HomeMy WebLinkAbout0107 MELBOURNE ROAD C
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IPostThis Card So That it is Visible'From,tFie Street h Approved'Plans Must be Retained`on Job and't is Card Must be Kept I
Posted Until Final Inspection Has Been Made.
.659 A,m
Where 6-Certificate of,:Occupancy is Required,such.Building shall Not be Occupied until a Final,lnspection has beery made :- irermit
Permit NO. B-19-4008 Applicant Name: JEFFREY WRAGG Approvals
Date Issued: 12/02/2019 Current Use: Structure
Permit Type: Building.-Alteration INTERIOR Work Only- Expiration Date: 06/02/202.0 Foundation:
Residential Map/Lot: -268-251 Zoning District: RB Sheathing:
Location: 107 MELBOURNE ROAD, HYANNIS Contractor Name:: , JEFFREY L WRAGG Framing: 1
Owner on Record: PRZYGODA, DAVID J 1R& HOPPE, KELLY Contractor License i CS-075746 2
Address: 107 MELBOURNE RD -
Est. Project Cost: $30,000.00 Chimney:
HYANNIS, MA 02601 Permit Fee:
$203.00
Description: finish basement with family room/office/laundry room `. Insulation:
I Fee Paid: $203.00
Project Review Req: NO SLEEPING IN BASEMENT i Date 12/2/2019 Final:
Plumbing/Gas
Rough Plumbing:
��,,Building Official
Final Plumbing:
This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance.
All work authorized by this permit shall conform to the approved application and theapproved construction documents for which this permit has been granted. Rough Gas:
All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes.
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 Final Gas
work until the completion of the same.
Electrical
The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit.
r*
Minimum of Five Call Inspections Required for All Construction Work: , .. 1 � � Service:
1.Foundation or Footing
2.Sheathing Inspection i Rough:
3.All Fireplaces must be inspected at the throat level before firest flue lining is installed
4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final:
5.Prior to Covering Structural Members(Frame Inspection)
Low Voltage Rough:
6.Insulation
7.Final Inspection before Occupancy
Low Voltage Final:
Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health
Work shall not proceed until the Inspector has approved the various stages of construction.
Final:
"Perso WL TtFactting with unregistered contractors do not have access to the guaranty fund" (asset forth in MGL c.142A).
Fire Department
`ter Building plans are to be available on site
Z' ���• Final:
All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT
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Office of Consumer Affairs&Business Regulation
HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only
TYPE:Individual before the expiration date. If found return to
Registration'>, Expiration Office of Consumer Affairs and Business Regulation
- 149773'' 02/21/2020 10 Park Plaza-Suite 5170
I JEFFREY WRAdG 'j ,Boston,MA 02116
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JEFFREY L.W RAGG '+ �!L �IV'.-:,��.�—',,���"'-���A
54 EILEEN STREET
-7��.'1_.—-;._i,��-''"��,"k"-..�,��,_-'�7,,",_-4'�.��;..x''4'���r,
YARMOUTHPORT,MA 02675 Undersecretary tt�ut signature
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- Commonwealth of Massachusetts ° -
I Division of Professional Licensure }
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il� Board of Building Regulations and Standards f
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Const�utibt� fSp�rvisor
IS �}. .� r
'� . CS-075746 s pires:09I20/20, 7 - t
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JEFFREY L VWRAGG i
_ 54 EILEEN St ; ��k iry
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The Commonwealth of Massachusetts
Department of IndushialAccidents
1 Congress Street,Suite 100
Boston,MA 02114 2017
UV www.massgov1dia
`Workers'Compensation Insurance Affidavit:Ruilderts/Contractors/Electricians/Flumbers.
TO BE FILED WIT®THE PE181bd nING ADT13o18I'rY.
Applicant Information etd
"n Please Print Lbly
Name(Business/Organization/Individual): .J&1 FIcn r4
Address: SDI L I LC C)J 5 i
City/State/Zip: �( (/c1Yl��fJ f ly+r Phone#:
Are you an employer?Check the appropriate box: 'Type of project(required):
I.®I am a employer with employees(full and/or part-time).* 7. ®lt)ew construction
2.tI am a sole proprietor or partnership and have no employees working for me in $. ®Remodeling
any capacity.[No workers'comp.insurance required.]
3.®I am a homeowner doing all work myself.[No workers'comp.insurance required.)t 9. ®Demolition -
4.0I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10®Building addition
ensure that all contractors either have workers'compensation insurance or are sole 11.[]Electrical repairs or additions
proprietors with no employees. 12.[],Plumbing repairs or additions
5.®1 am a general contractor and I have hired the subcontractors listed on the attached sheet.These13.�ROOf repairs
sub-contractors have employees and have workers'comp.insurance?
6. we area ration and its officers have exercised their right of ex 14.®Other
® corporation gh exemption per RhGL c.
132,§1(4),and we have no employees.[No workers'comp.insurance required.)
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
t Homeowners who submit this affidavit indicating they are doing all work and then hue outside contractors must submit a new affidavit indicating such.
tContractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.
d ant an employer that is providing workers'compensation insurance for my employees Below is the policy rand job site
information.
Insurance Company Name:
Policy#or Self ins.Lic.#: Expiration Date_:
Job Site Address:__ /07 MaSuAk, &A City/State/Zip: a
Attach a copy of the workers'compensation policy declaration page(showing the policy miifimber and expiration date).
Failure to secure.coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00
and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a
day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance
coverage verification.
8 do hereby cer*i sand act'peains and penalties of perjury that the information provided above is true and correct
Si e: Date:
Pho a#:
C�Pwc,w Use only. Do,not write in this area,to be completed by city or tower ojywaL
City or'Town: Permit/License#
Issuing Authority(circle one):
1.Board of health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector
6.Other
Contact Person: Phone#:
i
(107 Melbourne Rd, proposed basement family room/office)
700 Sq. Ft.
2x6 & 2x4 framing with pressure treated sills
R19 kraft faced insulation in 2x6 walls
closed cell spray foam in 2x4 perimeter walls to envelope
Sheetrock walls
Hard ceiling height= 83"
Smoke / Co2 detector
Egress: Stairs to 1st floor/Bulkhead
Flooring: Laminate
Recessed led cans for mechanical light
Air exchange fan for mechanical air make up
3 existing hopper windows
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Applic adon N=bcr........ .'�.�.............�.... ..........
