steel
lace liner,seal lead flashing. Insulation:
fireplace g• Fee Paidff� $89.97
Project Review Req: Date 8/13/2020 Final:
Plumbing/Gas
Rough Plumbing:
This permit shall be deemed abandoned and invalid unless the work authorized by this permit is comrnenced within six months after issuance. Final Plumbing:
All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted.
All construction,alterations and changes of use of any building and st Iuctures shall be in compliance with the local zoning by-laws and codes. Rough Gas:
This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the
work until the completion of the same. Final Gas:
The Certificate of occupancy will not be issued until all applicable signatures by the Building-and-Fire-Officials are provided on this permit. Electrical
Minimum of Five Call Inspections Required for All Construction Work:
1.Foundation or Footing
Service:
2.Sheathing Inspection
3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Rough:
4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection
5.Prior to Covering Structural Members(Frame Inspection) Final:
6.Insulation Low Voltage Rough:
7.Final Inspection before Occupancy
Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final:
Work shall not proceed until the Inspector has approved the various stages of construction. Health
"Perso contracting with unregistered contractors do not have access to the guaranty fund" (asset forth in MGL C.142A). Final:
Building plans are to be available on site Fire Department
All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final:
-
Town of Barnstable *Permit#
4g�' 0 Expires 6 monthslrom issue dale
d Regulatory Services Fee
• BAMSfABIA
tHAas.t639. Richard V.Scali,Director
�0
Building Division PERRI
Tom Perry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 FEB 2 6?016
www.town.bamstable.ma.us ®WN ®�W
Office: 508-862-4038 6Jj3o
EXPRESS PERMIT APPLICATION RESIDENTIAL ONLY
Not Valid without Red X--Press Imprint
Map/parcel Number .�t 1 � (��Z
Property Address �o (,A iY\� ,ma c Ba4 nn
.Residential Value of Work$ pp� Minimum fee of$35.00 for work under$6000.00
Owner's Name&Address
Contractor's Name �� ,- (� , �i pr -CAS. T_;V<_ , Telephone Number S' 2,a'2 3 rC 2
Home Improvement Contractor License#(if applicable) 13 cj /h 9 Email:
Construction Supervisor's License#(if applicable) L Od j 3 f
Workman's Compensation Insurance
Check one:
❑ I am a sole proprietor
❑ I am the Homeowner
&I have Worker's Compensation Insurance
Insurance Company Name M Lpt ems--►C, t-
Workman's Comp.Policy# W C_V Q
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)
RRe-side Qov
❑ Replacement Windows/doors/sliders.U-Value (maximum.32)#of windows
#of doors:
❑ 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
r qu'red.
SIGNATURE:
C:\Users\Decollik\AppData\Localmerosoft\Windows\Temporary Internet Files\Content.Outlook\2PIOIDHRW-XPRESS.doc l'
Revised 040215
It-Massachusetts -Departrnect of:public Safety/
Construction Supervisor Specialty ;
f.icemse; CSSL-100134�
ROBERT H.CHAMB r , s
102 WHi1FFLETREE AVE _
Brewster MA 02631 - ,
+ti
,u+' Expiration
03/16/2016
Commissioner
�,,� �p x � •ate.. ,�. _,.:,n-,�.w�„� .tcwtca aciselt .
0lfice of Consumer Affairs&Business Regulation License or registration valid for individul use only , 1
OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to:
egistration: 134169 Type: #: Office of Consumer Affairs and Business Regulation
Expiration 10s4/2047_ Private Corporate{: 10 Park Plaza-Suite 5170
== f = Boston,MA 02116
ROBERT H. CHAMBERS;INC. =~
ROBERT CHAMBERS fi �✓
A 102 WHIFFLETREE AVE
BREWSTER,MA 02631D/9
Undersecretary }> Not valid without signature
tix
y
* BARNSfABLE, t
,0�' Town of Barnstable
A
SOMA+ 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 a
Complete and Sign This Section-
If Using A Builder
as Owner of the subject property
hereby authorize to act on my behalf,
in all matters relative to work authorized by this building permit application for:
(Address of Job)
' .th.rti!�''"`. CL6t\V��' •CrNuy'C
2,4
Signature of Owner. " ! Date
Print Name ,
H Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the
reverse side.
C:\Users\DecoU,k\AppData\Local\Microsoft\Windows\Temporary Intemet Files\Content.Outlook\2PIOIDHR\EXPRESS.doe
Revised 040215
The Commonwealth ofAfassac*usefts
DepaYfinent of.�ie�'ustriaZ�lcr;.r'de>dtts
Offl e ofp"estigufiorts
600 W?ashingtnjt Sheet
Boston,MA 02111
www mass gop/d�a
Workers' Compensation Insurance Affidavit:BmTders/Contract:nrs/gIectricians/Piumbers
Applicant Information �I Please Print Legib
Name(Busm�nirahon&&viauaD: �—
Address: !
a Ct t/fit 0 9� Phone #. 5' � �o �Yf-
Are you an employer?Check the appropriate box,: Type of project(required):
1.l -1 am a employer with � 4. ❑ I am a general contractor and I
employees(frill and/or time).* have hired the sub-contractors 6. El New construction
2.ElI am a sole proprietor or partner- listed on the attached sheet. 7. []Remodeling
ship andhave no employees These sub-cogs have g_ ❑Deolition
w for me in any capacity- employees and have workers' 9. ❑Building addition
[No workers' comp.insurance CO1 p.insurance t
req*e&) 5. ❑ We are a corporation and its 10. Electrical repairs or additions
f 3131 am a homeow=doing all work officers have cKercmd them 11.❑Plumbing repairs or additions
i myself{No grorkers'comp_ right of exemption per MGL 12 Roof airs
insurance required.]t c.152,§1(4),and we have no ❑
employees_[No worker' 13.❑Other
comp.ins= ce requii d j
`may applicant that dhecks box#1 must also fM out the section below showing their workms'mmp=ssb=pohcgmb=a fton.
