HomeMy WebLinkAbout0054 RAINBOW DRIVE e
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TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map Parcel Application #
Health Division t7 "' Date Issued
Conservation Division ®' Application Fee
Planning Dept. Permit Fee
Date Definitive Plan Approved by Planning Board
Historic - OKH _ Preservation/Hyannis
Project Street Address �f �AiA//��GrJ ��`✓:
Village
Owner Address S/�G�er e�
Telephone —
Permit Request 10A11,44 -9 �-�� ZQn lye S5 Gf%roar9.//J ,lam �T�i
C?
Square feet: 1 st floor: existing pr posed 2nd floor: existing proposed Total new _� ®
Zoning District e-C Flood Plain tie Groundwater Overlay
Project Valuation . AM,Md. Construction Type /��&ZM
Lot Size s��4" !® 'Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family U-- Two Family O Multi-Family (# units)
Age of Existing Structure f Historic House: ❑Yes �lo On Old Ki;99�s Highway: ❑'Yes 4i-P4o
Basement Type: ull ❑ Crawl ❑Walkout ❑ Other /V-Q r.cJc1�f=tJ�
Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft)
Number of Baths: Full: existing 1 new Half: existing -1 r gew
Number of Bedrooms: _ existing L new --
Total R'9om Count (not including baths): existing new O1 First Floor Room Coun
Heat Type and Fuel: ®'Gas ❑ Oil ❑ Electric ❑ Other
Central Air: ❑Yes O-Go Fireplaces: Existing_2risting
New Existing wood/coal stove: ❑Yes
Detached garage: ❑ existing ❑ new size_Pool: e� ❑ new size _ Barn: ❑ existing ❑ new size_
Attached garage: xisting ❑ 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
r,,-ea
(BUILDER OR HOMEOWNER)
Name , � t/e Telephone Number
Address License # (2 g-
,- Home Improvement Contractor# �yy� OQ _
Worker's Compensation #
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE
4 FOR OFFICIAL USE ONLY
4' APLICATION#
r
i DjTE ISSUED
? . MAP/PARCEL NO.
r ADDRESS VILLAGE
r OWNER
DATE OF INSPECTION:
a
FRAME l 13 of
INSULATION 00 LIIS
} FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
FINAL BUILDING ®k 9D1ol,
DATE CLOSED OUT
ASSOCIATION PLAN NO. 1
1 / [
Generated by REScheck-Web Software
Compliance Certificate
C�J(
Project Title: Haney-54 Rainbow Drive
Energy Code: 2009 IECC
Location: Centerville(Barnstable),Massachusetts
Construction Type: Single Family
Project Type: Addition/Alteration
Heating Degree Days: 6137
Climate Zone: 5
Construction Site: Owner/Agent: Designer/Contractor:
54 Rainbow Drive Carey Grover Archi-Tech Associates,Inc.
Centerville,Massachusetts 02632 Grover Custom Building 6 School Street
P.O.Box 1080 Cotuit,Massachusetts 02635
Cotuit,Massachusetts 02635 508-420-5335
508-364-5651
Compliance:4.4%Better Than Code Maximum UA:159 Your UA:152
The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Gross
Assemblyor or •
Perimeter U-Factor
Crawl:Solid Concrete or Masonry 611 12.0 8.0 22
Wall height:3.8'
Depth below grade:3.0'
Insulation depth:3.0'
Inside below-grade depth:0.0'
Wall:Wood Frame,16in.o.c. 149 19.0 0.0 `` 8
ADH-2648:Wood Frame,2 Pane w/Low-E 12. 0.310 4
ADH-2648:Wood Frame,2 Pane w/Low-E 12 0.310 4
Wall:Wood Frame, 16in.o.c. 12 19.0 0.0 1
Wall:Wood Frame, 16in.o.c. 177 19.0 0.0 8
FWGD-6068:Glass 40 0.320 13
ATF-21018:Wood Frame,2 Pane w/Low-E 5 0.290 1
ATF-21018:Wood Frame,2 Pane w/Low-E 5 0.290 1
Wall:Wood Frame,16in.D.C. 157. 19.0 0.0 8
AAN-21028:Wood Frame,2 Pane wt Low-E 8 .0.290 2
AAN-21028:Wood Frame,2 Pane w/Low-E 8 0.290 2
Wall:Wood Frame, 16in.o.c. 177 19.0 0.0 9
ATF-21018:Wood Frame,2 Pane w/Low-E 4 0.290 1
ADH-21050:Wood Frame,2 Pane w/Low-E 13 0.310 4
ATF-21018:Wood Frame,2 Pane w/Low-E 4 0.290 1
ADH-21050:Wood Frame,2 Pane w/Low-E 13 0.310 4
Wall:Wood Frame,16in.o.c. 12• 19.0 0.0 1
Wall:Wood Frame, 16in.o.c. 149 19.0 0.0 9
Wall:Wood Frame, 16in.D.C. - -- -- --
Exemption:Framing cavity not exposed.
2-8x6-8 french:Glass 18 0.320 6
Ceiling:Flat or Scissor Truss 288 30.0 0.0 10
Ceiling:Flat or Scissor Truss 135 30.0 0.0 5
Ceiling:Cathedral 222 30.0 0.0 8
Floor:All-Wood Joist/Truss Over Uncond.Space 611 30.0 0.0 20
Project Title: Haney-54 Rainbow Drive Report date: 11/19/12
Data filename: Page 1 of 2
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in
REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name-Title V;aturell Date
Project Title: Haney-54 Rainbow Drive Report date: 11/19/12
Data filename: Page 2.of 2
2009 IECC. Energy
Efficiency Certificate
sulation .
Ceiling I Roof 30.00
Wall 19.00
Floor I Foundation 30.00
Ductwork(unconditioned spaces):
Window 0.31
Door 0.32 NA
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments:
L
Office of Consumer Affairs&Business Regulation. License or registration valid for individul use only
ME IMPROVEMENT CONTRACTOR
before the expiration date. If found return to:. {'
,egistration 144322 Type: Office of Consumer Affairs and Business Regulation
xpiration 9/23/2014 DBA L
10 Park Plaza Suite 51,70
Boston,MA 02.116
GROVER BUILDING+lREMODELING''
i
CAREY"GROVER
56 BOWDOIN RD
MASHPEE, MA 02649ou at
UWersecretary Ngt v d without signature
i... .. _,
P NlaSsachusetts- Depai-tmcittof Ptihlic Safety
Board of Buildin; Regulations and Standards -
Construction Supervisor License
One- -
e and Family Dwellings
License: CS 77754
CAREY C ;GROVER r l
PO BOX 1080 E'
COTUIT MA 02635
Expieation: 11/22/2013
('ironnissi incr Tr#: 7083
WE Town of Barnstable
Regulatory Services
' ashes Thomas F.Geiler,Director
16jg �0
Building Division
Tom Perry,Building Commissioner
200 Main Street,Hyannis,MA 02.601
www.town.barnstable.ma.us .
Office: 508-862-403 8 - Fax: 508-790-623 0
Property Owner Must
Complete and Sign This Section
If Using A Builder
� �
h �• , as Owner of the subject property
hereby authorize f� t to act on my behalf;
in an matters relative to work authorized by this building permit
dm4zgoe/
(Address of Job)
**Pool fences and alarms. are the responsibility of the applicant. Pools
are not.to,be filled or utilized before fence is installed and all final
inspections are;performed and.accepted
Signature of Owner Signa of Applicant
Print Name Print Name
_ '7
Date
Q:FORMS:OWNERPERMISSIONPOOLS 6/2012
i
Town of Barnstable
o� Regulatory Services
Thomas F.Geiler,Director
* saxntsrnsts, « .
