HomeMy WebLinkAbout0166 SHEAFFER ROAD yY
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TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
20
M Parcel 4 ,A lication #
Map : 1pp
Health Division Date Issued
Conservation Division Application Fee
Planning Dept. Permit Fee•
Date Definitive Plan Approved by Planning Board 6I&f�{
Historic - OKH = Preservation / Hyannis
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Project Street Address
Village C JG�N�'V4 i c.-V._17__
Owner i hP A $--MP tt - MC-CPnU!=:E�j Address `6G
Telephone � 'g�It 2-8^11 76£ � L _ ► " ���63Z
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Permit Request ft-i,o L�
i-44y,s��'
Square feet: 1 st floor: existing pr posed 2nd floor: existing_proposed O Total new 't0
Zoning District Flood Plain Groundwater Overlay
Project Valuations ono Construction Type
Lot Size �O Grandfathered: ❑Yes ANo If yes, attach supporting documentation.
Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) �'—"—
_
Age of Existing Structure � Historic House: ❑Yes XNo On Old King's Highway �Yes 5-1
No
Basement Type: XFull ❑ Crawl ❑Walkout ❑ Other " ;
{ ;M
Basement Finished Area(sq.ft.) 722 Basement Unfinished Area (sq.ft)r, 72 7— =-
Number of Baths: Full: existing . new CO Half: existing Q i new
Number of Bedrooms: existingC new a M
Total Room Count (not including baths): existing _ new First Floor Room Count
Heat Type and Fuel:XGas ❑ Oil ❑ Electric ❑Other
Central Air: ❑Yes XNo Fireplaces: Existing I New 0 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:NJ existing ❑ new size7O Other:
Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑
Commercial ❑Yes ❑ No If yes, site plan review #
Current Use Proposed Use
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
GCS � g ^ Z-90
Name X L-L-A enA �A CX PW =� Telephone Number � � 4 Zg- 1 k-TL9
Address ��� S — License #
O2632 Home Improvement Contractor#
Worker's Compensation #
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
S i 2 i
SIGNATURE �I/ /Gv` DATE 1
' t
FOR OFFICIAL USE ONLY
J
t APPLICATION#
s t
DATE ISSUED
MAP/PARCEL N0.:..
{
-
-
ADDRESS. VILLAGE
OWNER.
DATE OF INSPECTION:
;9
FRAME 7 88 1
_'ANS:ULATION��-761
, 5
FIREPLACE
ELECTRICAL: ROUGH FINAL
S PLUMBING: ROUGH FINAL
; y
GAS w I� .-ROUGH GOAK -a f3ir,. FINAL
F_I_NAL BUILDING x ,;f-"3�# t_�
DATE CLOSEDpOUT,.'._ ? .:
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j _
t ASSOCIATION PLAN NO.
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Town-of Barnstable
THE
Regulatory Services
Thomas F. Geiler, Director
"tBAM Building Division
Tom Perry, Building Commissioner
200 Main Street, Hyannis, MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
HOMEOWNER LICENSE EXEMPTION
Please Print
DATE: 5/lG 12-0 r r
JOB LOCATION:
1 number street village
HOMEOWNER": SUD -2&0 -3�75'
name `r 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 Bamstable Building Department
minimum inspection procedures and requirements and that he/she will'comply witlrsaid procedures and
r
re V�im
Signature of Homeowner
Approval of Building Official
i
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 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such
work,that such Homeowner shall act as supervisor."
Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,
Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly
when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed
Supervisor. The homeowner acting as Supervisor is ultimately responsible.
To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,
that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by
several.towns. You may care t amend and adopt such a form/certification for use in your community.
s
Q:forms:homeexempt
OF THE T,
�` oT
F
• BARNSTXBLF—
MAS& Town of Barnstable
Regulatory Services
Thomas F. Geiler, Director
Building Divisio
Thomas Perry, CB
Building Commissi ner
200 Main Street, Hyanni ,MA 02601
www.town.barnst ble.ma.us .