Hnmmwt�s who mbmit this affidavit inducting t1Y are doing all work and then hi-wu de contractors must submit a new affidavit indicating snit.
#Contractors that chc�k this box must attached as additional sib showing the naae of the sub-contractors and Safe whdhw or not those entmes have
employees. If ft sul-ooubactm have employees,they mast provide their workeas'coin.policy number.
lam an emprayer that is providing wodwm'compensation hour ice for niy emptoye= Below is the policy crud job site
Mftnnadom
Insurance Company Name_ Ailaf4lc'
`$Policy#or Self ins.Lic.#/: (90&�C ( Expiration Date:
—JJP7
rob Site Address:_ ?>(.Jan(a City/statdTip: 8Q(A 419f6 j e—
Utach a copy of the workers'cumpensation policy declaration page(showing the policy number and expiration date).
4aflure to secure-coverage as regrrired mrdx Section 25A ofMGL C.152 can lead to the won of crimiiial penal ies of a'
ine up to S 1,590.00 and/or one-yam io4xdsomment,as well as civil'penalties in the farm of a STOP WORK ORDBR and a fine
if up to M0.00 a day against the violator Be advised that a copy of this statement may be forwarded to the Office of
avestigadons of the DIA for insurance coverage verification.
'do hereby P P ofPerj3'tFiat dee WorvuWanprow&d above is true and correct
Date: C-�J_41,
hone
Of xdd use only. Do not wrae in this area to be caa:Pleted by ettp or town offzciaz
City or Town Permit ice ase#
L tg Authority(MTle one).
1.Board of H,es th 2.Rudd gDement 3.CayfPown Clerk 4 Ele'*IMl TuspecEor a.Plumbing BM
PCCtDr
C Other y,
Contact Person: PllBne ir:
Atlantic Charter Insurance Company VDAC
NCCI Co. No. 29211 Policy Number WCV00609511
1. INSURED: Prior Policy Number WCV00509610
Robert Chambers, Inc. Producer.
102 Whiffletree Avenue Kerry Insurance Agency, Inc.
Brewster, MA 02631 PO Box 1945
North Eastham, MA 02651
Federal ID Number 043501155
Business Type: Corporation Risk Id Number:
SIC 9999-NONCLASSIFIABLE ESTABLISHMENT$
Other Named Insured; Other Work Places
2. POLICY PERIOD: The Policy Period Is From: 01/29/2018 To 01/29/2017 12:01 A.M. Standard Time
at The Insured Mailing Address
3. COVERAGES:
A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states
listed here:MA
B. Employers Liability Insurance: Part Two of the policy applies to work In each state listed in item 3A.The limits of our
liability under Part Two are:
Bodily Injury by Accident $ 100,000 each accident
Bodily Injury by Disease $ 500,000 policy limit
Bodily Injury by Disease $ 100,000 each employee
C. Other States Insured;Part Three of the policy applies to the states, if any, listed here
COVERAGE REPLACED BY ENDORSEMENT WC 20 03 0$13
D. This policy includes these endorsements and schedules:
See WCE105
4. COVERAGE'S! The premium for thie policy w1d be determined by our Manual of Rules, Classifications, Rates B Rating Plans All information required below is subject to verification and change by audit
Code Premium 13"is Total Rate Per Estimated
Ciasslfications No, Esttrnated Annual $100 of Annual
Remuneration Remuneration Premium
See We 00 00 01
F
emium: Deposit Premium:
$6.914stment; Annually
Total Estimated Premium
Surcharge(s)
Servicing office: - •25 New Chardon Street Total Premium and Surcharge(s)
Boston, MA 02114-4721
Issue Date 01/16/2016 Countersigned By: �� Date
opy4ght 190 National Council on Companzation Insurance
F6Arr MOWN,
r
TOWN OF BARNSTABLE BUILDING.PERMIT APPLICATION
.J
Map S 17 Parcel o 7,�7_ Application # l
Health Division Date Issued ..�2.Y� /�rn
Conservation Division Application Fee
Planning Dept. Permit.Fee
Date Definitive Plan Approved by Planning Board
Historic - OKH _ Preservation/ Hyannis led,
Project Street Address 6 7 G nn, 1 n 5 t t/- #Lt) /}-
'Village tit 5`60- b, I e +
Owner w4:�L 24 Y4,c nd p/ T-91 Address 7 G I'l o.
Telephone Sa W -
Permit Request i9e YX in v e _t Lo o I;a ktS .4 reg l 4 e e
Square feet: 1 st floor: existing A/A proposed 2nd floor: existing proposed 8 Total new
Zoning District A F f Z Flood Plain K(o Groundwater Overlay
Project Valuation i , coo Construction Type I'®vl yen-( ; o h q I
Lot Size /•`76 Ae-, Grandfathered: ❑Yes U1No If yes, attach supporting documentation.
Dwelling Type: Single Family Two Family ❑ Multi-Family(# units)
Age of Existing Structure /oa A5 Historic House: ❑Yes ❑ No On Old King's Highway: 9Yes ❑ No
Basement Type: ❑ Full ❑ Crawl ❑Walkout d-Other CgcL-0 ' / i v/(
Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft)
Number of Baths: Full: existing new ��40Half: existing / new _
Number of Bedrooms: .� existing 0ne� •EfjO� O T
A
Total Room Count (not including baths): existing n(5 A:�7, First Floor Room Count
Heat Type and Fuel: 9"Gas ❑ Oil ❑ Electric ❑ Other
°•Tq
Central Air: ❑Yes dNo Fireplaces: Existing `1-- New �<,Existing wood/coal stove: ❑Yes 9"No
Detached garage: ❑ existing ❑ new size_Pool:❑ existing ❑ new size _ Barn: U(xisting ❑ new size 94 Y
Attached garage: ❑ existing ❑ new size _Shed: a existing ❑ new size J'20 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 go b tj:z� ✓r P15 k-/ Telephone Number (f �o�- �3 7 r
Address l Z g r Qx 1�cz K.4 9�df) License # e S — 6 6 9�0 53�
c t-114- o-2-(e YS` Home Improvement Contractor# / 73 6y5
Email r l o v i n:z k,�1 10 Co✓n ea 5't s, e� Worker's Compensation # i1//
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO -D o vi-t Z2
SIGNATURE DATE
I
f .1
ppp-
FOR OFFICIAL USE ONLY
APPLICATION #
DATE ISSUED
MAP/PARCEL NO.