Mass.
9q,A s659. .�� " Building Division
lED MA'I�
Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
www.towii.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
HOMEOWNER LICENSE EXEMPTION
Please Print.
DATE: .
JOB LOCATION:
number street village
"HOMEOWNER
name home phone# work phone#
CURRENT MAILING ADDRESS:
city/town state, zip code
The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less,and
to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as
supervisor.
DEFINITION OF HOMEOWNER
Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to
be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures.`A
person who constructs more than one home in a two-year period shall not be considered a homeowner. Such
"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be
responsible for all such work performed under the building permit. (Section 109.1.1)
The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other
applicable codes,bylaws,rules and regulations.
The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department
minimum inspection procedures and requirements and that he/she will comply with said procedures and
requirements.
Signature of Homeowner.
Approval of Building Official
Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the
State Building Code Section 127.0 Construction Control. .
HOMEOWNER'S EXEMPTION
The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions
of this section(Section 109.1.1 -Licensing`of construction Supervisors);p-ovided that if the homeowner engages a persons)for hire to do such .
work,that such Homeowner shall act as supervisor."
Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,
Rules&Regulations for Licensing Construction supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly
when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed
Supervisor. The homeowner acting as Supervisor is ultimately responsible.
To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,
that the homeowner certify thathe/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by
several towns. You may care t amend and adopt such a form/certification.for use in your community.
Q:fonns:homeexempt
�+ a
ine-ng Dept.(3rd.floor)`Map Parcel , O Permit# S3 711
House# Date Issue
Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) Fee.
Conservation Office(4th floor)(8:30- 9:30/1:00--2:00)
Planning Dept.(1st floor/School Admin. Bldg.)
Definitive Plan Approved by Planning Board 19
BARN ABLE. `*
TOWN OF BARNSTABLE,
Building Permit Application "
Project Street Address Lazo {Jn
Village
Owner Address
Telephone
'"Permit Request ,
30 t
! 1
First Floor square feet Second Floor square feet
,Construction Type
Estimated Project Cost $
Zoning District Flood Plain Water Protection
Lot Size Grandfathered ❑Yes ❑No
Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units)
Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No
Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft)
Number of Baths: Full: Existing New Half: Existing New
No. of Bedrooms: Existing New
Total Room Count(not including baths): Existing New First Floor Room Count
Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other
Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No
Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size)
❑Attached(size) ❑Barn(size)
❑None ❑Shed(size)
❑Other(size)
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes ❑No If yes, site plan review#
Current Use Proposed Use
Builder Information
Name ERASER C 0 -N S.T61-1CT!0 ht Telephone Number
Address 71 TARAGON GIR_ License# f-
COTUIT MA 02635 Home Improvement Contractor# 11 P5- 6
(506) 423-2292 Worker's Compensation# &C 6-3 of 7
NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS
PROPOSED STRUCTURES ON THE LOT.
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN.TO
SIGNATURE DATE A�
BUIL• ING PERMIT DENIED FOR THE FOLL WING REASO
/ aD ff
• .., FOR OFFICIAL USE ONLY _
PERMIT NO. JJJ
DATE ISSUED.
_ _�;Zr
MAP/PARCEL NO.
_ _ Y --, � j _. _ .. _ - ..S ,..� �, }�...-."-,7•' i _ •,„fir
ADDRESS t VILLAGE s <,
OWNER
DATE OF INSPECTION:
FOUNDATION
,
FRAME
INSULATION
FIREPLACE 3 r µ s
ELECTRICAL: ROUGH ' FINAL — - -
t
PLUMBING: ROUGH FINAL
GAS:- ROUGH FINAL '
G
FINAL BUILDING — 4
R
DATE CLOSED OUT
ASSOCIATION PLAN NO. j '
THE rd
_ The Town of Barnstable
Department of Health Safety and Environmental Services
�°r�,r, • BuiIding Division
367 Main Street,Hyannis MA 02601
Office: 508-790-6227 Ralph Crosses
Fax: 508-790-6230 BuiIding Commiss:
For office use only
L
Permit no.
Date
AFFIDAVIT
HOME IMPROVEMENT CONTRACTOR LAW
SUPPLEMENT TO PERMIT APPLICATION
MGL c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization,
conversion, improvement, removal, demolition, or construction of an addition to any preexisting
owner occupied building containing at least one but not more than four dwelling units or to
structures which are adjacent to such residence or building be done by registered contractors, with
certain exceptions,along with other requirements.
Type of Work: r Est.Cost
Address of Work:
Owner's Name
Date of Permit Application:
I hereby certify that:
Registration is not required for the following reason(s):
Work excluded by law
Job under S1,000.
BuiIding not owner-occupied
Owner pulling awn permit
Notice is hereby given that:
OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED
CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE
ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A
SIGNED UNDER PENALTIES OF PERJURY
I hereby apply for a permit as the agent of the owner.
v( - �� 11 D 5-73- e/5
Date Contractor Name Registration No.
4
. Assessor's Office(1st floor) Map Y V Parcel TU
rmit# - o�
Conservation Office(4th_floor)(8:30- 9:30/1':00-2:00) i ci�5 VA,� Date Issu
Board of Health(3rd floor)(8:15 -9:30%1:00-4:45) 1-1 Lf i 7 ( Fee
Engineering Dept. (3rd floor) House# INST
7.ffARrN A.
D oard 19 ? E. EONa'��' �•.'3�
TOWN OF BARNSTABLE
Building P eApp lication '
'rProj ct St ee Address r 24tJX7,
Villa �f TIL y
VOwner L L f A4dress-
- v
Telephone 7-71 7 �&
Permit Request
a
�V t First Floor square feet '
Second Floor square feet
cb
Estimated Project Cost $ /YDd
Zoning District Flood Plain Water Protection
Lot Size Grandfathered•?
Zoning Board of Appeals Authorization Recorded
Current Use Proposed Use
Construction Type
Commercial Residential
Dwelling Type: Single Family Two Family Multi-Family
Age of Existing Structure Basement Type: Finished
Historic House Unfinished
Old King's Highway
Number of Baths No. of Bedrooms
Total Room Count(not including baths) First Floor
Heat Type and Fuel Central Air Fireplaces
Garage: Detached Other Detached Structures: Pool
Attached Barn
None Sheds
Other
Builder Information
KName &,06 Telephone Number to- ( 2
Address 3 1 License#
Al 1-4 D 30 -( Home Improvement Contractor#
Worker's Compensation# '7 W C - T& J 2 9(
NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS
PROPOSED STRUCTURES ON THE LOT.