4 Office: 508-962-4038 F
Fax: 508-790-6230
Property wner Must
Complete an Sign This Section
If Us' g A Builder
1, as Owner of the subject property
hereby authorize to act on my behalf,
in all matters relative to work authoriz by this building permit application for:
(A dress of b)
� _ I
Signature of Owner Date
Print Name
If Property Owner is applying fQ� permit,please complete the Ho eowners License Exemption Form on the
reverse side.
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C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Intemet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc
Revised 072110
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Page 2 of 3
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4/5/2011
I ' :
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
3j
Map Parcel btlo j Permit# 1 7 3 1
Health Division —-� 3 � o,5 10 f P4�(���, AF`r ,� ' �E Date
�i Issued `2 Z--O
Conservation Division S a 10( PjA�23 Am Fee ?Q 4-
37: Q�Q� �p
Tax Collector n, A �'1`°LX��TIFdG- =, �a
Treasurer �� `� niViRini, 'k--:..:. l0FBED -$
Planning Dept. Checked in By
Silly
Date Definitive Plan Approved by Planning Board Approved By
Historic-OKH Preservation/Hyannis
Project Street Address ea ck t Ake tqe Cb o c�
Village
� �Owner 64ts
Telephone
Permit Request �J �� 1 'A'A
Square feet: 1st floor: existing�21 proposedSa 2nd floor: existing proposed Total new
Valuation f L Zoning District Flood Plain Groundwater Overlay
Construction Type � J
Lot Size rsc� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family Two Family ❑ Multi-Family(#units)
Age of Existing Structure _ Historic House: ❑Yes 'XNo On Old King's Highway: ❑Yes No
Basement Type: gFull ❑Crawl O Walkout Cl Other
Basement Finished Area(sq.ft.) r11-1- Basement Unfinished Area(sq.ft) r. C 2
Number of Baths: Full: existing new Half:existing new
Number of Bedrooms: existing new _
Total Room Count(not including baths): existing new Z First Floor Room Count
Heat Type and Fuel: ❑Gas ❑Oil XElectric ❑Other
Central Air: ❑Yes XNo Fireplaces: Existing (,Z9 New Existing wood/coal stove: ❑Yes ❑ No
Detached garage:❑existing O new size Pool:❑existing ❑new size Barn:❑existing ❑new size
Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other:
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes XNo If yes, site plan review#
Current Use ) - Proposed Use P1tQ'1)
BUILDER INFORMATION
4 I
Name 1�S � lephone Numbe-� �_d-r
dd ss 6 su> License#
Home Improvement Contractor# 4;)� 21 -l
Worker's Compensation#
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO r �H
SIGNATURE DATE Zt
rt _
s
FOR OFFICIAL USE ONLY
t -
PERMIT NO. }
DATE ISSUED -
MAP/PARCEL INTO. J
ADDRESS r - - VILLAGE '
OWNER '
DATE OF INSPECTION:
FOUNDATION p Y �d l U S Y1 u d l�
ti
FRAME Y -I 4-U S
i
INSULATION l -U
FIREPLACE
ELECTRICAL: ROUGH'. FINAL
PLUMBING: 'ROUGH FINAL 7-1
GAS: ROUGI FINAL. $
FINAL BUILDING t �
4j
DATE CLOSED OUT'W'qAE
ASSOCIATION PLAN CO. ,
- f -
1
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a
The Town ®f Barnstable • .
BARNSTABLE. ,
MASS. a Department of Health Safety and Environmental Services
%6}A ,0b
°rEGMP�► Building Division
367 Main Street,Hyannis,MA 02601
)MO. 508-862-4038
ax: 508-790-6230
!
PLAN REVIEW
Owner: W. All a.0 1 e Map/Parcel: Co
Project'Address: , _Co_r Builder:G�'Ca y_
The following items were noted'on reviewing:
C
—Fig o-V 14 sZ (, I V I
Reviewed by:
r Date: 24 LiL.S '
. - . . 1.