L
ADDRESS VILLAGE
OWNER
L
DATE OF INSPECTION:
i - FOUNDATION
r FRAME
INSULATION
t
FIREPLACE
ELECTRICAL: ROUGH FINAL
S
` PLUMBING: ROUGH FINAL
GAS: - ROUGH FINAL
FINAL BUILDING
DATE CLOSED OUT
,' ASSOCIATION PLAN NO.
""non
Q�� OCLCIZC/.de
i Mee of ConsumerAffa►rs&:Business Regulation
r ME,IMPROVEMENT CONTRACTOR
egst[ation: 1736.05 Type:
i -ate
xplratlon 10/18/2016 Individual
_ ROBERT LOVINSKYY;`� � _
R•
t7
OB -
ERT LOVINSKY
d
1241 ORLEANS_RD
I `
HARWICHy MA 02645
Undersecretary
i
Massachusetts -Department of Public Safety
Board of Building Regulations an_ d Standards
Construction Supenisor 1 & 2 Family
License: CSFA-068053
ROBERT P LOVIDN
Y t4a
1241 ORLEANS BD
Harwich MA 02Q5
Expiration
Commissioner 09/12/2016
l
i
4
IN
License or registration valid for.mdividul use only
before the expiration.date. If found return to:
Office'of Consumer.Affairs and'Business Regulation
10 Park Plaza-Suite 5170
Boston,MA 02116
i
Not valid without signature
Restricted-One-and two-family dwellings or any ,
accessory building thereto, irrespective of size.
Failure to possess a current edition of the Massachusetts
State Building Code is cause for revocation of this license.
For DPS Licensing information visit: www.Mass.Gov/DPS
A, C Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for ComP' liance (7s0 CMR 5301.2.1.1)1
Q Check
Compliance
1.1 SCOPE /
WindSpeed(3-sec.gust)...................................................................................................................110 mph +/
WindExposure Category................................................................................................................................B e�
1.2 APPLICABILITY
Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) `stories _<2 stories l/
Roof Pitch ..........................................................................(Fig 2) ..........................................V <_12:12 ✓
MeanRoof Height ..............................................................(Fig 2)................................................?2-ft 5 33'
Building Width,W ..............................................................(Fig 3)............................................... _ft <_80,
Building Length, L ..............................................................(Fig 3)................................................_ft <_80' 1VA
Building Aspect Ratio(L/W) ......... .....................................(Fig 4)................................................ 5 3:1
Nominal Height of Tallest Opening2 ...................................(Fig 4)...............................................�5 6'8" ✓
1.3 FRAMING CONNECTIONS
General compliance with framing connections....................(Table 2)................................................................
2.1 FOUNDATION
Foundation Walls meeting requirements of 780 CMR 5404.1 .
Concrete..............................................................................................................................
ll
ConcreteMasonry....................................................................................................................................
2.2 ANCHORAGE TO FOUNDATION'.3
5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only
Bolt Spacing—general ................................. ........(Table 4)............................................... in.
AM
Bolt Spacing from end/joint of plate ............................(Fig 5).................................... in.<_6"—12"
Bolt Embedment—concrete........................................(Fig 5)................................................. in.>7"
Bolt Embedment—masonry........................................(Fig 5)........................................... in.>_ 15"
PlateWasher...............................................................(Fig 5)..............................................>_3"x 3"x
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
Maximum Cantilevered Floor Joists
Supporting Loadbearing Walls or Shearwall................(Fig 8)................................................... ft <_d
FloorBracing at Endwalls...................................................(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 <_10,
Non-Loadbearing walls................................................(Fig 10 and Table 5)..........................._ft <_20'
Wall Stud Spacing ........................................................(Fig 10 and Table 5)..................._in.<24"o.c.
WallStory Offsets ........................................................(Figs 7&8)...........................................—ft 5 d
4.2 EXTERIOR WALLS3
Wood Studs `
Loadbearing walls........................................................(fable 5).............:................2x eI -'ft in. t!
Non-Loadbearing walls................................................(fable 5)..............................2x_:� - �V ft loin.
Gable End Wall Bracing'
Full Height Endwall Studs............................................(Fig 10)..................................................................
WSP Attic Floor Length...............................................(Fig 11).............................................. ft>_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)..........................................................�v ✓(
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance (780 CMx 5301.2.1.1)1
Loadbearing Wall Connections ✓'
Lateral(no.of 16d common nails)...............................(Tables 7)...................................................... Z
Non-Loadbearing Wall Connections
Lateral(no.of 16d common nails)...............................(fable 8)........................................................ <. !✓
Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) _/
Header Spans ........................................................(Table 9)..................................—ft—in.5 11' N A
Sill Plate Spans ........................................................(Table 9).................................._ft_in.:5 11'
Full Height Studs (no.of studs)...................................(Table 9)........................................................
— A
Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
Header Spans.............................................................(Table 9).................................. Z ft 6 in.5 12' ci
Sill Plate Spans...........................................................(Table 9).................................._ft_in. <_12"
Full Height Studs(no. of studs)...................................(Table 9)........................................................_3 ✓
Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4
Minimum Building Dimension,W 1�
Nominal Height of Tallest OpeningZ ........................................................................../�d'/ :56'8"
SheathingType.............................................(note 4)......................................................IL24_
Edge Nail Spacing.........................................(Table 10 or note 4 if less).......................J�-in. ✓
Field Nail Spacing.........................................(Table 10)................................................. )y in.
Shear Connection(no.of 16d common nails)(Table 10).......................................................
Percent Full-Height Sheathing.......................(fable 10)....................................................I °o :✓
5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).....................