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATU Z
DATE
BUILDING PERMIT DENIED FOR THE FOLLO G REASON(S)
--•. �' FOR OFFICIAL USE ONLY
PERMIT NO. E
DATE ISSUED t
MAP/PARCEL NO.
f
ADDRESS - VILLAGE - —
OWNER
DATE OF INSPECTION�w —
FOUNDATION r
t
FRAME:
INSULATION r }
FIREPLACE r '
ELECTRICAL: ROUGH FINAL t
PLUMBING: ROUGH FINAL w
GAS: ROUGH FINAL
FINAL BUILDING s -
DATE CLOSED OUT
ASSOCIATION PLAN NO.
r/��
-ice - L�'7Z -�a4oc
-
--�d� -tee -
FFILE L 2150 CENSUS TRACT #
DEED BOOK PAGE PLAN BOOK PAGE LOTNT: ASSESSORS PLAN PLOT
MORTGAGE INSPECTION PLAN OF LAND
LOCATED AT
54 — 60 RAINBOW DRIVE
SCALE : 1"= 60' CENTERVILLE,� MASSACHUSETT.S SEPTEMBER 27, 1993
N I►= H ALL,lT
355,00' -
=P10L PAZip DR1yE
LO*54 T
bumps f { zyz STY E
-j� �" �
R,'IVER , ,\ y
IOTS D G -
ToTAL AREA = may" o:�5 __
2)
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X/®
4,�
RhibDW DRIVE
50
LOT I5
LOT B— i
I CERTIFY TO NUTTER, MCCLENNEN, & FISH, ATTORNEY PATRICK M. BUTLER, AND ITS
TITLE .INSURANCE COMPANY, THAT THERE ARE NO VISIBLE ENCROACHMENTS OR EASEMENT
EXCEPT AS SHOWN AND THAT THIS PLAN WAS PREPARED UNDER MY IMMEDIATE SUPER—
VISION .
THE LOCATION OF DWELLING AS SHOWN IS IN
COMPLIANCE WITH THE LOCAL ZONING BY—LAWS
WITH RESPECT TO HORIZONTAL DIMENSIONAL '+`
REQUIREMENTS . `K
THE DWELLING SHOWN HEREON DOES NOT FALL
WITHIN A SPECIAL FLOOD HAZARD ZONE AS S'
DELINEATED Obi' A MAP OF COMMUNITY # 250001
0015 DATED 8/19/85 BY THE F. I .A.
THE EXACT LOCATION OF THE BUILDINGS SHOWN Land Surveyors Civil Engineers
CANNOT BE DETERMINED WITHOUT AN ACCURATE INSTRUMENT SURVEY, (�l�e IIstDu lttn� 4urveg (�KYII.,
172 P Ui=
�Kefv Ptbfora, AA 02740
GENERAL NOTES: (1) The declarations made above are on the basis of my knowledge, information, and belief as the
result of a mortgage plot plan tape survey inspection made to the normal standard of care of registered land
surveyors practicing in Massachusetts. (2) Declarations are made to the above named client only as of this
date. (3) This plan was not made for recording purposes, for use in preparing deed descriptions or for con—
structions. (4) verifications of property line dimensions, building offsets, fences, or lot configuration may
ti be accomplished only by an accurate instrument survey.
SPILLER'S
: The Town of Barnstable
59. ,S Department of Health Safety and Environmental Services
1� Building Division
367 Main Street,Hyannis MA 02601
Ralph Crosser
Offii= 508 790-6227 Biding Commissioner
Faye 508 775-3344
For office use only
Permit no.
Date
AFFIDAVIT
HOME WROVEMENT CONTRACTOR LAW
SUPPLEMENT TO PERNIIT APPLICATION
MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,eomrerston,
improvement,.removal, demolition, or construction of an addition to any pre- occupied
building containing at least one but not more than four dwelling units or to structures which are adjacent
to such residence or building be done by registered contractors,with certain exceptions, along with other
requirements
Type of Wodc: L. Est Cost j:Oy
Address of Work: G rirt V �' —
Oa-ner.Name:
Date of Permit Application: f �
I hereby certify that:
Registration is not required for the following reason(s):
Work excluded by law
Job under S1,000
Building not owner-occupied
Owner pulling own permit
Notice is hereby given that: CONTRACTORS
OWNERS PULLING THEIR OWN PERMIT OR DEALING WITHIINREGIS•TEPED
FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE
ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A
SIGNED UNDER PENALTIES OF PERJURY
I hereby apply for a permit as the agent of the ovener:
Date
Contractor name Registration No.
OR '
Date Owner's name .
THE AMERICANSk
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8 x 16 Classic#6
.Stylish and practical, our American Classic is the perfect solution to your utility shed or storage
needs. This budget-fitting style has been the popular choice of customers throughout our 35 year
history. But we're always improving and adding so, be sure to review these standard features
currently available (below). This style available from 6' x 8' to 12' x 20'.
STANDARD FEATURES AVAILABLE WITH ALL
REEDS FERRY SMALL BUILDINGS:
1. 2 x 6 Pressure-Treated Floor Joists, 16" on Center
2. 5/8" Top-Quality Flooring CLASSIC
3. 2 x 4, 16" on Center Framing. ROOF
4. Tongue & Groove Siding UNE
5. Heavy-Duty Roof Trusses, 16" on Center
6. Roof Sheathed with 1/2" Exterior Grade Plywood
7. Aluminum Drip Edge
8. Asphalt Roof Shingles with 20 Year Limited Warranty
9. Aluminum Louvres with Screens
10. Three Light Window Hinged to Open
11. Window Box& Shutters
12. Solid Pine Doors Diagonally Braced with 2 x Ts
and three 6" Heavy Duty Zinc-Plated Black Hinges See Page 5 for
13. Black Bugle Head Screws Available Options,
Custom Design, and
PERMITS ARE THE CUSTOMERS RESPONSIBILITY WHERE REQUIRED Model Floor Plans.
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Assessor's office (1st floor): *"THEtO
Assessor's map'and'lot number .... 'r
Board of Permit' floc ) .............. L.. �... � 2 ; SEP°FIaSYSTEM MUST L-,.
Sewage ••• f ;f ,Q �A� III) IN COMPLIANC ' EARNSTODLE.
Engineering Department (3rd floor). 9oA�"6 •�
House number. ........................................:........ ................:.... ENVIRONMENTAL CODE I� Y o\
1Ai1"fli'TITLE 5
ONMEN AND
o YP
APPLICATIONS PROCESSED 8:30-9:30 A.M. 'ancl-1:00,-2:00 P.M: only-; TOWN REGULATIONS
A P P R O V E D
$ astable Conservatio o > �O F B AR.NSTABLE
ILD'INO' INSPECTOR
igned Date
APPLICATION FOR PERMIT TO ...V. v.�.. !!,vrt?/sU ........�D O .................................
TYPE OF CONSTRUCTION .....Sl4.............U� ;?�..L............................................. . . ... .. ................
TO THE INSPECTOR OF BUILDINGS: P .•.�
The undersigned hereby applies for a permit according to the following'information: Y
1
Location ..... . ......�T��.!.4!. i0. .......&f(/z.......^. ........... €°.K/1. 1...vICLC..........................................................
ProposedUse .... GP/l.m/U��...... P..O.�.......................:.........ed.......t..........;....................................................................
h,
_ Zoning District Fire District .............................................
................................................................. .................................
Name of Owner ?o!C/ , ??ill Tom/ Address .. //Y/ .... h/./J.Z�........................
....... ........... .... ... .a.... ..............
Name of-Builder ...., <// 9 "ter.....................Address
Name of Architect.
Number of Rooms `?.:....Foundation-..L!'lfU�.�..... .......................................
Exterior ............................:.........................;..................,............Roofing .......:::.......,.....'.............................................................
Floors ...........Interior ....................................................................................
Heating ....................................................................................Plumbing ..........I........................................................................