_- _ �1.+bsv-• off- �wr+i✓o�.�T.tu�cr'�laC�
' �./+•fes�'se�.t•�y G'ec.�"ri'�y.T.•vL►�' T�•''8' _. cs�/
G LL. OR
1��� .. .' ' _.... . _ ��7�Vi:l.'r/iv' �GgOil�b Yam/ S .•
��jN OF AqAS�'y �ocfY1� 301' .
I '
. . . -Town.of.B armstable
°;. Regulatory Services
t» sMMBIZ, Thomas F.Geller,Director . .
v busa $
ham. Building Division
ToasPerry; Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town barustable;ma.us _
Office: 508-862-4038 Fax: 508-790-6230
Property Owner Must
Complete and Sign This Section
If Using ABuilder
144f CA_�(R ,as Owner of the subject property
.
hereby eb authorize:'. F� rr?�c f C �j (o GC� .to act on my behalf,
in all rnatters relative to work authorized by this building pernvt application for:
(Address of Job)
Signature of Owner e
�`�/
CC�B��
•Print-Na me
RESIDENTIAL BUILDING PERMIT FEES
i APPJLICATION FEE ,
New Buildings $100.00
Residential Addition $50.00
Alterations/Renovations $50.00
Building Permit Amendment $25.00 2 g 3
FEE VALUE WORKSHEET
NEW LIVING SPACE
VO square feet x$96/sq.foot= Z x.0041= —T
plus from below(if applicable)
A,LTERATIONS/RENOVATIONS OF EXISTING SPACE
square feet x$64/sq.foot= x.0041=.
plus from below(if applicable)
P ) . .
GARAGES(attached&detached)
square feet x$32/sq.ft.= x.0041=
ACCESSORY STRUCTURE>120.sq.ft.
>120 sf-500 sf $35.00
>500 sf-750 sf 50.00
>750 sf- 1000 sf 75.00
>1000 sf- 1500 sf 100.00
>1500 sf-Same as new building permit:
_square feet x$96/sq.foot= x.0041==
STAND ALONE PERMITS
Open Porch x$30.00= .
(number)
Deck
_x$30.00=
(number)
Fireplace/Chimney x$25.00
(number)
Inground Swimming Pool $60.00
Above Ground Swimming Pool
Relocation/Moving $150.00
(plus above if applicable) permit Fee 2 C7
Projcost
Rev:063004
Mufti-Span Floor Beam(2003 International Building Code(01 NDS))Ver:6.00.7
By:Jay Malaspino,CAD Designs on:03-15-2005:08:29:39 AM
Protect: GHCC MCCAULEY-Location: rear deck girder
Summary:
(3) 1.5 IN x 7.25 IN x 23.0 FT(10+6.5+6.5)/#2-Southern Pine-Wet Use
Section Adequate By:2.3% Controlling Factor:Section Modulus/Depth Required 7.17 In
*Laminations are to be fully connected to provide uniform transfer of loads to all members
Left Span Deflections: -
Dead Load: DLD-Left= 0.03 IN
Live Load: LLD-Left- 0.22 IN U552
Total Load: TLD-Left= 0.25 IN=U476
Center Span Deflections:
Dead Load: DLD-Center 0.00 1N
Live Load: LLD-Center- -0.06 IN=U1220
Total Load: TLD-Center- -0.07 IN=U1172
Right Span Deflections:
Dead Load: DLD-Right=: 0.01 IN
Live Load: LLD-Riqht= 0.08 IN.=U1008
Total Load: TLD-Right= 0.09 IN=U892
Left End Reactions(Support A):
Live Load: LL-Rxn-A= 1287 LB
Dead Load: DL-Rxn-A= 234 LB
Total Load: TL-Rxn-A=` 1521 LB
Bearinq Length Required(Beam only,support capacity not checked): BL-A= 0.89 IN
Center Span Left End Reactions(Support B):
Live Load: LL-Rxn-B= 3794 •LB
Dead Load: DL-Rxn-B= 667 LB
Total Load: TL-Rxn-B= 4461 LB
Bearing Length Required(Beam only,support capacity not checked): BL-B= 2.82 IN
Center Span Right End Reactions(Support C):
Live Load: LL-Rxn-C= 3779 LB
Dead Load: DL-Rxn-C= 586 LB
Total Load: TL-Rxn-C= 4365 LB
Design For Uplift Loads(Includes Uplift Factor of Safety) Rxn-C-min= -161 LB
Bearing Length Required(Beam only,support capacity not checked): BL-C= 2.56 IN
Right End Reactions(Support D):
Live Load: LL-Rxn-D= 1447 LB
Dead Load: DL-Rxn-D= 236 LB
Total Load: TL-Rxn-D= 1683 LB
Design For Uplift Loads(Includes Uplift Factor of Safety) Rxn-D-min= -8 LB
Bearing Length Required (Beam only,support capacity not checked): BL-D= 0.99 IN
Dead Load Uplift F.S.: FS= 1.5
Beam,Data:
Left Span Length: L1= 10.0 FT
Left Span Unbraced Lenqth-Top of Beam: Lu1-Top 0.0 FT
Left Span Unbraced Length-Bottom of Beam: . Lu1-Bottom= 10.0 FT
Center Span Length: L2= 6.5 FT
Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT.