Maximum Building Dimension, L
Nominal Height of Tallest Opening2.........................................................................—<_6'8"
SheathingType.............................................(note 4)...................................................... w�D
Edge Nail Spacing.........................................(fable 11 or note 4 if less).......................�i ./
Field Nail Spacing.........................................(Table 11)................................................. in.
Shear Connection(no.of 16d common nails)(Table 11)........................................................�� ✓j
Percent Full-Height Sheathing.......................(Table 11).....................................................L% c i
5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).....................
Wall Cladding
Ratedfor Wind Speed?..............................................................................................................................
5.1 ROOFS ✓
Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website)
Roof Overhang ...................................................(Figure 19).............4.�- ft:5 smaller of 2'or U3
Truss or Rafter Connections at Loadbearing Walls
Proprietary PCftnnectors..................................(fable 12)............................................U= f lD plf
Lateral.............................................(Table 12).............................................L=Llk plf ;✓
Shear..............................................(Table 12).............................................S= 7�7 plf ✓
Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T=-Y-Z plf �✓
Gable Rake Outlooker.........................................(Figure 20)............. 0 ft:5 smaller of 2'or U2 .✓
Truss or Rafter Connections at Non-Loadbearing Walls
Proprietary Connectors
Uplift................................................(fable 14)............................................U= lb.
Lateral(no.of 16d common nails)...(fable 14).......................................L= lb.
Roof Sheathing Type...... ............................................(per 780 CMR Chapters 58 and 59) .......ul.S A
Roof Sheathing Thickness........................................... ..............................................!12,-in.>_7/16"WSP
Roof Sheathing Fastening...........................................(Table 2)..........................................................trD
Notes:
1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of
780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not
required per the WFCM 110 mph Guide:
a. Steel Straps per Figure 5
b. 20 Gage Straps per Figure 11
c. Uplift Straps per Figure 14
d. All Straps per Figure 17
e. Corner Stud Hold Downs per Figure 18a and Figure 18b
2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing
requirements shown in Tables 10 and 11.
3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade.
Boise Cascade Single 1-1/2"x 5-1/2" VERSA-LAM®2.0 3100 SP Rafter1R01
Dry 12 spans I No cantilevers,j 9/12 slope March 28,2016 10:16:50
BC CALCO Design Report 12 OCS I Non-Repetitive
Build 4516 File Name: 3676 Rte 6A, Barnstable
Job Name: Rob Lovinski-3676 Route 6A Description:Designs\R01
Address: 3676 Route 6A Specifier:
City,State,Zip:Barnstable, Ma Designer. Daniel croteau, PE
Customer: Company: Moran Engineering Assoc., LLC
Code reports: ESR-1040 Misc: New Window Dormers To replace Sky-Light Windows
12
I
05-07-08 09.04-08
BO B1 B2
Total Horizontal Product Length=15-00-00
Reaction Summary(Down/Uplift) (ibs)
Bearing Live Dead Snow Wind Roof Live
BO,2-1/2" 0/46
131, 3-1/2" 602/0
B2,2-1/2" 282/0
Live Dead Snow Wind Roof Live ocs
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Roof Unf. Lin.(Ib/ft) L 03-00-00 12-09-10 50 0 n/a
2 Wall(converted) Conc. Pt.(Ibs) L 09-06-00 09-06-00 228 0 n/a
3 Wall Face Conc. Pt.(Ibs) L 12-09-10 12-09-10 120 0 n/a
Controls Summary Value %Allowable Duration case Location
Pos. Moment 712 ft-Ibs 37.1% 90% 0 10-01-05
Neg. Moment -667 ft-Ibs 34.8% 90% 0 05-07-08
Neg. Moment -667 ft-Ibs 34.8% 90% 0 05-07=08
End Shear 256 Ibs 18.2% 90% 0 14-09-08
Cont. Shear 443 Ibs 31.4% 90% 0 05-09-04
Uplift -58lbs n/a 1250/6 6 00-00-00
Total Load Defl. U330(0.42") 54.50/6 n/a 6 10-07-04
Live Load Defl. U999(0.064") n/a n/a 12 10-08-11
Total Neg. Defl. U999(-0.077") n/a n/a 6 03-03-15
Max Defl. 0.42" 42% n/a 6 10-07-N
Span/Depth 20.1 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L x W) Value Support Member material ZvA OFMgs
BO Wall/Plate 2-1/2"x 1-1/2" 58 Ibs n/a 2% Unspecified ��` sqc
B1 Beam 3-1/2"x 1-1/2" 694 Ibs 31.1% 17.6% Spruce Pine Fir o�' DAPt1EL sGN
P.
B2 Wall/Plate 2-1/2"x 1-1/2" 329 Ibs n/a 11.7% Unspecified og CROTEAU
CIVIL
Slope andl Cut Length Slope Fascia Depth Hors.Length Product Length o No.46253 4Ct
Plumb Cut with Hanger to dbl.top plate 9/12 6-7/8" 15-00-00 19-01-02
SS �C,G
Cautions
.Uplift of-58 Ibs found at span 1 -Left.
Notes
Page 1 of 2
Boise Cascade Single 1-1/2" x 5-1/2" VERSA-LAM®2.0 3100 SP Rafter1R01
Dry 12 spans I No cantilevers j 9/12 slope March 28,2016 10:16:50
BC CALL®Design Report 12 OCS I Non-Repetitive
Build 4516 File Name: 3676 Rte 6A, Barnstable
Job Name: Rob Lovinski-3676 Route 6A Description:Designs\R01
Address: 3676 Route 6A Specifier:
City,State,Zip:Barnstable, Ma Designer: Daniel croteau,PE
Customer. Company: Moran Engineering Assoc., LLC
Code reports: ESR-1040 Misc: New Window Dormers To replace Sky-Light Windows
Design meets Code minimum(L/180)Total load deflection criteria. Disclosure
Design meets Code minimum(L/240)Live load deflection criteria. Completeness and accuracy of input must
Design meets arbitrary(1")Maximum total load deflection criteria. be verified by anyone who would rely on
Calculations assume Member is Fully Braced. output as evidence of suitability for
Design based on Dry Service Condition. on bu lding cod�ccepted des gn based
Deflections less than 1/8"were ignored in the results. properties and analysis methods.