0, ao
Fireplace ........................................:..........................'Approximate Cost ...................................................................
Definitive Plan Approved by. Planning Board __'____________________________>l9_______ : Area �� ....................
Dia ram of Lot and Buildin with Dimension
1
g g s �i'�I'A Fee .......
SUBJECT TO APPROVAL OF BOARD OF 'HEAL'TH
t
T P
` 2 t
I '
1-
t
Y
OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS
€-
'Y
I hereby agree to conform to'all the Rules and Regulations of the Town of Barnstable regarding the above
construction.
Name !?7: ...(. ...... c ..................
Construction Supervisor's License �.......
SMITH, KEN
t.
,
'Jo. "28961 Permit fog Build'Swimming Pool
.......................
Acces s.o.r.y.. Dwelling
..................... . . ............ .01........................
0
Location
54 RainiboTdpj Dri,�e
...... .............. ......... ........
>
Centerv?llb
..................................... ..."I....................
Owner ....Ken Smith'
.................. ...... . ..........................
0
Type-of Construction Fr"'1e*a
A
........ ..........................
. .................................
Ploi...... Lot ................................
Permit Granted ........................;....February 25,.19 86
•
Date-of Impection ....................................19'
Date Cor��pleted ........................................M
(,� •�` t� e,rr v o r .,r ..
TOWN- OF BARNSTABLE :_Permit. No. : Zo445
BuildingInspector - - - _
s�rram r Cash
cURI -OCCUPANCY PERMIT ,ti Bond
Issued to `j 7 N1.dkii1as- Address
Lot D; 54faintaT.Drive, Centerville
C_J
Wiring Inspector t,� ` Irspection date
Plumbing Inspect r� Inspection.date
inspection date
Gas Inspector F p y 1
M".�'f4 4 ,�._ �-:'C-'1-�r��L'r�.'rv'J_ X'-Y}�%
t Engineering partment De Inspection date
Board'of Health � y } Inspection date
THIS. PERMIT WILL NOT BE.VALID, AND THE BUILDING SHALL NOT BE OCCUPIED .UNTIL
SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY. COMPLIANCE WITH TOWN
REQUIREMENTS AND, IN ACCORDANCE WITH SECTION,119.0 OF.THE MASSACHUSETTS STATE
BUILDING CODE.
� .
�' 'r..... ''........... 1.9............ .............................................................................::..............._..:
Building.Inspector
Q14
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10 ko/l
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CERTIFIED PLOT PLAIN .
R03_i<1 Cx
litLtiCL x C C"N`T E-P V l LLB
IN I
SCALE / �4® ` DATI` s s P
DKQG�GIItiEERINQ �.//11�' /✓lcKuL!`�s I CERTIFY THAT THE Fyy�o/3TiU�!
CLIENT ..
EQISTER 84�Z
ED REOISTEREQ SHOWN ON THIS . PLAN I� LOCATED
CIVIL LAND 405 NO. -�--�-�-= ON THE GROUND AS INDICATED AWO
ENGINEER SURVEYOR DR.-BY `�Mom, .CONFORMS TO THE ZONING LAWS
OF BARNSTAeL t�A�sS�!
712 MAIN STREET `. CII.EY R. ;._ 4Ai
11YANRIS; MASS.
SHEET ,J-Of I RE.-G. LAND SURVEYOR
Assessor's map and lot number ..... ........
THE
j
_,. / SEPTIC S�� � ���� Q�oF ropy
Sewage Permit'number ...8:��......- .,l. ....................... INSTALLED IN co�?�'�Re
WITH 5 's
. ��8-4 BABHn98Ta LE,
House' number ��.. Co A
39.
ENVIRONMEN
µ.
TOWN ' OF BARNSTABLE
BUILDING INSPECTOR
APPLICATION FOR PERMIT TO......... .. ...�.................... r�.,...��.......�7�.......................
r ;
TYPE-OF CONSTRUCTION'............ r'. .s. P............................................:... .......:.................�' t
........... ......1_. ..'.....1 �
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a pe it according t the followin formation:
Location ...../.... .. C'.� �..�......................
? .... /' .�......... f' ?� ...........'............
ProposedUse ........ .... .(......... .�.....................................................................................:.............. ..............
Zoning District .... ..... ..... ...........................................Fire District .... ..
-Name of Owner ..���.r.�... ./....1�. ...Address .........�.�...Z:............ -�-.�°... .:!`.?........"'�
Nameof Builder ..................................................................:.Address ....................................................................................
Nameof Architect ..................................................................Address ...............................:..:.................................................
Number of Rooms .:.............(.. ................Foundation ....�Q......... �-�"j. !'c .... .
............................... ......................:..
Exterior ..................GJ ........................:...........................Roofing ................ .......................... .........�eS I!
Floorsr....:.... 1�.��. /.. .........................................................Interior .........; /�C.�c'/... ......................................
!:/.1. ..............................Plumbin Z '2..... i�iU/,�
Heating l'rCl.) g
Fireplace ...... ......G:r./...........................:................................Approximate Cost ........... ..
.../// �i
Definitive Plan Approved by Planning Board ---------------------_----------19________. Area J �]�U...`�'
Diagram of Lot and Building with.,Dimensions Fee
SUBJECT TO APPROVAL OF B OF HEALTH
i
y � �
ICUPANCY 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
KULAS, LARRY ;
i'Io„ 26445;; Permit for l z Story ,
Sin le Family Dwelling
T. ................................... u
Location Lot D, 54 Rainbow Drive �� t
..........................r..................................... ' a
Centerville
Owner ..... arr ....................................................
, ickulas
�_,-� Frame `.t } f•, .. � � r '!, � 4 y •
Type of Construction .......................................... _ z
Plot ..f Lot ................................ f,
J
Permit_Grpnted ......?"kY..1.7.....................19
• 84
t Date of Inspection —i........... .................19
Date Completed ..w!................19�'
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LEGEND
EXISTING SPOT ELEVATION OAO _A CERTIFIED PLOT PLAN
EXISTING CONTOUR ——— 0 - -- � OFM'ss Gvy— 1i �
FINISHED SPOT ELEVATION Q[ ]
FINISHED CONTOUR 0 0 `, A.
APPROVEDBOARD OF MOR95 IN
� BOA HEALTH ' No.1U951 O0.
10
IFS E��\ .
DATE AGENT s/o""� SCALE, / 4'G) DATE , 11.3
LDREDGE EN6/NEER/NG CO. /N ��t�ti �F /,�^;
-- CLIENT�._.,_,.,_ ����/ ,�:�, I CERTIFY THAT THE PROPOSED . .
EGISTERE REGISTERED 1 4aZ8 . - BUILDING SHOWN ON THIS PLAN JOB N0: ,��� a8u,c:�: .� +,a.
CIVIL LAND ;.` ELON -,1 CONFORMS TO THE ZONING LAWS
ENOIN ER RV DR:BY� ; i `'. 'f' MAS .J I 0 F.
712 MAIN STREET CH. 8Y .7� �3 a �/„�� �;N;: ,' — A• I:
N V A ►J N 1,R. lul A 4 Q. - - + _ -ram►f> S U(i` ' ^���___ ,i-!- _' l
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SMOKE DETECTORS REVIEWED
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IO'THICK ON 24"%12'hRLLE55 N01191 LOM.` . :.(200 SERIESr RD.2'-B 9/B'%f-T 1/4' �L —c c_ZI
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LONG.FOOTING YV KEY HEIGHT WALL
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4'-O•:w -
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-.STEEL ANGNORBOLTS- '
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. -:.•.. C - ,.. - '. - a 12'PROM LORNE.B0.�SHALL 15A.I!