Center Span Unbraced Length-'Bottom of Beam: Lu2-Bottom= 6.5 FT
Right Span Length: L3= 6.5 FT
Right Span Unbraced Lenqth-Top of Beam: Lu3-Top= 0.0 _FT
Right Span Unbraced Length-Bottom of Beam: Lu3-Bottom= 6.5 FT
Live Load Deflect.Criteria: L/ 360
Total Load Deflect.Criteria: U 240
Left Span Loading:
Uniform Load:
Floor Live Load: FLL-1= 60.0 PSF
Floor Dead Load: FDL-1= 10.0 PSF
Floor Tributary Width Side One: Trib-1-1= 5.0 FT
Floor Tributary Width Side Two: Trib-2-1= 0.0 FT
Beam Self Weight: BSW= 8 PLF
Wall Load: Wall-1= 0 PLF
Total Live Load: wL-1= 300 PLF
Total Dead Load: wD-1= 50 PLF
Total Load: wT-1= 358 PLF
Center Span Loading:
Uniform Load:
Floor Live Load: fLL-2= 60.0 PSF
Floor Dead Load: FDL-2= 10.0 . PSF .
Floor Tributary Width Side One: Trib-1.2 5.0 FT
Floor Tributary Width Side Two: Trib-2-2= 3.0 FT
Beam Self Weight:. BSW= 8: PLF
Wall Load: Wall-2=, 0 PLF
Total Live Load: ' wL-2= 480 PLF
Total Dead Load: wD-2= 80 PLF
Total Load: wT-2= 568 PLF
1
Page:2
Multi-Span Floor Beam(2003 International Building Code(01 NDS)1 Ver.6.00.7
( By:Jay Malaspino,CAD Designs on:03-15-2005 : 08:29:39 AM
Project:GHCC MCCAULEY-Location:rear deck girder
Right Span Loading:
Uniform Load:
Floor Live Load: FLL-3= 60.0 PSF
Floor Dead Load: FDL-3= 10.0 PSF
Floor Tributary Width Side One: Trib-1-3= 5.0 FT
Floor Tributary Width Side Two: Trib-2-3= 3.0 - FT
Beam Self Weight: BSW= 8 PLF
Wall Load: Wall-3= 0 PLF
Total Live Load: wL-3= 480 PLF
Total Dead Load: wD-3= 80 PLF
Total Load: wT-3= 568 PLF
Properties For:#2-Southern Pine
Bending.Stress: Fb= 1200 PSI
Shear Stress: Fv= 175 PSI
Modulus of Elasticity: E= 1600000 PSI
Stress Perpendicular to Grain: Fc_perp= 565 PSI
Adjusted Properties
Fb'(Compression Face in Tension): FV= 1163 PSI
Adjustment Factors: Cd=1.00 Cm=0.85 CI=0.99 Cf=1.00 Cr=1.15
Fv': FV=' 170 PSI
Adjustment Factors:Cd=1.00 Cm=0.97
E': _ E'= 1440000 PSI
Adjustment Factors: Cm=0.90
Fc'_perp: Fc'_perp= 379 PSI
Adjustment Factors: Cm=0.67
Design Requirements: -
Controlling Moment: M= -3736 FT-LB
Over right support of span 1 (Left Span)
Critical moment created by combining all dead loads and live loads on span(s)1,2
Controlling Shear: V= 1966 LB
At a distance d from.left support of span 2(Center Span) .