Installation of Boise Cascade engineered
wood products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Guide
or ask questions,please call
(800)232-0788 before installation.
BC CALCO,BC FRAMER®,AJSTm,
ALLJOIST®,BC RIM BOARD-,BCI®,
BOISE GLULAM rm,SIMPLE FRAMING
SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
fW%BolseCascade Single 1-1/2" x 5-1/2" VERSA-LAM®2.0 3100 SP Rafter1R01
WW Dry 12 spans I No cantilevers 19/12 slope March 28,2016 10:16:50
BC CALLA Design Report 12 OCS ( Non-Repetitive
Build 4516 File Name: 3676 Rte 6A, Bamstable
Job Name: Rob Lovinski-3676 Route 6A Description:Designs\R01
Address: 3676 Route 6A Specifier:
City, State,Zip:Barnstable,Ma Designer: Daniel croteau, PE
Customer: Company: Moran Engineering Assoc., LLC
Code reports: ESR-1040 Misc: New Window Dormers To replace Sky-Light Windows
12
1 1 t i I I I
� � �,q i' ir--k2' ",:_v' , -r ?= X i�'�,a � * 1 !l_0.
s rump * cgs � � f �
05-07-08 09-04-08
BO S1 B2
Total Horizontal Product Length=15-00-00
Reaction Summary(Down/Uplift) (ibs)
Bearing Live Dead Snow Wind Roof Live
BO,2-1/2" 0/46
B1,3-1/2" 602/0
B2,2-1/2" 282/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Roof Unf.Lin.(Ib/ft) L 03-00-00 12-09-10 50 0 n/a
2 Wall(converted) Conc. Pt.(Ibs) L 09-06-00 09-06-00 228 0 n/a
3 Wall Face Conc.Pt.(Ibs) L 12-09-10 12-09-10 120 0 n/a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 712 ft-Ibs 37.1% 90% 0 10-01-0-5
Neg. Moment -667 ft-Ibs 34.8% 90% 0 05-07-08
Neg. Moment -667 ft-Ibs 34.8% 90% 0 05-07=08
End Shear 256 Ibs 18.2% 90% 0 14-09-08
Cont. Shear 443 Ibs 31.4% 90% 0 05-09-04
Uplift -58lbs n/a 1250/6 6 00-00-00
Total Load Defl. U330(0.42") 54.5% n/a 6 10-07-04
Live Load Defl. U999(0.064") n/a n/a 12 10-08-11
Total Neg. Defl. U999(-0.077") n/a n/a 6 03-03-15
Max Defl. 0.42" 42% n/a 6 10-07-04
Span/Depth 20.1 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim (L x W) Value Support Member Material ZH OF ANS
BO Wall/Plate 2-1/2"x 1-1/2" 58 Ibs n/a 2% Unspecified ' sqo
B1 Beam 3-1/2"x 1-112" 694 Ibs 31.1% 17.6% Spruce Pine Fir o2 DAP. y�N
B2 Wall/Plate 2-1/2"x 1-1/2" 329 lbs n/a 11.7% Unspecified o� CROTEAU �+
CIVIL u'
Slope and Cut Length slope Fascia Depth Hors.Length Product Length No. 46253
Plumb Cut with Hanger to dbl.top plate 9/12 6-7/8" 15-00-00 19-01-02 Fo/S
s'S EC,G
Cautions
Uplift of-58 Ibs found at span 1 -Left.
Notes
Page 1 of 2
Boise Cascade Single 1-1/2" x 5-1/2" VERSA-LAM® 2.0 3100 SP RafteAR01
Dry 12 spans I No cantilevers i 9/12 slope March 28,2016 10:16:50
BC CALCO Design Report 12 OCS I Non-Repetitive
Build 4516 File Name: 3676 Rte 6A,Barnstable
Job Name: Rob Lovinski-3676 Route 6A Description: Designs\R01
Address: 3676 Route 6A Specifier:
City,State,Zip:Barnstable,Ma Designer: Daniel croteau,PE
Customer. Company: Moran Engineering Assoc., LLC
Code reports: ESR-1040 Misc: New Window Dormers To replace Sky-Light Windows
Design meets Code minimum(L/180)Total load deflection criteria. Disclosure
Design meets Code minimum(L/240)Live load deflection criteria. Completeness and accuracy of input must
Design meets arbitrary(1")Maximum total load deflection criteria. be verified by anyone who would rely on
Calculations assume Member is Fully Braced. output as evidence of suitability for
Design based on D Service Condition. Particular application.Output here based
9 ►Y on building code-accepted design
Deflections less than 1/8"were ignored in the results. properties and analysis methods.
Installation of Boise Cascade engineered
wood products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Guide
or ask questions,please call
(800)232-0788 before installation.
BC CALC®,BC FRAMER®,AJSTm.
ALLJOISTV,BC RIM BOARD-,BCI®,
BOISE GLULAMTm,SIMPLE FRAMING
SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
VERSA-STRAND®,VERSA-STUD@ are
trademarks of Boise Cascade Wood
Products L.L.C.