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B s 22
kMASS. Permit Fee.... . ?....................Other Fee........................
ti111�
G Total Fee Paid
Permit Approvalby........ie! .�. �............On...
TOWN OF BARNSTABLE
BUIELDINO PERMIT .. ... ..Pacoet...��.1
APPLICATION
Section 1 — Owner's Information.and Project Location
Project Address /®7 AELDOMr% Rrf VM=e
Owners Name bAVIO PIZ7-4 L700
Owners Legal Address /o-? /YAWL QW 1ZAA, RJ
city F�4/1WIy9S state MA- zip U
Owners Cell#, 50 3�-5�3� E-mail LAP?) Sid wA,ner.edW\
Section 2_Use of Structure
Use Group ❑ commercial Structure over 35,000 cubic feet
❑ Commercial Structure under 35,000 cubic feet
Single/Two Family Dwelling
Section 3—Type of Permit
❑ New Construction ❑ Move/Relocate ❑ Accessory Structure . ❑ Change of use
❑ Demo/(entire structure) K Finish Basement ElFamily/Amnesty ElFire Alarm
Rebuild ❑ Deck Apartment ❑ Sprinkler System
❑ Addition ❑ Retaining wall ❑ Solar
❑ Renovation ❑ Pool ❑ Insulation �ul`DING DEPT.
Other—Specify NOv
Section 4 -Work Description � gARNS1P,BLE
TOWN 0
Pr—
&e)huo w ATE Foo Rom o cL' D-0
T Act nrdate&2J92019
ApplicationNumber....................................................
Section 5—Detail
Cost of Proposed Construction 1630,E .d® Square Footage of Project '700
Age of Structure -73 t Dig Safe Number
# Of Bedrooms Existing 3 Total#Of Bedrooms(proposed) O
110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design
I
I
Section 6—Project Specifics
i
❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors
❑ Plumbing ❑ Gas Fire Suppression
❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom
3
3
Water Supply 54 Public ❑ Private
Sewage Disposal ❑ Municipal ® On Site
Historic District ❑ Hyannis Historic District ❑ Old Kings Highway
Debris Disposal Facility: YAM* DUA P I am using a crane ❑ Yes ❑ No
Section 7—FloodZone
Flood Zone Designation
Within or adjacent to a wetland, coastal bank? Yes ❑ No E9
Section 8—Zoning Information
Zoning District Proposed Use Lot Area Sq.Ft.
Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site)
Setbacks Front Yard Required Proposed
Rear Yard Required Proposed
Side Yard Required Proposed
Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No
Lag undated_2J9=19
Application Number...........................................
Section 9—.Construction Supervisor
Name_JL FPR8'i [A)U66 Telephone Number 71 4- .3S3 -d-7
Address -sL( 871 4e-W 51- state AA Tip oaoT
License Number 0.75711 License Type IA(Z Expiration Date
Contractors Email', ,eAQ we-6i —rP-w dd .cans Cell# 7 7`f` 3 K3
I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780
CMR the Massachusetts State Building Code. I understand the constr action inspection procedures,specific inspections and
documentation r 80 and the Town of Barnstable:Attach a copy of your license.
I .
Si Date I t-a6 -�
- Section-10—Home Improvement Contractor
Name j tr�'(%17. �1 Lj% Telephone Number
Address City State Tip
Registration Number 1 773 Expiration Date 4-M
I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780
CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and
docummentation required by 7 0 CMR and the Town of Barnstable.Attach a copy of your IUC...
Signature Date I(AG-�
Section 11—Home Owners License Exemption
i Home Owners Name:
Telephone Number Cell or Work Number
I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780
CMR the Massachusetts State Building Code. I understand the,construction inspection procedures,specific inspections and
i documentation required by 780 CMR and the Town of Barnstable.
ry:
Signature Date
g APPLICANT SIGNATURE
s
Si Date
Print Name e4rjy Cv Telephone Number
" E-mail permit to:
T e..F....A-d-d.n In^At 0
Section 12—Department Sign-Offs
Health Department ® Zoning Board(if required) ❑
Historic District ❑ Site Plan Review(if required) ❑
Fire Department ❑
Conservation ❑
For comunercid work,please take your plans directly to the fire deparbnent for approval
Section 13—Owner's Authorization
L , as Owner of the-subject property hereby
authorize to act on my behalt in all
matters relative to work authorized by this building permit application for:
(Address of job)
Signature of Owner date
. i
Print Name
i
•
3
1
a
' as
1
i
Last undated:2192018
.1. A A . 14 1
-1 - K 1
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Section 12.—Department Sign-M
Health Departrae rt Board(if rem)
Historic District 0 Site Pka-Rea e���fre d)
Fire Depa tent
Consvanon.
For'commerdd word please kke,yourplou'.do'ecdy to tAe we dep st forap, vmL-
I
Section.13-'t}wmee$Authorization
L qv T. P rq O d A.- ,as Ov mer of the subject;pmperty hereby.
authorize J-e CFrel ,4 Wr ,�-19, to.act.on iny b6haK. in all
matters relative to word authozd'by building pert#004 on for:
(Adi: sm ofjo )
dam
Pit Nary
3
lsstuads�:2/912019
TOWN OF BARNSTABLE.BUILDING PERMIT APPLICATION
cc,,�
ce pp
Map 'U l Parcel.I a Application
cati0�n #
Health Division Date Issued
Conservation.Division ; Application Fe
Planning Dept. Permit Fee
Date Definitive Plan Approved by Planning Board
Historic'- OKH _ Preservation/Hyannis
Project Street Address
Village
Owner !) AV -\& Q C 2 U A h a O. Address N 1)n
Telephone d,t - -1 371 • q 39
Permit Request 15 5 �� �-y (-oo V C dd 1 4-; b n
Square feet: 1 st floor: existing V56proposed 225 2nd floor: existing proposed 4—Total'new 1 Z 5
Zoning District Flood Plain Groundwater Overlay
Project Valuation 204 WO Construction Type Waa
Lot Size 23 Grandfathered: ❑Yes 0 No If yes, attach supporting documentation.