Critical shear created by combining all dead loads and live loads on span(s) 1,2
Comparisons With Required Sections:
Section Modulus(Moment): Sreq= 38.55 IN3
S= 39.42 IN3
Area(Shear): Areq= 17.37 IN2
A= 32.63 IN2
Moment of Inertia(Deflection): Ireq= 93.23 IN4
1= 142.90 IN4
i
Multi-Span Floor Beam[2003 International Building Code(01 NDS)j Ver:6.00.7
F� By:Jay Malaspino CAD Designs on:03-15-2005
Project:GHCC MCCAULEY-Location: rear deck girder
Summary:
(3) 1.5 IN x 7.25 IN x 23.0 FT(10+6.5+6.5)/#2-Southern Pine-Wet Use
Section Adequate By:2.3% Controlling Factor:Section Modulus/Depth Required 7.17 In
LOADING DIAGRAM
W W W
A B C . D
Left Span = 10 ft Center Span =6.5 ft Right Span'=6.5 ft
Reactions
Live Load Dead Load Total Load Uplift Load
A` 128.7 Lb 234 Lb 1521 Lb O Lb
B 3794 Lb 667 Lb 4461 Lb 0 Lb
C 3779 Lb 586 Lb .4365 Lb -161 Lb
D 1447 Lb 236 Lb 1683 Lb -8 Lb
Left Span
Uniform Loading
Live Load Dead Load Self Weight Total Load
W 300 Plf 50 Plf 8 Plf 358 Plf
Center Span
Uniform Loading
Live Load Dead Load Self Weiaht Total Load
W 480 Plf 80 Plf 8-Plf 568 Plf
Right Span
Uniform Loading
Live Load Dead Load Self Weight Total Load
W 480 Plf 80 Plf >• 8 Plf 568 Plf`...
Floor Joistf 2003 International Building Code(01 NDS)1 Ver:6.00.7
By:Jay Malaspino,CAD Designs on:03-15-2005:08:30:05 AM
Proiect: GHCC MCCAULEY-Location: rear deck joist left side
Summary:
1.5 IN x 7.25 IN x 10.0 FT V- 16 O.C./#2-Southern Pine-Wet Use
Section Adequate By: 10.1% Controlling Factor;Section Modulus/Depth Required 6.91 In
Center Span Deflections:
Dead Load DLD-Center- 0.04 1N
Live Load: LLD-Center= 0.26 IN=U457
Total.Load: TLD-Center- 0.31 IN=U392
Center Span Left End Reactions(Support A):
Live Load: LL-Rxn-A= 400 LB
Dead Load: DL-Rxn-A= 67 LB
Total Load: TL-Rxn-A= 467 LB
Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.82 IN
Center Span Right End Reactions(Support B):
Live Load: LL-Rxn-B= 400 LB
Dead Load: DL-Rxn-B= 67 LB
Total Load: TL-Rxn-B= 467 LB
Bearing Length Required(Beam only,support capacity not checked): BL-B 0.82 IN
Joist Data
Center Span Length: L2= 10.0 FT
Floor sheathing applied to top of joists-top of joists,fully braced.