w Boise Cascade Single 1-1/2" x 5-1/2" VERSA-LAM®2.0 3100 SP RafteAR01
W Dry 12 spans(No cantilevers,1 9/12 slope March 28,2016 10:16:50
BC CALL®Design Report 12 OCS I Non-Repetitive
Build 4516 File Name: 3676 Rte 6A, Barnstable
Job Name: Rob Lovinski-3676 Route 6A Description:Designs\R01
Address: 3676 Route 6A Specifier:
City, State,Zip:Barnstable,Ma Designer: Daniel croteau, PE
Customer: Company: Moran Engineering Assoc., LLC
Code reports: ESR-1040 Misc: New Window Dormers To replace Sky-Light Windows
12
me'-'
�z
05-07-08 09-04-08
BO B1 62
Total Horizontal Product Length=15-00-00
Reaction Summary(Down/Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
BO,2-1/2" , 0/46
61,3-1/2- 602/0
B2,2-1/2" 282/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Roof Unf.Lin.(lb/ft) L 03-00-00 12-09-10 50 0 n/a
2 Wall(converted) Conc. Pt.(Ibs) L 09-06-00 09-06-00 228 0 n/a
3 Wall Face Conc. Pt.(Ibs) L 12-09-10 12-09-10 120 0 n/a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 712 ft-Ibs 37.1% 90% 0 10-01-05
Neg. Moment -667 ft-Ibs 34.8% 90% 0 05-07-08
Neg. Moment -667 ft-Ibs 34.8% 90% 0 05-07=08
End Shear 256 Ibs 18.2% 90% 0 14-09-08
Cont.Shear 443 Ibs 31.4% 90% 0 05-09-04
Uplift -58lbs n/a 125% 6 00-00-00
Total Load Defl. U330(0.42") 54.5% n/a 6 10-07-04
Live Load Defl. U999(0.064") n/a n/a 12 10-08-11
Total Neg. Defl. U999(-0.077") n/a n/a 6 03-03-15
Max Defl. ' 0.42" 42% n/a 6 10-07-04
Span/Depth 20.1 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L x W) Value Support Member Material IH OF&4
BO Wall/Plate 2-1/2"x 1-1/2" 58 Ibs n/a 2% Unspecified sqc
B1 Beam 3-1/2"x 1-1/2" 694 Ibs 31.1% 17.6% Spruce Pine Fir o� DANIELP.
yGN
B2 Wall/Plate 2-1/2"x 1-1/2 329 Ibs n/a 11.7% Unspecified 0 CROTEAU �.
CIVIL u'
Slope and Cut Length Slope Fascia Depth Horiz.Length Product Length No.46253
Plumb Cut with Hanger to dbl.top plate 9/12 6-7/8" 15-00-00 19-01-02
Cautions —
Uplift of-58 Ibs found at span 1 -Left.
Notes
Page 1 of 2
i
i
Boise Cascade Single 1-1/2" x 5-1/2" VERSA-LAM®2.0 3100 SP Rafter11101
Dry 12 spans I No cantilevers'9/12 slope March 28,2016 10:16:50
BC CALC®Design Report 12 OCS I Non-Repetitive
Build 4516 File Name: 3676 Rte 6A,Bamstable
Job Name: Rob Lovinski-3676 Route 6A Description:Designs\R01
Address: 3676 Route 6A Specifier:
City,State,Zip:Barnstable,Ma Designer: Daniel croteau, PE
Customer: Company: Moran Engineering Assoc., LLC
Code reports: ESR-1040 Misc: New Window Dormers To replace Sky-Light Windows
Design meets Code minimum(U180)Total load deflection criteria. Disclosure
Design meets Code minimum(U240)Live load deflection criteria. Completeness and accuracy of input must
Design meets arbitrary(1")Maximum total load deflection criteria. be verified by anyone who would rely on
Calculations assume Member is Fully Braced. output as evidence of suitability for
Design based on Dry Service Condition. on buildinrticular g application.Output based
Deflections less than 1/8"were ignored in the results. properties and analysis methods.
Installation of Boise Cascade engineered
wood products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Guide
or ask questions,please call
(800)232-0788 before installation.
BC CALCO,BC FRAMERS,AJS-,
ALUOISTV,BC RIM BOARDTm,BCI®,
BOISE GLULAMTm,SIMPLE FRAMING
SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
wry Town of Barnstable
o�
Regulatory Services -
F F
M Richard P.Sc4 Direct=
Building Division
Tom Perry,$mldiad Corgi-rioner
200 Ma a Street,Hymnds,MA 02601
www.town-b armstable-na_us
Office: 508-862-4038 Fax: 508-790-6230
Property Owner Must
Complete an Sign This Section
If Usirig A Builder
I, 4 cJ wa rA 0, 86 n dl y ,as Owner of the subject property
hereby authorize 6�®b e get L o v i n s /<,� to act on my behalf,
in all matters relative to work authorized byrhis building permit application for.
3(v �� . �cc i K �-C�( ce•-F .�o/�{ ) �ocll Y15�'4 �j� .
(.Address of Job)
"Pool fences and alarms are the responsibility of the applicant. Pools
are not to be filled or tii zed before fence is installed and all final '
inspections.are perform d and accepted.
S• of Owner
,-�,*p Signature of Applicant .
Print Name Print Name
Dare .
,QFaRIVM.-OWNEW RM3SSIOIeoors
f
mown of Barnstable
Regulatory to Services
04 r Richard V.Sci%Director,
_ Bldidmg Division
3AM.-M= Tom Perry,Building Commissioner
asa.ss
F 02601
a• 200 Mafia H MA
�sO ' www town.barnstable.ma.us
Office: 508-862-4038 Fag.: 508-790-M0
• .; HOMEO�PI�TEEt LI[�tSE EXEMPITO
Plczse Print
DATE: '
IOE LOCATIOK
nnmbcr sfxsctc
"HOl�OWI.�Z
nano - home phone# worjC phone
CURRENT MAlI,IrIGADDRESS: _
---- —
cityl sfaim rip code
The current exemption for"homeowners" extEnded to include er-occ ied dwellin of six twits or less and to allow
homeowners to engage an individual for l� who does notposses license,provided that the owner acts as supervisor_
DEF12MON IzBOMFAWNER
Parson(s)who owns a parcel of land on wIuch e/she resides or' nds to reside,on which there is,or is intended to be,a one or two-
family dwelling attached or detached struct or cessory to ch use and/or farm stmctnres. A person who constncts more than one
home in a two-year period shalt not be considers ahomeo r. Such`homeowner'shall submitto the Building Official on a form.
acceptable to the Building Official,that he/she be r o able fur all sorb work erformed undErthe boil ' ermit (Section
109.1.1)
The undersigned'.`homeowner"assumes responsibility compliance wifhthe Stafe Building Cade and other applicable codes,
bylaws,rules and regulations_ -
The undersigned-homeowner"cmrdfies thathe/she'IndersLan the Tovm o fBamstable Building Department mia mmn inspection
procedures and requirements and that he/she will comply wif]:L -d procedures and rDqOismenfs_
Sigpatn-c ofHomcowncr
Approval ofBuild"mgOf5cial
Note: Three family dwellings co 35,000cubic feet or willbetegairedtncomplywiththoSiateBuD i„aCoda
Section 127.0 Construction Control
HOMEOWl�i$'S Id i` .'