Dwelling Type: Single Family. ® Two Family ❑ Multi-Family(# units)
Age of Existing Structure M3 -3S c,5. Historic House: ❑Yes EU No On Old King's Highway: ❑Yes m No
Basement Type: C1 Full ❑ Crawl ❑Walkout ❑ Other
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft)
Number of Baths: Full: existing 'Z new Half: existing new
Number of Bedrooms: existing _new
Total Room Count (not including baths): existing to new First Floor Room Count
Heat Type and Fuel: 3 Gas ❑ Oil ❑ Electric ❑ Other
Central Air: ❑Yes ® No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No
Detached garage: ❑existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑existing ❑ new_ size_
Attached garage: ❑existing ❑ new size _Shed: m existing ❑ new size`��Other:
G r^
r -n
Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑
un
Commercial ❑Yes ® No If review#Ian site,es
Y p 0
Current Use - - - - - - _ Proposed-Use-_--- - -_ --- _ _ _-_co
-_ -- -
w rn
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
Name (� 40 e.W\Get r Oc e.W-to C-% s e5 Telephone Number -:74,06 ' '12t 'A WA
Address _ O l>O L -163 License# CS oaa a-13
A e c\iAk e. MA 0~7_6 3z Home Improvement Contractor# _).\.-I 9 y'3
Worker's Compensation # %NC A.o2S nJq 610
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE 77-2-L
r
F.
r
FOR OFFICIAL USE ONLY
t APPLICATION#
DATE ISSUED
fOAP/PARCEL NO. 1
ADDRESS VILLAGE 1
OWNER
DATE OF INSPECTION:
FOUNDATION ore--
FRAME P�—f 0
INSULATION
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
t 1
s GAS: ROUGH FINAL
,b FINAL BUILDING
4
DATE CLOSED OUT
i
ASSOCIATION PLAN NO.
i
Town of Barnstable
Regulatory Services
Thomas F. Geiler,Director
A 1679J 1.~e
T� BuBding Divis
ion
Thomas Perry, CBO,Building Commissioner
200 Main Street, Hyannis, MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fan: 508-790-6230
PLAN RENEW
Owner: Z�� Map/Parcel: ��
Project Address f "7 Builder: C67
The following items were noted on reviewing:
ot >
?--( ES O dZ STl2�
Revie"wed by:
Date: _ d
Q:Forms:Plnrvw
` The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of.investigations
tS00 Washington Street
Boston, MA 02111
www.mass.gov/dia t
Workers' Compeusation,Insurance A.£fidavitt Bugders/Contractors/Electri eLiAs/PZumbers
A_pplicant Information f91X-� 17 f—�— Please Print Le>Tibly
Name (Business/Orgm:Lizsrian/Individnal):
Address: ) —] /1 l
City/State/Zip: ,17 1t, LoraN ne.#: V erg
Are yon.an employer? Check the appropriate bo= Type of project(required):
1 I am a employer with q4. ❑ I am a general contractor and I
employees(hill and/or p time).
* have hired the 5nb-contractors 6' 0 New construction
2 ElI am a'sole proprietor or pactucr- on the axtached sheet 7• ❑Remodeling
ship and.have no employees These sub-contractors have g, ❑Demolition
wading for me.is any rapacity. crOployocs and have workers' 9. P' 'BuUdiuj addition
[No Workers' com�.•instnaneo comp..inaurance.t �
] y S. ❑ We are a corporation and its 10_❑El=b ical repairs or additions
3.0 l am a homeowner doing all work officers have exercised their l 1.❑Plmmbing repairs or additions
myself.[No workers' comp. right of exemption per MGL 12 ❑Roof repairs
in surance rcqu md.]1 F• 152, §1(4),and we havt no
employees. [No workers •13.0 Other ,
comp.insuimce required.)
•Any appIirant dul ehecl=box#1 must also Sri out the section blow sbowing their wades:compcasat}on policy infarroali=
t Homeowoas who submit this affidavit indicating tbay are doing elf work and thin biro outside caatiaetors must tubrmt a acw aMdavit indimting=IL
=Contractors that check this box mist ad=bcd as additional sheet tbowing the mine of the sub-outrect ns and dato wbether or not thost cntitirs have
employers. If the subtanhactorr have employees,they mutt prvvf de tbeir workers'comp.policy numbs.
I wit alt employer Hurt is providutg workers'compensation insurance for my employees, Below Is[he polity aria jab site
information.
Insurance,Company Name: A�lt+ &�iup*qo '
Policy#or Sclf-ins.Lic.#: ��CA' o u-O /g{o i p Expiration Datc: / 1
Job Site Address: City/Statc/Zip& - d -2-&a /
Attach a copy of the workers' compensation policy declaration page(showing•the policy number and expiration bate).
Failure to secure coverage as requiredunder Section 25A of MGL c. 152.can lead to the imposition of '**�iTal penalties of e
5na tip to$1,500.00 and/or one-year imprisonment, as well as civil penaltits in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day ag inst tho violator. Be advised that a copy of this sttatc=Ik may be forwarded to the Office of
Inyestintions of the MA for insa_rancc coverage verification.
I do hereby certify art a pacra.and penalties of perjury that the informadon provided above 4 true and correct:
Signature: Date: L3
Phonc .4-7,9 4nLX
OffcW use'only. Do not)yrite in this area, tb be completed by clay or town of`tctat
City or Town: Permit/License#
LcsuingAuthority(circle one):
1.Board of Health 2.Building Department 3.City/'Towu Clerk 4.Electrical Inspector 5.Plumbing Inspector
6. Other
Contact Person: Phone#:
f
ENERO Y CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR
ONE-AND TWO-FAMILY DETACHED RESLDENTIAL'CONSTRUCTION (780 CMR 61.00)
Applicant Name [ G—eyl��C 6) '76AfKlse5-5 Site Address: l3OU���- j
print
Town: ,.