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WASHERS .
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TOP OF SVB fLR. '
r ®FIR5T FLOOR �OR ANGHON PK5. /RAGE�5WER5TRLLTIIRETOBE EMBEDDED
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NO FOOTING TO BE PLACED IN ALL STEEL LOMELTIONS Y�LDED
- - i.XIATER M FRDZEN SOIL IN FIELD.REFER TO 5TRIGN 4. ^` O.
DRAWNGS.. f W O.cd
2)x5 REBAR - .. .' - a--+= w=-r
y ` SEE 5TRV-L GENERAL NOTES ._ .. ; Q C
AND TYPICAL DETAILS FOR OTHER- -CONCRETE STRENSTN MIN'FC:5000 Psi
_ I A REQUIREMENTS AT D8 DAYS -• '�
4d UJ OC._
1 2 DUST COVER O z to
F-O U N D A T I. O N' .. F L A N'• r -CLEAR LOVER PM REINFORCING TO BE 51,' ALL REINFORCING BEANS TO BE A5M AbIB. ._i. L LL.
V T - TO 50TTOn5 OF FOOTINGS(CAST A6AIN57 GRACE W.DEFORMED SAR5 i C v
5 L A L E _ .EARTH)AND 2'AT SIDES OF F00TING5 OR _ Ln
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OF 4, Q
job no, 122G
O"CONCRETE YNALL - ( - date oG ND`/EMBER 2012
ON 24"X 12" WILLIAM O. c-A
CONCRETE FOOTING O BISHOP m scale ! A5 NOTED
W/KEY U '
STRUCTURAL drawn
FOUNDATION DETAIL - N0.29488
rev.
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FS3/ONAL�NG
ISSUED FOR CDNSTRUcno N sht4 f of 8
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BENERAL PLAN NOTES, ✓'TALL/DEMO 2 =
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-ALL E%T.�LLSNol TO BE SXa5 b Ib'
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BE REMOVED
GARAGE: d
o ALL Wi,NPI.1.9 TO BE]%49.16' Y � -
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BE 2Xa5(TYPICAL)
U
DEMO NOTES
• .N'SERIES WFE DOORS V TI ANDEQ5E -• co rj
A'SERIES(REFE0.i0 ELEVATION5
. - FOR M1NTM PAITERII>) EXISTINb DA5HED—OPb,INAllS ` YI '•{
' TO BE REMOVED AND PATCHED AS ttt+++ ��•
NEEDED OR REFLACEDAS NOTED.
REFER ELEVATIONS FOR MINDOY.
' R.O.HEIGNi9 ABOVE SIAFLOOR
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,226
(� date ob NOVEN ER 2o12
WILLIAMO.
BISHOP —� scale A5 i+oreo
U STRUCTURAL N drawn: KM.
NO.29488
>•D IB o rev.
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F I 5 T F L O O e PLAN PROPOSED LIVING AREA 6,1 SO.FT. A-2
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ISSUED FOR CONURUQION snl 2 of a
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BE
A'5ERIE5(REFER TO ELEVATION$ REMOVED
PpR MMIN PATTERNS) ` n
REMAIN -
-REFER TO ELEVATIONS FOR YIINVOM - -
. RO.NEIGMB AHOVG°SIWLOOR tEA r ,5
DEMO NOTES - + - III c
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TO Be RC IOVEG-FATO o A5 - e1
NEEDED OR REFLAOEO PS NOTED. -
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SITTING BEDROOM 3 -, -
BATH: 2
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job no.: 1226
VVILL IAM 0- �� date oS rm —E ER 20I2
BISHOP CO) scale As No Io
U STRUCTURAL -
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S E G O N D FLOOR P L A N NO.29488 drawn: KMry
- E%ISTN6 LIVING AREA.rvg3 SO FT. .� � fBV.
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/a O SCALE. 1/a- I - - ,GENERAL ELEVATION NOTES
S C A L- 1 - - 1
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R07riNG 'LANDMARK-LLTIMATE " EAVE, Ixb FASCIA N ALUM.MF EDSE -
TL ROOF 5MNGLE5 BY AND GVrMP,I%SOPPIT MTN CON(
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RIDGE VENT LAP—� - BOARD INDN-STRWTJ -
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-ANDMARK•ULTIMATE LERTA"TEED 1] _ O
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_ e FIRT FLfXJR DETAIL FLR IffJ6HT job no.: 1376
o FIRST_FLOOR 1 INFORMATN7i FIRST TLOOli _- _________ __ ____ _- __ _ R5T FLOOR TGH.EMT T- TCM ExI5TT d2IB 1>OCTOBER 3013
TOP OF:FOUNDATION TOP OF FOJpATION _
-- _ (3 13/a-%913'� 7 91 A.E.p05 I (3)13/a'%91l7' :1E
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10-iLONLRER FROST- 91/1-OIA 57L COL. 10'LOnLRETE PROST SGBIB : AS NOTED
ERICK'REAOS Y KMI-ON 34'x 17' GRAINL ON 36x 1,5 CONL. GRAWL
vV BRICK R15ER$ Q-LIACRETE FDOTIIG b FOpTIN3 - Q ✓TALL ON 34'%IY pry]a%79x11 LAC
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U S C.A L E I/a- = 1 -O' SCALE I/4' = 1'-O-
= ISSUED FOR CONSTRUCTION $nt of
-- — — --- ---'-- -- -- E
GENERAL FOUNDATIONS MA50NRY 3. CONNECTORS 5HOWN AREAS 10. ALL FLYWOOD SHALL
APA
--- ----' --=-- ------ ---- '-- -- — +' MANUFACTURED BY 51MP50N PERFORMANCE RATED PANELS CONFORMING
STRONG-TIE CO. INC.SU55TITUTIONS TO THE FOLLOWING MINUMUM REQUIREMENT5: b
I.STRUCTURAL DRAWINGS ARE 1, THE ALLOWABLE PRESUMED SOIL I.MASONRY CONSTRUCTION SHALL MUST BE APPROVED IN WRITING o
TO BE USED WITH THE ENTIRE BEARING GAPGITY 15 5000 P5F, CONFORM TO THE REQUIREMENT5 BY THE ENGINEER. INSTALLATION A. FLOOR-5TURD-I-FLOOR T46,EXPOSURE 1, w
SET OF DRAWINGS. WHICH 15 TO BE VERIFIED IN THE FIELD OF SPECIFICATIONS FOR MASONRY OF ALL CONNECTORS SHALL BE 5/4",SPAN RATING 16".
BEFORE CONSTRUCTION. STRUCTURES(AGI 530.1/A5GE (2-88). IN STRICT ACCORDANCE WITH THE
STRENGTH OF MA50NRY F'M=1500 P51. THE MANUFACTURER'S INSTRUCTIONS B. WALL 5HEATHING-EXP05URE 1, 1/2",
2. ALL SAFETY REGULATIONS 4 MUST EMPLOY ALL REQUIRED SPAN RATING I6". o
ARE TO BE STRICTLY FOLLOWED. 2. FOOTINGS SHALL BE CARRIED 2. VERTICAL REINFORCING OF MASONRY FASTENERS.