The Code states that: 'Any eowner performing work for whi a bufldiag permit is required shall be exempt
from the provisions of this section(S 'on I09-U-Licensing of ronst metio Supervisors);provided that if the homeowner
engages a person(s)for hire to do su work,that such Homeowner shall art supervisor."
Many homeowners who a this exemption are unaware. at they are the responsibilities of a supervisor
(see Appendix Q,Rules&ReguIa ions for LieP*+�*ng Construction Supervisors,S 'on,2_I.6) This lack'of awareness often
results in serious problems,particularly when the homeowner hires unlicensed p us. Io.this rase,our Board cannot
proceed against the unlicensed person as it would with a Licensed Supervisor. The h eown.er acting as Supervisor is
ultimately responsible. .
To ensure that the homeowner is fully aware of his/her responsibilities,many i mmunides require,as part of fhe
permit application,that the homeowner certify that he/she understands the responsibilit[ s of a Supervisor. On fhe last;.page
of this issue is a form currently used by several towns. You may care t amend and adopt ch a form(rertifrrafmn for use in
your community.
Qi47PF1I�FORI25\bmldmgpe�itfarmsl�FSS.dne .
Revised 061313
of t►+E_ Town of Barnstable *Permit# � 3 5"
Expires 6 monfhs from issue date
CV
BARMASM : Regulatory Services Fee 0�51
Thomas F.Geller,Director
Building Division
Tom Perry, Building Commissioner
200 Main Street, Hyannis,MA 02601
Office: 508-862-4038 X-PRESS PERMIT
Fax: 508-790-6230
EXPRESS PERMIT APPLICATION - RESIDENTIAL OXV 2 2 2003
Not Valid without Red X-Press Imprint
Map/parcel Number 7 TOWN OF BARNSTABLE
Property Address 225 f` A-Qv�- S* Cg ooea-
'
sidential Value of Work . 614
Owner's Name&Address C/V\AC-5 rt- 1 Y`Gush & 2'
Cc
Contractor's Name Telephone Number
Home Improvement Contractor License#(if applicable)
Constn ction Supervisor's License#(if applicable)
❑Worl�nan's Compensation Insurance
Check one:
�❑,�I ma sole proprietor
L�l l am the Homeowner
❑ I have Worker's Compensation Insurance
Insurance Company Name
Workman's Comp.Policy#
Permit Request(check box)
e-roof(stripping old'shingles) All construction debris will be taken to /�'MDvr C
❑Re-roof(not stripping. Going over existing layers of roof)
Ej Re-side
io12Z��
_ ❑ Replacement Windows. U-Value (maximum.44)
*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.
Home Immovement Contractors License is required.
Signature
. n
Q:Forms:expmtrg
Revise053003
~Assessor's office(1st Floor):.
Assessor's map and lot nu ber 12
Conservation 4th Floor): r' SYSTEM MUST B JE
`�v e
Board of Health(3rd floor): } Q.L�® COMPLIANCE
•
Sewage Permit number WITH TITLE
_rC 3
hh
A `� 6 VIRON�lENTgL.C®� 'o•�oe3, �dA
Engineering Department(3rd floor):' E AND r�r
House number :9 r,!u 6 1-riN s+:' TOWN REGULATION
Definitive Plan Approved by Planning Board 19
APPLICATIONS PR6CESSED'8:30-9:30 A.M.and 1:00-2:00 P.M.only F
TOWN OF BARNS4TABLE * , .
BUI.LUN., INSPECTOR
APPLICATION FOR PERMIT TO 'gill l-l(y A,00 I Ty G N S G
TYPE OF CONSTRUCTION _ '{f it"Ry'l,'V� GCADp rk 5*1 qVe , abn?,,g 66dick 'Taato �f
19
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a permit according to the following information:
Location 307 6 1yn shli - h c yn44"le- Y11
Proposed Use
Zoning District �rrY Fire District d
Name of Owner 'EJO"rd" 02 Address 3417 r, M-1m Sfii' ��rb1� COr3f�0
Name of Builder i l I Address 2 Scud ' s- 1J•�e► ' i '•J"r p2.4-G$
Name of Architect as `x Address
tip4
Number of Rooms Foundation (2p-mph Myk
Exterior cadiwo- sin%nA, Roofing - 000a-
Floors g Interior'' I rs -,SkvW mct<
Heating Plumbing �sf ®ham
Fireplace Approximate Cost t a7 Q M
Area
;� , ►,
Diagram of Lot and Building with Dimensions _ Fee
OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS
I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction.
Name
f` 2- c�
Construction Si ipe sor's License
1
HANDY, EDWARD O. JR.
<,
No 36252 Permit For
ADDITIO?_� '
1
Single' Family Dwelling
Location 3676 Main Street
Rarnet_ah1 p _
Owner Edward O. Handy, Jr.
Type,of Construction Frame
Plot a Lot 4 '
October -21 93
Permit Granted 19 1
Date of Inspection:
'Frame
Insulation 19- "
' Fireplace° 19
Date do-Mpteted « C 19
try{ 7 �
Assessor's offioe (1st floor): /-7^ (JA eW I,16-v ed ,/O
Assessor's map and lot number ........................................ SEP"G SYSTEM MUST EE
Board of Health (3rd floor): �d �, p - ^,r ? A s =.'f•.