Applicant Phone: <-;;v g ¢1-19 4O2b" f
Applicant Signature: •Date.of Appli6ation: d-
NEW CONSTRUCTION: choose ONE of the following two options)
780 CMR.TABLE 6107.1
PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR
NEW ONE- AND TWO-FAMIL,YBTJIL'DINGS
MAXIM_ UM MINIMUM _
Ceiling or Slab . -
❑r—� OptiOII 1: Basement
• Fenestration exposed Wall Floor Perimeter
Ti-factor floors. R-Value R-Value Wall R-Value AFUE. NSPF SEER
R-Vnlue
R-Value and Depth
Rntional Apellance arrgy
35 R-38 R-19 R-19 R-10
It'10, Conservation Act(NAECA)of
4 ft. 1987 as amended,minimums or
rnatcr ns a licablo
Note: This form is not required if you choose either of the two versions ofREScheek.as.listed below.
❑ Option 2: �. REScheck Version`4.1.2 or later variant software analysis must'be completed
78.0 CMR b 107.3.2
REScheck-Web which can be accessed at http://www.tnergycodes.�oV/reschecly
npTrrol s O� �Ax,TERAT''rP*I S:TO. TING: T1I;,UTIVGS,.OV,LR'5: A.RS OI,D*
Buildings under S years old must use opfion#1 or#2 in New Construction section above: .
,omplete the following formula to determine the % of glazing:
(a) Gross Wall & Ceiling Area equals Formula: (100 x b_a)
SF
100 x - = d 3 % of glazing
.(b) Glazing area equals, �0� ' SF b
glazing is':5.40%•useAhe•chart bolow. If., laziri .,is�-;40'q/a proc,6ed to "SUNROOM" sectiGA
780 CMR TABLE 6101.3
PRESCRIZ'TIW ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING
LOW-RISE RESIDENTIAL,BUILDINGS
MAXIMUM � M>Z� '.
❑
Ceiling and Slab perimeter Fenestration Wall Floor Basement Wall
U-factor Exposed floors R-Value R-value R-Value ' R-Value
R-Value• and De of
.39 .R-37 a R-13 1 - R-19 R-10 R-10, 4 feet
R-30 ceiling insulation may be.used in place of R-37 if the insulation achieves the full R-value over the entire ceiling
area i.e.not com ressed over exterior galls, and includin an access openings).'
SUNROOM-An addition or alteration to lin existing building/dwellink unit where-the total
glazing area of said addition exceeds 40% of the combined gross wall and peiling area of the
addition,
Note:.Owner to fill out Consumer In ormafton Form found in Appendix 120.P
AIYC Guide to•YI%od Coizstruction in Hi,h -KizdAreas: 110 friph kvirrdzolze
Massachusetts Clieddist for 1CoMoJiance (78'0 Ci14R 5301.2.1.1)'
Check
Compliance
1.1 SCOPE
WindSpeed•(3-sec.gust). ................................................ ........... ................................................ 110 mph ✓
WindExposure Category............... .........................:..... ................................................................. B
Wind Exposure Category................Engineering Required For Entire Project... .................................0
1.2 APPLICABILITY
Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) _'stories 5 2 stories
..(Fig 2 ..................
Roof Pitch ........... ...:.................................................... ( 9 ) .............. 4 `• _W512:12
Mean Roof Height ................. ........................................(Fig 2)...................I............................ f vft 5 33' ✓
BuildingWidth',W ..........................I............................... ....(Fig 3)............................................... ft :580' ✓
....:
-Building Length,L ...............................................................(Fig.3)................................................... /�'ft._<80,
Building Aspect Ratio (L/W) ....................:...........................(Fig 4)...............,..............•...................��:�b
Nomin,al.Height of Tallest Opening :.....(Fig 4).................:. ...................... !O
.............................. ....
1.3 FRAMING CONNECTIONS
General compliance with framing connections.:..................(Table 2).....................:..........................;..............
2.1 FOUNDATION
Foundation Walls meeting requirements of 780•CMR 5404.1
Concrete......... . . ......... .....................................
ConcreteMasonry.................................................................... ...............................................................
2.2 ANCHORAGE TO FOUNDATION"
518"Anchor Bolts=imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only
Bolt Spacing—general............................... .....;.(Table 4)........................................... in.
Bolt Spacing from endrjoint of plate .............................(Fig 5)...................................._/in._5 6"—12", y
Bolt Embedment—concrete..........................:..............(Fig 5)..................................................7 in. k 7'
Bolt Embedment—masonry..................:. .......(Fig 5)............r................... in.Z 15'
Plate Washer.................................................................(Fig 5)............................. .z 3"x X x'/,"
3.1 FLOORS
Floor framing member spans checked ..........................:....(per 780 CMR Chapter 55)...................................
Maximum Floor Opening Dimension.....................................(Fig 6)................ ..0 ft:5 12'
Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..:............ ......... .........
Maximum Floor Joist Setbacks
Supporting Loadbearing Walk;or Shearwatl (Fig 7)............................ :............L ft.5 d
Maximum Cantilevered Floor Joists
Supporting Loadbearing Walls'or Shearwall................(Fig 8)........................... ......... ............ eft <d. �✓
Floor Bracing at Endwalls..........................I.........................(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/_i field
4.1 WALLS
•f Wall Height
Loadbearing walls.......... ..........................................(Fig 10 and Table 5)......................... aft.s 10' ✓
Non-Loadbearing walls..........•..........,'.........................(Fig 10 and Table 5).......................... i T 5 20' —�
Wall Stud Spacing ................. .(Fig 10 and Table 5)....I.............. .�In. 5 24'o.c.
Wall Story Offsets .....................
................... 7&8)............................................ — ft S d ✓
4.2 EXTERIOR WALLS' ,
Wood Studs
Loadbearingwalls.........................................................(Table.�)............................._fix - ft in. ✓
Non-Loadbearing walls ............................ .......(Table 5)..................... ....2x r - �ft. in.
Gable End Wall Bracing
Full Height Endwall Studs............................................(Fig 10). ...... ....................................