METHODS OF CONSTRUCTION 4 TO LOWER ELEVATION THAN 5HOWN C. ROOF 5HEATHING-EXPO5URE 1,5/8'1,
ERECTION OF STRUCTURAL MATERIALS ON THE DRAWINGS IF REQUIRED TO WALLS SHALL BE A5 INDICATED ON SPAN RATING 16". t'
15 THE CONTRACTOR'S RESPONSIBILITY, REACH PROPER BEARING CAPGITY. THE DRAWING5. ALL GORES OF 4. ALL CONNECTORS SHALL BE s ,
MASONRY UNITS SHALL BE FILLED HOT DIP GALVANIZED, E
WITH GROUT. REINFORCING BAR —o
3. THE CONTRACTOR 15 RE5PON51BLE 3. WALL5 ACTING AS RETAINING WALLS LAPS 5HALL'BE 2'-6" MIN. - — -- c,
FOR DISSEMINATION OF ALL SHALL NOT BE BAGKFILLED WITHOUT 5. INSTALL ALL CONNECTOR FASTENERS DESIGN CRITERIA
REVISIONS 4 REQUIREMENTS TO BRACING UNTIL ALL SUPPORTING 501L BEFORE LOADING THE JOINT.
THE SUBCONTRACTORS. 4 5LAB5 ARE IN PLACE 4 AT 3. HORIZONTAL JOINT REINFORCING I. APPLICABLE BUILDING CODE
ADEQUATE STRENGTH. FOR MA50NRY SHALL BE EQUAL MA55AGHUSETTS 8TH EDITION
TO DUR-O-WALL TRU55 MANUFACTERED 6. SPLIT WOOD 15 NOT ACCEPTABLE Frl JiIT c
4. RE50NABLE CARE HAS BEEN WITH WIRE CONFORMING TO A5TM A 82 FOR ANY CONNECTION. v
TAKEN IN THE PREPARATION OF 4. COMPACT ALL FILL UNDER FOOTINGS. 4 COATED FOR GORRO51ON PROTECTION , 2. DESIGN WIND SPEED: I10'MPH V —
ALL DRAWINGS AND SPECIFICATIONS. 4 5LA55 TO THE SPECIFIED DENSITY, IN ACCORDANCE WITH A5TM A 153, W
HOWEVER THE ENGINEER DOES NOT 4 VERIFY, CLASS B-2. ALL WIRE SHALL BE 1. ALL EXPOSED FRAMING MEMBERS W o
GUARANTEE AGAINST HUMAN ERROR q'GAGE MINIMUM. PROVIDE MINIMUM SHALL BE TREATED PER AWPA
4 FOR THAT REASON IT 15 IMPERATIVE' LAP OF 6" 4 USE PREFABRIATED T'5 C2/Cq GGA 0.25 4 MEMBERS IN STRUCTURAL DESIGN CRITERIA E'y —
THAT THE CONTRACTOR SHALL CHECK OR CORNER SECTIONS AT ALL CONTACT WITH SOIL SHALL BE )--1
ALL DIMENSIONS 4-DETAILS 4 MUST WALL INTERSECTIONS. TREATED PER AWPA G23/C24 FIRST FLOOR 40 P5F LL 1�1
VERIFY ALL CONDITIONS,DIMENSIONS, STRUCTURAL STEEL 'GGA 0.60. JOB 51TE FABRICATIONS 15 P5F DL
4 ELEVATIONS AT THE SITE.ALL GUTS 4 BORES SHALL BE.TREATED IN W Q
DI5GREPANCIES SHALL BE BROUGHT I. DESIGN, FABRICATION $'ERECTION 4.COCNRETE'MA5ONRY UNITS SHALL ACCORDANCE WITH AWPA STD. M4. SECOND FLOOR 30 P5F LL °J
TO THE ATTENTION OF THE ENGINEER 5HALL.BE IN ACCORDANCE WITH CONFORM TO ASTM G q0. 15 P5F DL V (/] _
THE AI5G 5PEGIFICATION.FOR . �; ' ATTIC/5T0. 20 P5F' LL al (A
STRUCTURAL STEEL FOR BUILDINGS, 8.'ALL MANUFACTURED LVL WOOD�FRAMING. 10 P5F
DL
5. THE CONTRACTOR SHALL SUBMIT ° LATE5T,EDITION. 5. CONCRETE BRICK SHALL CONFORM MEMBERS SHALL HAVE THE FOLLOWING Q�
COMPLETE SHOP DRAWING5 FOR TO ASTM C55. PHYSICAL PROPERTIES AS A MINIMUM: ROOF 65L 30 P5F 5L
ALL CONCRETE REINFORCING,ALL 15 P5F DL
STRUCTURAL STEEL, 4 BOTH 2. STRUCTURAL SHAPES SHALL CONFORM •'E=19XIO6P51.,FB=2800,FV=240. - EXT. WALL5/5TOR. 15°PLF DL
CALCULATIONS 4 SHOP DRAWIN65 TO THE FOLLOWING: • 6.GROUT SHALL CONFORM TO THE Da*1
FOR ALL MANUFACTURERED LUMBER REQUIREMENT5 OF A5TM G 146 4 INT. WALL5/STOR: 50 PLF DL 1r
PRODUCTS 4 THEIR CONNECTORS A. WIDE FLANGE MEMBERS`A5TM SHALL HAVE A COMPRESSIVE. q. ALL FLOOR J015T5 SHALL BE AS FOR REVIEW PRIOR TO FABRICATION. Agg2 GRADE 50, STRENGTH OF 3000 P51. MANUFACTURERED BY 5015E CASCADE DECK5/PORGHE5 40 P5F.
fi.._ 4•A5 SIZED ON THE DRAWING5. `ALL IO P5F
B CHANNELS 4 ANGLES A5TM A36..'. FASTENING,.BEARING,BRACING`4 T
1. VERTICAL 4 BOND BEAM' ,' S I E R R r
a LI REINFORCEMENT SHALL CONFORM T FF NING SHALL T IN '5 IGT ACCORDANCE
G H55 ROUND 4 RECTANGULAR TUBES WITH THE MANUFACTURER'S REQUIREMENTS a,
CONCRETE TO'A5TM A 500,GRADE B FY=46 K51, TO THE REQUIREMENT5 OF A5TM A(615. x
I: ALL CONCRETE WORK AND MATERIALS Ef)
Lo
SHALL COMPLY WITH THE 5PE6IFIGATION5 3, ALL GALVANIZING SHALL CONFORM 8. MORTAR SHALL CONFORM TO THE GENERAL NAILING 5L rcOULE-I10 MPH p1 ❑
FOR STRUCTURAL CONCRETE FOR BUILDINGS 70 ASTM A 125. REQUIREMENT5 OF ASTM C 210 0, DESGR,Pi1oN NmBeR or NUMBER of W
AND SHALL BE TYPE M OR S.