Sewage Permit number b,,� ¢¢ \\ � �� '.. ..~.�.'..Gl........r�.��................ Z B9H�9T11DLE, i
Engineering Department (3rd floor): / N/J �f� 7 r o u•p"gTITLE ��
.............................. .(.'j..V.l..j� �y . '.,A.'�a:.".•''ei k.VJ l i��11 SAL VOOE AND �OQ Mb 9
House number ..'". �� �E,GiU(.ATI�I�� "��„pY a�
APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. Sq
TOWN OF BARNSTABLE
BUILDING IN ,PECTOR
........... ......
APPLICATION FOR PERMIT TO �11.��r.q.......A. RA.R'.N....................................................................
TYPE OF CONSTRUCTION ...................f Gf.T.&...�.Fr.prm............................................................................
P1141-.... ...............19.2.5
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a permit according to the followingL information/
Location .........................mo ......Y..Y�41�h....... 'F..'.........AV?1S .VIC.....M../.'.Z....................................................
Proposed Use a ......
Zoning District ......... ..� ......................................Fire District ................16 ,
.....................................................
Name of Owner ..... h10y .Q'....1ta .!�....s��.........Address ..... G.ZG.....I .�7�!1....� '...Y3 04.�..m.!)T...
Name of Builder .....�YkQ....Qu ✓....................Address ...... ...CRY.Y..l...t.. n�'1')S.k�1✓�l, �
Name of Architect .. ..Io .................Ct.... ......... .... . . ......Address .....................`+........................................................
........
Q �h shy 10 r JMCl C0y)CV-rJC.
Numberof Rooms 3. ..01.Y. .......— ......................................Foundation .......... .............................................................
Exterior ......ah. h. `e:5......................................................Roofing ..r�.d .................................
F I a a r s ...(P-.K..... 'fie'. YC70w'................Interior ...Y.PV9. h.;S�n........S.rty s;-•...
Heating ...........:.......................................................................Plumbing ..................................................................................
Fireplace �' pp..................................................................................Approximate Cost ......... 30.� l.PPQ..................,..................
Definitive Plan Approved by Planning Board ________________________________19________ . Area .../. 7..�1 �.................
Loa
Diagram of Lot and Building with Dimensions Fee �
SUBJECT TO APPROVAL OF BOARD OF HEALTH
OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS
I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above
construction.
Name ... .0A .4.. ................
Construction Supervisor's License ....0'f!.1.4..1..........
ppp�
HARDY, EDWARD O. JR.
Build Barn
No ..... . .6 7. Permit for ..................... ............
........Ac.....ce... .s.s..o.ry...
..... .........
..
Location ...3676 Main Street
.............................................................
Barnstable
.....................................................................I.........
Owner ....E,dw.ard....0.
......H.a.rdv.,....Jr.............. .... .. .... . .. .. ....
Type of Construction tom. ......Frame
....................................
q
Plot .............................. Lot ................................
April 4 , 88
Permit Granted ............................?�,7....��.19
Date of Inspqction .................................. 19
Dag� -Completed ........... 1,?15K.......... 19
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'-...-`-tip_ 3B •^`.F/ I't: �.l:�ti�,,. -;, � \\gyp / r
Assessor's offioe (1st floor):
Assessor's map and lot number ...- ..`!d2.2-.... 1�'"r�E� SYSTEM MUST 1� Pao`TEE Toy♦
Board of Health (3rd floor): INSTALLED IN ICOMPLIAINCE
Sewage Permit number ..........Z..(e�eE.�� ..................... 1 8-�� ����E
•" Z BAH.a9TGDLE, i
Engineering Department (3rd floor): �4 Eir�Y[ROK111VIE �T'AL. CODE AND moo rb39• \0�
House number ..............................................ouc.............. '�O'Id1 N REGULATIONSboyar a'
APPLICATIONS PROCESSED 8:30-9:30 A.M, and 1:00-2:00`P.M. onW
TOWN OF ,,-BAR-NSTABLE
BUILDING INSPECTOR
APPLICATION FOR PERMIT TO ......... :.r. ':!` ................................
TYPE OF CONSTRUCTION .......... `C. .. �.�t.�n� m.....................................................................
.................. .. .......
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a permit according to the following information:
Location ...........J.(a.. b.... `...... .... .............................................................
Proposed Use .............. .dGo,?. ���i�n�F .2�c�
Zoning District .......... "` lx ltt...�� ,3..............................................Fire District ..... .
Name of Owner ... ........ .G ..°...Address
Name of Builder ......C9% .`..` �i�/...............Address ...... ,�,�.✓./ ��.. ../.sJ
r
Nameof Architect ..................................................................Address ....................................................................................
Number of Rooms .......... ....................................................Foundation .........5�(.
Exterior ..................... ../r ................
.........Roofing ......
Floors ......................................................................................Interior ..........................................................:.
Heating ........ .................Plumbing ............?z.. .........................................
Fireplace ..................................................................................Approximate Cost ............. u o
Definitive Plan Approved by Planning Board --------------------------------19-------- • Area ..v7.. `...t/ {,...1..
/.�
Diagram of Lot and Building with Dimensions Fee ....
SUBJECT TO APPROVAL OF BOARD OF HEALTH
OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS
I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above
construction.
Name .... �.�'�:....�.... .. ..................
Construction Supervisor's License ...... ......�3.�...�....
a HANDY, EDWARD 0. JR.
No 31634 Permit for Addition To Kitchen
.................
4-
& Bath/ Single Family Dwelling
i Location ...36 .....76 Main. ...Street. . . . ..................... ....... .. .. .. . .. ....
Barnstable...................................
Owner
Edward O ... Y i......
Hand Jr. .�..................................... ........... .
Type of Construction ....Frame ,
. ..............................................................I................ r,
Plot ..... ...................... Lot ................................
Permit Granted ....... i..19 88
Date of Inspection b.1/L ................19
�` D�e7Comp ted ................ ...........19
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