WSP•Attic Floor Length.................:...........................: .(Fig 11 ! /
'Gypsum Ceiling Length(if WS('hot used).......... :(Fig 11).................................. --�—ft 0.9W C
and 2.x4 Continuous Lateral'Brace @ 6 ft. o.c; (Fig11),...... ..................................: ft 0 9W
or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking.@ 4 ft..spacing 1h end joist or truss bays .
Double Top Plate
.
Y
Splice Length
...:.......:............................................(Fig 13 and Table 6):................................... ft i
Splice Connection (no. of 16d common nails)..............(Table 6)...........................
f
AHIC Guide to Wood Corrsrmctiou hi High Whid Areas: 110 mpii Wind Zouc
Ma* ssachusetts Cheeldist for Compliance (780 CRIR 5301.2.1':))' ,
Loadbearing Wag Connections
Lateran no.of 16d common nails ...... ables 7 i
Non=Loadbearing Wall Connections
Lateral(no.of 16d common halls),.'. ...... ..(Table 8)
-,Load Bearing Wall Openings(record•largest opening but check all openings for corripllance to Table 9)
Header Spanss .....:........:....................I....(Table 9)...............................:.. ft—in.51.1' '<
Sill Plate Spans ..............................I.........................(Table 9).................................. ft_in.s 11'
Full Height Studs no, of'studs ... able 9
Non-Load Bearing Wall Openings(record largest opening but check.all.openings for compliance to Table 9)' ,
Header Spans..................:............................................(Table 9)..................................=f#=ln.s 12'
Sill Plate Spans............................................................(Table 9)................................ min.512.
Full Helght.Studs (no. of studs)....................................(Table 9)........................:...............................
Exterior Wail Sheathing to Resist Uplift arld Shear Simultaneously'r
Minimum Building Dimension, W
Nominal Height of Tallest Opening2 .:........ ....:..................:..............................I... ..
SheathingType........ .................................(note 4). .............. .....................................tA/N. 1>
Edge Nail Spacing................ ......... . .......(Table 10 or note 4 if less)...................... ._ in.
w..
Field Nail Spacing............................;.........::..(Table 10).,............................................... L i✓ in.
Shear Connection(no, of 16d.common nails.(Table 10)..............:.:.:.................:................�,o
Pprcent Full-Height Sheathing...................:...(Table 10)....................... °
5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts)....................
Maximum Building Dimension, L
NominalHeight of Tallest Opening2.....................I......... .......................I..... .......... c gig•
Sheathing Type..............................................(note.4).....:.......:......:. .
Edge Nail Spacing ,- �
....(Table 11 or note 4 if less) in.
Field Nail Spacing............:...........................,.:(Table 11).........:....................................... iV In..
Shear Connection (no.of 16d common.nails)(Table 11)............. �(�?��...............:. '..........� s.
Percent Full-Height Sheathin .. able 11
5%Additiohal Sheathing for Wall with Opening>6'8"(Design Concepts)..............:.
Wall Cladding
Rated for Wind Speed?...................
......................................................:....:...................................
............
i ROOFS
Roof framing member spans checked?..................:.....(For Rafters use AWC Span Tool,see.BBRS Website)
Roof Overhang ...................................................(Figure 19).............. ft s smaller of 2'or L/3
Truss or Rafter Connections at Loadbearing Walls
Proprietary Connectors
Uplift.................................................(Table 12). ...,................. .......U= !2 pif
Lateral....... .....:..., ..,(Table 12).... .................... ..... ..L plf
Shear..... ............................. . :(Table 12).......f.:;..................................S=�plf
Ridge'Sirap Connections, if collar ties not pled per page 21... (Table 13).......................::......T= plf
...........(Figu�e20).............
Gable Rake Outlooker:............................:. ^ft s smaller of 2'or U2.
Truss or Rafter Connections-at NQh-Loadbearing Walls
Proprietary Connectors
Uplift.......................:........................ able 14
Lateral(no.of 16d common nails)...(Table 14).................. =....................L 1b.
Roof Sheathing.Type.......::.......:...................:..............(per 780 CMR'Chapters 58 aWn.
9)............ —'
Roof Sheathing Thickness. .........................................:...:.:.. ...:........ ....
Roof Sheathing Fastenin ..................................... IV. ..7/16"WS�
rhis checklist shall be met in Its entirety, excluding the specific exception noted in 2, to comply with the requirements of
'80 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
°qujred per the WFCM 110 mph Guide:
a. Steel Straps per Flgvre P. {
b. 20 Gage Straps per Figure 11
c. Uplift Straps per Figure 14
d. All Straps per Figure 1z '
e. Comet.Stud Hold Downs per Figure 18a and Figure 1.8b
cception;Opening heights of up to 8 ft. shall be permitted when 5'%is added to th'e.percent full-height sheathing
qulrerrients shown in Tables 10 and 11.
ie bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade.
i
0
ENTERPRISES, LLC
J.P. MACOMBER& SONS
Post Office Box 763
Centerville, MA 02632
July 22,2008
To Whom It May Concern:
Tom O'Rourke is a full-time employee currently employed by Capewide
Enterprises, LLC.
Please feel free to contact me should you have any questions or concerns.
Sincerely,
Richar Capen
Capewide Enterprises
Owner rn
21-0
OV
I a
s°
q Y
t to } � ft A 4
Phone: 508.428.4028 ,
Fax: 508.428.3928
Rich@CapewideEnterprises.com r ""
Joao@CapewideEnterprises.coin
www.CapewideEnterprises.com
Nassachusetts- Department of Public S:ifetN
_ . Board of Building Regulations and Standards i.
Construction Supervisor License
License: CS 55178
ReVricted to: 1 G
THOMAS J OROURKE i
9'TREASURE LN
,MASHPEE,MA 02649
Exp,iratioW..,6/2/2610
('unuiissiunc� Tr#c 26316
1 Restricted to: 1 G .
00- Unrestricted
1G-1 2 Family Homes
Failure to possess a current edition of the
Massachusetts State Building Code I
is cause for revocation of this license.
Refer to: WWW.Mass.Gov/DPS
J
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.g
,p ✓fee {oo�nmcanurect�lJ� o�✓�aaaar/u�aek3
�\ Board of Building Regulations and Standards
License or registration valid for individul use only
HOME IMP OVEMENT CONTRACTOR before the expiration date. If found return to: :Sa�
Regist[ 100032 Board of Building Regulations.and Standards
_ 8/2010 Tray 267943 One Ashburton Place Rm 1301
O.T.