LOMMON NAILS BOX NAILS NAIL SPADING _
(AGI 3QI-Sq). . .. r ROOF FRAMING � - ' � Itf
•..
co
4. BOLTED,CONNECTIONS SHALL BE WITH * BLOCKIN5 TO RAFTER(TOE-NAILED) . 2 bD 2-lop EADH E ID �
2. ALL GONCRETE';,5HALL HAVE A 28,-DAY';, HIGH STRENGTH BOLTS IN ACCORDANCE q. QUALITY ASSURANCE TESTING 4 RIM BOARD TO RAFTER 9 -
" ,. � _ ' 2-IbD 3-16D EALH END
COMPRE551VE STRENGTH OF 5000 P51', WITH THE SPECIFICATION FOR INSPECTION SHALL'BE PERFORMED YALLFRAMIN6- q y s�. 00
WITH MAXIMUM 1 INCH AGGREGATE 4 'STRUCTURAL JOINTS USING, ASTM A 325 "IN ACCORDANCE WITH THE n 4 -� -
MAXIMUM 6% AIR ENTRAINMENT FOR OR A 490 BOLTS.
REQUIREMENT5 OF AGI 530.I/A5GE 6/8V. TOP PLATES AT INTER5ECTIONS(FADE-NAILED) 4-16D 5-16D AT JOINT5 `� r)
EXTERIOR CONCRETE EXP05ED TO 5TUD,TO 5TUD(FACE-NAILED) 2_i6v 2-,bo 2a•oc.
MOISTURE. - - HEADER TO HEADER(PALE-NAILED) - 16D 16D W O.G.ALONG EDGES
5. ANCHOR BOLTS SHALL BE A5TM A 301, FLOOR FRAMING O.
FRAMING LUMBER 4 CONNECTORS JOIST TO SILL.TOP PLATE OR GIRDER fiOE-NAILED) 4-BD 4-10D PER JOIST '- ' •� '
3. ALL REINFORCING STEEL SHALL BE ` +
N
DEFORMED BARS OF NEW BILLET.STEEL 6. WELD5 SHALL BE MADE BY OPERATORS BLOCKING TO J015T(TOE-NAILED) 2-bo 2-1012 EACH ENO p
CONFORMING TO A5TM A 615 GRADE 60. CERTIFIED BY THE STANDARD I. ALL FRAMING LUMBER SHALL BE BLOCKINS To 511-1-OR TOP PLATE(TOE-NAILED) s-Ibp 4-16D EACH BLOCK
GUALIFIGATION PROCEDURE OF THE' KILN DRIED Iqq MAXIMUM M015TURE LEDGER S RIP To BEAM DR bIRDER(FALE-NAILED) B_16v 4-IbD EACH JOIST c C C � � O
AMERICAN WELDING SOCIETY. CONTENT. LUMBER SHALL MEET Ct 2-1
—
4.CONCRETE COVER OF REINFORCING BARS AS A MINIMUM THE FOLLOWING JOIST ON LEDGER To BEAM rioE-NAILED) 3-6D s-,oc, PER J015T O p
SHALL BE AS FOLLOWS: DESIGN VALUES FOR 5PRUGE-PINE-FIR: BAND J015T TO J015T(END-NAILED) 3-IbD 4-16D PER J015T •� }�
1, WELDING SHALL BE IN ACCORDANCE BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) ]_,bv 3-IbD PER FOOT Q O (i3 LJ
A. 3" AT CONCRETE PLACED DIRECTLY WITH THE AW5 DLI CODE FOR WELDING A. 2X STUDS CONSTRUCTION GRADE ROOF5NEA;THING +-' -02
AGAINST EARTH. IN BUILDING CONSTRUCTION. 713=800,FV=65,FG=150 -- Q
. WOOD STRUCTVRAL PANEL5 (u (1) .
B. 2" AT ALL OTHER LOCATIONS. B. 2X JOISTS/RAFTERS NO. I GRADE RAFTER5 OR TRU55E5 SPACED JP To 16.Oc. _ by OD b'EDGE/6"F ELD W CC—
8. CONNECTIONS NOT DETAILED SHALL: FB=1150, FV=1O RAFTERS OR W 15E5 5PACED OVER 16.O.0 bD ,ov 4•EDGE/4"FIELD c � It
BE DESIGNED FOR THE LOADS SHOWN f• - Y - - -6ABLE ENDWALL RAKE OR RAKE TRU55 W/O GABLE OVERHANG by + IOD 6'EDGE/6"FIELD ' t.I'1
5. NO HORIZONTAL CONSTRUCTION JOINTS ON THE DRAWIN65 OR FOR LOADS G P05T NO. I GRADE FB=800, �_ C `
FV=65, FG=615 GABLE ENDWALL RAKE OR RAKE TRU55 W/STRICTURAL O—OOKERS bD ,OD 6'EDGE/b"FIELD
ARE ALLOWED,UNLESS SPECIFICALLY GIVEN IN THE STANDARD LOAD a v
SHOWN ON THE DRAWINGS OR ALLOWED TABLES OF A15G FOR THE SPAN, GABLE ENVWALL RAKE OR RAKE TRU55 r LOOKOUT BLOCKS _ bo IOD 4'EDGE/4"FIELD -0
GYPSUM WALLBOARD
IN WRITING BY THE ENGINEER. SECTION 4 STRENGTH SPECIFIED. CEILING SHEATNINS
2. ALL FASTENING OF FRAMING, 5v LOOLeRs EDGE/to-PrLD N SS
PLATES,SILLS,SHEATHING 4 rvP "9p job no.: 1226
6. REINFORCING EMBEDMENT STANDARD q. ELEVATIONS NOTED A5 "TOP OF STEEL" OTHER WOOD MEMBERS SHALL W u sHEnn'NG -- Z� yGs date ob NovEMaeR 2o,2
BAR LENGTH _ HOOK REFER TO THE TOP FLANGE OF ROLLED BE IN ACCORDANCE WITH THE WOOD 5TRIACTIIRAL PANELS 0
z WILl1AM O. -A
.2"i2 i2 SECTIONS. DETAILS SHOWN 4 MINIMUM 5TUD5 SPACED UP TO 24'O.C. _ 5D IOD. b'EDGE/12'FIEL BISHOP 4 scale : A5 NOTED
a5 16` 12" REQUIREMENTS OF THE - ,r -1/2'AND 25/32'FIBERBOARP PANELS - BD 5'EDGE/6"FIE STRUCTURAL drawn: KMW _
MA55AGHUSETTS STATE BUILDING 1/2'GYPSUM WALLBOARD Sp COOLERS EDGE/1o'FIE 94813
-- 'CODE 8TH EDITION. NO.2 rev.
•l 29' IB' FLOOR SHEATHING -- - — ,(1 rev.
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R O O F P L A N IS FLOOR J01575 TO BE 5015E CAWADE OILET LOCATION }�+
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ALL RAFTERS To 5E 2x10 5FF.N0.2
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•8016 BED MOLOIN6� I 2x10 RAFTERS R- 2%O RAFT^ x: i
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w;8 w;8 date ob NoleMEIER 20.2
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SIMPSON DSPZ k'O.G.TO / DOMN TO TOP RATE W ONE - W EL.A 2'6PLVAlT's .. iT
FASTEN STIR TO 50.E PLATE 100 NAIL EVERY 0' STEEL ANLNOR E0.T5 - -_
AT SKAR WALL$AND YNALLS l MAX,11'FROM LORNER5
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MIN.OF.2'. 1N FOOTING / An 4O �� V W O «S
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N.OF 12'INTH.N FOOTING
2X6 SILL RATE / - _ lob no.: 1226
(2)2X6 P.T:SILL i dale Ob NOVEMBER 2012
W 5/B'XI2'GALVANZED scale AS NOTED
STEEL AWWR BDLT5 6 a'-O
O.G.AND 12'FROM LOANERS -
N 5' 'HALL BE
FA9TCNED x
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51 O TYPICAL FLOOR SPAN CONNECTOR INSTALLATION DETAILS' C
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_ SIMPSON RR RAFTER -
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-- i (1)EACH STUD @ STAIR OPENING STUD WALL
\ —OPTION 3,3x8 RIObE RES .I _ dale Ob NOVEMEIEQ 3013
AND FA T ER BELOT THE ROSE i Y SCBIB AS NOTED
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date : Ob NOVEMBER 2012
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job no.: 1226 "
date 06 NOVEMeER 2OI2
scale A5 NOTED
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BOOK AGE- 1-6,
RECEIVE,3 All- IICORBE!