DE Boston,Ma.02108 ,?
O'ROURKE BUIL 1�16
Thomas O'Rourk \
'
9 TREASURE LAND
MASHPEE MA 02649y�� Administrator No lid withott signature j
a 'Ii'
.. ,,,.�. ......c:,i ...c eU.t.nt .cva.ii!iLuv.+.i4.6C_Y•'yt .w�cFV:Y,.. .,5:.';:J..v.cJ,6.'- ..ia R..,.:• Sai.:.tS;.'� 4u,,.;a%:�.v, / %s�' l•!�a.}i!Jr�.66G.Cui;+:Ur yr.,::e:�AA'+XA.G,,,. '.
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PRODUCER
Client#:51439 '
ODUCER n CERTIFICATE OF LIABILITY INSURANCE
DATE(MhVDD/YYYY)
O4/15/O6
Rogers&Gray Ins. Plymouth THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
341 Court Street
ONLY AND CONFERS.NO RIGHTS UPON THE CERTIFICATE
HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR
P.O.Box 3700 ALTER THE CO
VERAGE
E AFFORDED BY THE POLICIES BELOW.
Plymouth,MA 02361-3700
INSURED INSURERS AFFORDING COVERAGE NAIC#
Capewide Enterprises LLC INSURERA: Firemen's Ins.Company of Washington
PO Box 763 INSURER S: Acadia Insurance
Centerville,MA 02632 INSURER C:
INSURER D:
.COVERAGES INSURER E:
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING
ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TERMS,.EXCLUSIONS AND CONDITIONS OF SUCH.
T NSR TYPE O7INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION
A GENERALLIABCPA0215624 LIMITS
04/3q/0804/30/09EACH OCCURRENCE stO00000
X COMMERCDAMAGE TO RENTED
cLA)M $250 000
MED EXP(Any one perecn) $5 000
PERSONAL&ADV INJURY $1,000 OOO
GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 42 0OO OOO
POLICY PROT LOC PRODUCTS=COMP/OPAGG S2 OOO OOO
B AUTOMOBILEUABILfTY MAA021$62510
04/20/08 04120/09 ANY AUTO COMBINED SINGLE LIMIT
ALL OWNED AUTOS (Ea accident). $1,000,000
X SCHEDULED AUTOS BODILY INJURY
X HIREDAUTOS (Perpernon) $
X NON-OWNED AUTOS BODILY INJURY
(Per accident) $ '
OPERTDAMAGE' $ .
GARAGEPer
LIABILITY M)
ANY AUTO AUTO ONLY-EA ACCIDENT $ .
OTHER THAN EAACC $
B, EXCESS/UMBRELLA LIABILITY AUTO ONLY: AGG $ -
CUA021562710 04/20/68'
X OCCUR O� MADE 04/20/09 EACH OCCURRENCE $2 000 0O0
AGGREGATE
DEDUCTIBLE $
X- .RETENTION.. $10000 S.
B WORKERS COMPENSA71ON AND WCA025610610 . 04114/OB 04/14J09 X $
EMPLOYERS'.LIABILITY WC STATU OTH-
ANY PROPRIETOR/PARTIJER/EXECUTiVE
If yes,describbee under OFFICEWMnder FJ(CLUDED9 E.L.EACH ACCIDENT S560 000 'SPECIAL PROVISIONS belowE.L.DISEASE•EA EMPLOYEE $500 000
-
OTHER E.L.DISEASE-POLICY LIMIT $500 000
DESCRIPTION OF OPERATIONS./LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS
CERTIFICATE HOLDER
CANCELLATION
*,Town of Barnstable DPW SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TkE EXPI
200 Main Street RATION
DATE THEREOF,THE ISSUING WILL ENDEAVOR TO MAIL
_1(L` oAVs IYUp►7'TEN
Hyannis,MA 02601 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO 00 SO SHALL
IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR
REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE
ACORD 25(20011")1 of 2 #S35390/M35379
DAC 0 ACORD.CORPORATION 1998
�oF1Her�� Town of Barnstable.
Regulatory Services
BARN STABLE, Thomas F.Geiler,Director
�AlfDrrtA�A, Building]Division
Tom Perry, Building Commissioner
200 Main Street, Hyannis,MA 02601
www-town.barnstable.ma.us
Office: 508-862-4038 Fax: 50.8-7.90-6230
Property Owner Must
Complete and Sign This Section •
If Using ABuilder
w ,l
,as Owner of the subject property
hereby authorize Jo
/lA (ht iSC o act on my behalf,
in all matters relative to.work authorized by this building permit application for: .
'r Mel twe �
ly �v
(Address of Job)
2a O
Signattire of Owner nate
OAv;dV• �rZ dA
Print Name
Q:FoP MS:o WNERPERMI53ION
REScheck Software Version 4.1.3
Compliance Certificate
Project Title: Pryzola Residence
Report Date:06/26/08
Data filename:C:1Documents and SettingsXPryzola.rck
Energy Code: 2000 IECC
Location: Hyannis, Massachusetts
Construction Type: Single Family
Glazing Area Percentage: 11%
Heating Degree Days: 6137
Construction Site: Owner/Agent: Designer/Contractor:
107 Melbourne Rd. Capewide Enterprise
Hyannis,MA
Compliance:1.5%Better Than Code Maximum UA:68 Your UA:67
h
Ceiling 1:Flat Ceiling or Scissor Truss 231 30.0 0.0 8
Skylight 1:Wood Frame:Double Pane with Low-E 7 0.380 3
Wall 1:Wood Frame,16"o.c. 405 13.0 0.0 29
Window 1:Wood Frame:Double Pane with Low-E 46 0.340 16
Floor 1:All-Wood Joist/Truss:0ver Unconditioned Space 231 19.0 0.0 11
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 2000 IECC requirements in
REScheck Version 4.1.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name-Title Signature Date
r ,
Project Title: Pryzola Residence Report date:06/26/08
Data filename:C:1Documents and SettingslPryzola.rck Page 1 of 4
• 5
REScheck Software Version 4.1.3
Inspection Checklist -
Date:06/26/08 -
Ceilings:
❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation
Comments:
Above-Grade Walls:
❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation
Comments, -
Windows: x
❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No t
Comments:
Skylights:
❑ Skylight 1:Wood Frame:Double Pane with Low-E,U-factor.0.380
#Panes_Frame Type Thermal Break? Yes—No
Comments:
Floors:
❑ Floor 1:AII--Wood Joist/rruss:Over Unconditioned Space,RA9.0 cavity insulation
Comments:
Air Leakage:
❑ Joints,penetrations,and alt other such openings in the building envelope that are sources of air leakage are sealed.
❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5 clearance from combustible
materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation.
Vapor Retarder:
❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
Materials Identification:
❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions.
Materials and equipment are identified so that compliance can be determined.
❑ 'Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
❑ Insulation Raralues and glazing U-factors are clearly marked on the building plans or specifications.
❑ Insulation is installed according to manufacturers instructions,in substantial contact with the surface being insulated,and in a manner
that achieves the rated R-value without compressing the insulation.
Duct Insulation: - R
❑ Ducts in unconditioned spaces are insulated to at least R-5.Ducts outside the building are insulated to at least R-6.5.
Duct Construction:
❑ All joints,sears,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or
tapes.Tapes and mastics are rated UL 181A or UL 181B.
Exceptions:
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in._w.g.(500 Pa).
❑ The HVAC system provides a means for balancing air and water systems.
Temperature Controls: '
Project Title: Pryzola Residence Report date:06/26/08
Data filename:C:1Documents and SettingslPryzola.rck Page 2 of 4
Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or
cooling input to each zone or floor is provided.
Service Water Heating:
Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or
is part of a circulating system.
Circulating hot water pipes are insulated to the levels in Table 1.
Circulating Hot Water Systems:
Circulating hot water pipes are insulated to the levels in Table 1. `
Swimming Pools:
All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable
sources.Pool pumps have a time clock.
Heating and Cooling Piping Insulation:
HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2.
' a '
Project Title:Pryzola Residence Report date:06/26/08
Data filename:C:\Documents and Settings\Pryzola.rck Page 3 of 4
Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes
Insulation Thickness in Inches by Pipe Sizes
Non-Circulating Runout§ Circulating Mains and Runouts
Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2"
Temperature(°F)
170-180 0.5 1.0 1.5 2.0
140-169 0.5 0.5 1.0 1.5
100-139 0.5 0.5 0.5 1.0
Table 2:Minimum Insulation Thickness for HVAC Pipes
.Insulation Thickness In inches by Pipe Sizes
Fluid Temp. 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4"
Piping System Types Range(°F)
Heating Systems
Low Pressure/Temperature 201-250 1.0 `- 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any. 1.0. 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0
Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD:(Building Department Use Only)
r
I
Project Title: Pryzola Residence Report date:06/26/08
Data filename:C:Vocuments and SettingslPryzola.rck Page 4 of 4
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REFERENCES
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t 10,1113 SQ. FT. / _ DEED BOOK 12511 PAGE 329 -
PLAN BOOK 250 PAGE 153-
47.33'
- BENCH MARK — .TOP OF
CONC. BND. EL. = 38.3
SUNSET TERRACE
j PLOD" PLAN
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DAVID & KELLY PRZYGODA
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q 980„ No.465 MAY 22, 2008 .:
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DATED DANIEL A. OJALA, PE, PLSElm
0. 110 20 30 40 50 FEET
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GENERAL NOTES: z
A. 1. Before final Drawings and Specifications are issued for FRONT ELEVATION r �
co
construction,they shall be submitted to all governing building
M agencies to insure their compliance with all applicable local and OP
national codes. If code discrepancies in Drawings and/or Q Z pp
Specifications appear,the Designer shall be notified of such Z O N
discrepancies in writing by Builder or building official,and i L CD Z —
allowed to alter Drawings and Specifications so as to comply 00
00 (n O
with governing codes before construction begins. ® W J X W Lo
2. Upon written receipt of approval from the governing official, Q �
06
approved final Drawings and Specifications shall be submitted J Z m 05
co
to the Builder by the Designer._ Q O O F-
3. If code discrepancies are discovered during the construction F— U W d
process, Designer shall be notified and allowed ample time to 1 4) W otS f1
remedy said discrepancies. Q
4. All work performed shall comply with all applicable local,state 0 U LLo
g g Cn O
I
i and national building codes,ordinances and regulations,and W
00
I 0 all other authorities having jurisdiction. Following is a partial -- a. - 0
list of applicable codes in force:
a. Massachusetts State Building Code,780CMR,7th edition,
1/1/2008 r .
{ B. All contractors,subcontractors,suppliers,and fabricators,shall be
responsible for the content of Drawings and Specifications and for
the supply and design of appropriate materials and work
performance. -
C. All manufactured articles, materials and equipment shall be applied, 1
installed,erected, used,cleaned and conditioned in strict
accordance with manufacturers recommendations. -
D. All alternates are at the option of the Builder and shall be at the
Builder's request,constructed in addition to or in lieu of the
typical construction, as indicated on Drawings.
;
RIGHT ELE`,vATION 00o
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2
DATE 6/26/08
DRAWN BY SPB/PAB
OUTLINE OF DECK----------------- - - - ------ REVISIONS:
------------------------------------------------------
DRAWING NUMBER
REAR ELEVATION]
Al
i
i
i
I
i
j
I
I
EXTEND EXISTING DECK ------
10'-0° 01 15'0" .
5'-0" 6-0" 7'-41/2" 7'-71/2"
i
RE-USE ; ^
CN235
EXISTING
SLIDER
Z
00
° ° I LL M
co
II 3 I ^ 00
BATH I I---- --~ -----------------------------
BATH ---- N Z U N
! I I g LA (D z I— o0
Oco
it II X
qI pU) 0w �
BEDROOM _
II J z m 00
DINING ROOM `' <
KITCHEN b- O O w
\/ I � � U
T I SKYLIGHT
I I o q 'n z fn er
FAMILY ROOM �' '' J w °� Q
L
`1
w EL 0
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I-
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a
5 - - - - - - a
------------ ---------- x
---------- DN
------ �5
TW28310 TW28310
i
LIVING ROOM
i
BEDROOM
BEDROOM
Z 0
O
z
4 0 7_p 4'0" w
lie
15'-0" Z w
U
p
O z m
t= w
FIRST FLOOR PROPOSED Z
p
Q W jQ
p 02
w g mC
wz
C O 2z
O a 0 �
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i
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SCALE 1/4"=V-0"
DATE 6/26/08
DRAWN BY SPB/PAB
i
1
REVISIONS:
i
DRAWING NUMBER
A2
r
2X10 RIDGE
12
MATCH TO
EXISTING
PITCH 2X8 RAFTERS
2X8 CEILING JOISTS
J
J
Q
FAMILY ROOM
VAULTED CLG. ?
12
MATCH
PITCH ASPHALT ROOF SHINGLES _
1/2"PLYWOOD CDX f'
g
2X8 RAFTER —- -—
2X8 FLOOR JOISTS r
.- 7'-1: 7'-1"
ROOF FRAMING HURRICANE TIES 3 2X10 BEAM CRAWL SPACE
DRIP EDGE O
Rao INSULATION 3/4"AGGREGATE W/ 10"CONCRETE FILLED
—ALUM.GUTTER 6 MIL VAPOR BARRIER SONOTUBE 4'-0"BELOW
1X8 FASCIA PINE GRADE Z
2"SOFFIT VENT — - -— 00
t'M
1X8 SOFFIT PINE
2X6 NAILER MATCH EXISTING DECK A oo CO
22X4 TOP PLATE SECTION A DEPTH;VERIFY IN FIELD - ------
' , Q Z M
R13 INSULATION 2X4 WALL W/1/2"OSB
I
LIB Z 0 0 cm
WALL SHEATHING
00
'00, 7 6 T 6 cf) E— 0) O
W J X Q Lo
i ------------------- 4--------------------- ----=------- -- ----Li J Q W
I L1J 0CC) °6 od .
A co
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�—SIDING 8"X4-0 CONCRETE,WALL I I p Z
L ~ U
� i BELOW GRADE W/2,0"X10" w � W °� Q �
3/4"PLYWOOD R19 INSULATION
2X4 BOTTOM PLATE co I I I ' CONT.
CONCCRAWL SPACE .FOOTING Q
TS
2X8 FLOOR JOIS O
WUi 3/4 AGGREGATE W/ Z O
2X6 P.T.PLATES W/SILL SEAL 6 MIL VAPOR BARRIER ' F' L0
5/8"X 18"GALV.ANCHOR i i
BOLTS @ 6'-0"O.C. I , BEAM
OOCKETI I I
CRAWL SPACE i ;-------i (TYP.) ' d
'- --�'-- --J=---=---- ' -- I I p
Z GRADE -- ==0-===-----
------- ---------
POCKET I
3/4"AGGREGATE W/ BEAM I I
POCK ' 7'-2" --- --- 7'-2"
6 MIL VAPOR BARRIER I
- 8"POURED CONCRETE I
' g 3 1/2"CONC.FILLED i r
FOUNDATION WALL �
LALLY COLUMN W/BASE.
2X4 KEYWAY ' m AND CAP PLATE(TYP.)
OZ W/2'X2'X1'CONC.PAD
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11
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u- i--------------------------- z
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CONC.FOOTING 20"X10" O
MATCH NEW FOUND.
Z ELEVATION W/EXISTING ' Q
TYPICAL N E TI � i FOUND.ELEVATION
SECTION O
1
W i Z
NTS W
I �
z U o
NEW WALLS = O
1 z
W W
EXISTING WALLS = Q Q Z
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-------------------- _
fW g m u
a. z
It
^�^ EL T 1
FOUNDATION PLAN
SCALE 1/4-1'-w
i
DATE 6/26/08
DRAWN BY SPB/PAB
REVISIONS:
DRAWING NUMBER
A3
i
2X8 P.T. DECK JOISTS @ 16" O.C.
V CANTILEVERT m
-Z
1/2"X6"CARRIAGE
BOLTS 32"O.G. o o v
CO m
n a
a co
x a a
M
ROLL FLASHING
alb di Lh th di III III
GALV. HANGER
2X8 P.T.JOIST
---------- - --- --- --- --- --- --- ---
3/4"PLYWOOD SPACER
I , ,
FINISHED PINE
,
1
1 I
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I
1 co
z Q Q M
CO
1
co
O z O O N
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EXTERIOR DECK CONNECTION o w Q Lo=)X LLI
LL M
SCALE: 1"=1'-0" i U)
m co
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X i w ob
Q
W I Q V
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MATCH NEW FLOOR JOIST �
O coELEVATION W/EXISTING W
2X8 RAFTERS/CEILING JOISTS @ 16"O.C. 1 FLOOR JOIST ELEVATION pC a. L0
-- -- -----, . --- --- --_ — — — — — — _-- --- -- -,i
- I 1 Lu
X4 POST DN j
H
O 1
II
i i r i6Ji i i i Lil
1 I 1 I JI ----j -
O0 Lu o� W 2X8 FLOOR JOISTS @ 16 O.C.
cn C6FLOOR FRAMING PLAN U)
1 1 I I I I I I I 1 1 I 1
I 1 I 1 I I 1 I 1 I 111 Z
W I 1 I I I I 1 I I I 111 O
I 1 f 1 I I I I I I III _
I I I Lyl 1 I I I I I I L
Q 1 1 1 -I I I 1 III
4X4 POST DN I I I o 1 1 1 I I r 1 I i I O
II N Z W
1 , I ' O U 0
1 I 1
1 Ii L M
0 1 W
m I , Z
z Q W D Q
0 0c 02
g m
w
I J
O O WZ
11
0 _T
1 SCALE 1/4"=1'-0"
DATE 6/26/08
DRAWN BY SPB/PAB
I
ROOF FRAMING PLAN REVISIONS:
DRAWING NUMBER
A4
I