Alt JAN 14 t P 3� 24 ,
Fottc'oUt�,
REGISTRY OF DEEDSREFERENCES: o
JVN F MEAK ZONE: :.� 9 t
Plan Book 382/52
�.
RC Locus 9J
379/65
Deed Book 88491271 Area (min. 87,120 SF (RPOD)
Frontote (min 20' ��� `• '�
/ 8849/269 Widthmin) 1 0
4. ' l 4 SeFron t 20' amps
IL Side 10'
yQ�`Gp 'IitC Rear 10' 1 `' a r cudde
C��/0� yllfc iy'4, "Say'y O�
.�. [
For Registry Use
`„� �S �2�� Location Map.
/ 1 t s
`�o\`a
9itc / 7 N `01
Edge of River
As Shown On Original /
/ Subdivision Plans Dated ASSESSORS REF..
May 6, 1974 & April 13, 1984 AL
/ See P8 291132 & 382152. / �e"'o p
Ma 188 Parcels 148 & 149
AL / / Record Edge
/' / �,� of Wetland �qa Sysf
/. //� / /• C°r OVERLAY DISTRICT,
AP — Aquifer Protection District
/• a11f c . '� WIF Qom
//* S'0
AL &
Perce!-i
/ 54,840ISF 1.26±Acres Upland ' ' P S S
11.060±SF 0.25±Acres Wetland �� 0�o�. � knowledge, information,the best f d b my professional
65,900ISF 1.51fAcres To River ; Ong ao g ' an elief, t
\ c the property lines shown hereon are the
& wok lines dividing existing ownerships, and the
h lines of streets and ways shown are
those of public or private streets or ways
1"00,
already established, and no new lines for
Fier ; a division of existing ownership or for new
41 ways are shown.
JN� roo��° The above certification is intended to
ro ro meet Registry of Deeds requirements and
is not a certification to the title or
y0 ownership of the proper wn.
4�
F .00
I hereby certify that this plan was
prepared in accordance with the rules
% and regulations of the Massachusetts
Registries of Deeds as amended to
9' January 1, 2008.
N,F Rainbow °
John J !!! & Maureen G
Hufnagle
(40' Wide Private Way) R
� I . RICNAR UX
Drive b
ce H
b I
' •�, /'j \,y27.59 Fnd -,W_.W
S�, R�30.00MEL
CB/DN
}
Fnd
t
f
Title.
PREPARED BY PREPARED FOR. Notes/Revision:
Plan Of LandTr
Irene S Haney 1•) The purpose of this plan is to merge Lot D as
a e u shown on a plan prepared for Valond, Inc dated
At 54 Rainbow Drive 54 Rainbow Drive December 23, 1983 (Plan Book 379/65), and Lot C—1
as shown on a plan also prepared for Valond. inc
7 Parker Road Centerville MA 02632
Bc?AnStc?Ab1& (Centerville), MC?SS, dated April 13, 1984 (Plan Book 382152).
f
Osterville MA 02655 ...,,�
(508) 420-3994 / 420-3995fox
0
www.copesurv.com -n
30 0 15 30 60 120 •rj
i
s Date: Scale: Field: WHK/MJD Review: RRL
December 18, 2013 1�t-30
Comp/Draft:RRL/WHK Drawing # C797g1 81x
/ I
• I a.
�•^�'N �"kt•�N r&S�d
7 7
b, , . �•
ZONE: '
I I RC � ••
Area (min. 87,120 SF (RPOD)
'�` Frontage (min) 20'
Width (min) 100' -
/ I Setbacks. ks5• ' y •a
Front 20' • k ��"
/ Side 10'
/ ,ills. Rear 10'
/
Edge of River l AL l / �iirN� FLOOD ZONE:
As Shown On Original c
/ I .�o � � l / � / h'oiim Zones A10(EL11), B, & C
Subdivision Plans Dated b l l l 1 rf Community Panel No.
May 6, 1974 & April 13, 1984 / / t / l l ¢
c,,, � l / / . , i #250001 0015 c
See PB 291/32 & 382152. / / v � / l / / l / / / / i // August 19, 1985 Location Map.
1"=2,000f'
to
I / /
/ AL - ���� 1 / l / / / l f' l /ii// ASSESSORS REF.:
Map 188 Parcels 148 & 149
9L
° Skeptic system OVERLAY DISTRICT:
I l \ ( s Buy t Card)
2o7f' ' ` , , I�\'1 I / AP — Aquifer Protection District
N. AL
ALS d
o
Slob
Era29.7' \ `
/ FEMA Zone Line 1�� � \ . \ \ \ \ \ � \ `'` ?..,..:::::•,::: 2 S S � /
/ As Shown On FIRM 1Q�EL too \\\ \ \ \ \ \ \ \ ` \+..;;;;;;;:;.: Owe y /,tom LEGEND:
Panel 250001 0015 C P P \ \ \ �l"C1 p $�?L�
\ rev August 19, 1985 // \ o��
o
—ohw—Overhead Wires
25 —Elevation Contour
Utility Pole
{ / Fir \ \ \ \ ` \` t` '' �• p r
Guy Wire
f Light Post
/ °a / \\ \ \\ j \ \ 1 .j •... .....` *J, � ' b ® Catch Basin
Hydrant
_ .... / OO MN — Mog Nail
/
FEMA �26 / �. Coniferous tree
B // �� b� TBM Er=27.92'
/ roio'y`es�'� I �(/� fl top of MN Deciduous Tree
S / �
V
N Rainbow
/ John J 111 & Maureen een G Hufnagle Q
(40' Wide Private Way)
r uw Dnve
e r K!µ.411 CB/DH
Lr27.59 Fnd
NO' A b •ems, R,a0.00
JL
,
#: d IA, M /Find
Title: PREPARED BY: PREPARED FOR: Notes/Revision:
Plan Showrng� ProposedAdd%t%or� CapeSurvIrene S Haney 1.) The property line information shown was
a ey
compiled from available record information. �-
At 54 Rainbow Drive 54 Rainbow Drive rt
2.) The structures shown were located by an
/� ` )WC?SS.
7 Parker RoadCenterville MA 02632 on—the—ground survey performed on or
ar/ /st��/ Osterville MA 02655 between 121SEP112 and 181SEP112e (Cen terville),
(508) 420-3994 / 420-3995fax
www.copesurv.com 3. The datum used is approximate Mean Sea
30 p 15 30 60 120 Level Datum (MSL) based on the Town of �•..L
Barnstable GIS mapping.
Date: Scale: �� � Field: WHK/MJD _ Review: RRL pp' g.
October 18, 2012 1 =30
Comp/Draft: RRL/WHK Drawing # C797g1
i