Live Load Duration Factor. Cd= 1.00
Live Load Deflect.Criteria: U 360
Total Load Deflect.Criteria: L1 240
Center Span Loading:
Uniform Floor Loading:
Live Load: LL-2= 60.0 PSF
Dead Load: DL-2 10.0 PSF
Total Load: TL-2= 70.0 PSF
Total Load Adiusted for Joist Spacing: wT-2= 93 PLF
Properties For:#2-Southern Pine
Bending Stress: Fb= 1200 PSI
Shear Stress: Fv= 175 PSI
Modulus of Elasticity: E= 1600000 PSI
Stress Perpendicular to Grain: Fc-perp= 565 PSI
Adjusted Properties
Fb'(Tension): Fb'= 1173 PSI
Adjustment Factors: Cd=1.00 Cm=0.85 Cf=1.00 Cr-1.15
FV: Fv'= 170 PSI
Adjustment Factors:Cd=1.00 Cm=0.97
E': E'= 1440000 PSI
Adiustment Factors: Cm=0.90
Fc'-perp: Fc'-perp= 379 PSI
Adiustment Factors: Cm=0.67
Design Requirements:
Controlling Moment: M= 1167 FT-LB
5.0 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live-toads on span(s)2
Controlling Shear: V= 411 LB'
At a distance d from left support of span 2(Center Span)
Critical shear created by combining all dead.loads and live loads on span(s)2
Comparisons With Required Sections:
Section Modulus(Moment): Sreq= 11.94 IN3
S= 13.14 IN3
Area.(Shear): Areq= 3.63 IN2
A= 10.88 IN2
Moment of Inertia(Deflection), Ireq= 37.49 IN4
47.63 IN4
f
Floor Joist[2003 International Building Code(01 NDS)]Ver:6.00.7
By:Jay Malaspino,CAD Designs on:03-15-2005
Project:GHCC MCCAU LEY-Location: rear deck joist left side
Summary:
1.5 IN x 7.25 IN x 10.0 FT @ 16 O.C./#2-Southern Pine-Wet Use
Section Adequate By: 10.1% Controlling Factor.Section Modulus/Depth Required 6.91 In
LOADING DIAGRAM
W
A B
Center Span =1Oft
Reactions
Live Load Dead Load Total Load Uplift Load
A 400 Lb 67 Lb 467 Lb 0 Lb
B 400 Lb 67 Lb 467 Lb 0 Lb
Center Span
Uniform Loading
Live Load Dead Load Total Load
W 60 Psf 10 Psf 70 Psf
Floor Joist[2603 International Building Code(01 NDS)1 Ver.6.00.7
/ By:Jay Malaspino,CAD Designs on:03-15-2005:08:30:14 AM
1 Proiect:GHCC MCCAULEY-Location: rear deck joist right side
Summary:
1.5 IN x 7.25 IN x 13.0 FT(10+3)A-12 O.C./.#2-Southern Pine-Wet Use
Section Adequate By:5.9% Controlling Factor. Moment of Inertia/Depth Required 7.11 In:
Center Span Deflections:
Dead Load: DLD-Center 0.03 IN
Live Load: LLD-Center 0.20 IN=U610
Total Load: TLD-Center- 0.22 IN=U539
Right Cantilever Deflections: -
Dead Load: DLD-Right= -0.02 IN
Live Load: -LLD-Right= -0.19 IN=2U381
Total Load: TLD-Right-- . -0.21 IN=2L/349
Center Span Left End Reactions(Support A):
Live Load: LL-Rxn-A= 300 LB
Dead Load: DL-Rxn-A= 45 LB
Total Load: TL-Rxn-A= 346 LB
Bearing Length Required(Beam only;support capacity not checked): BL-A= 0.61 IN
Center Span Right End Reactions(Support B):
Live Load: LL-Rxn-B= 507 LB
Dead Load: DL-Rxn-B= 84 LB
Total Load: TL-Rxn-B 592 'LB
Bearing Length Required(Beam only,support capacity not checked): BL-B 1.04 IN
Dead Load Uplift F.S.: FS= 1.5
Joist Data:
Center Span Length: L2= 10.0 FT
Right Cantilever Length: L3= 3.0 FT
Floor sheathing applied to top of joists-top of joists fully braced:
Live Load Duration Factor. Cd= 1.00
Live Load Deflect.Criteria: U 360
Total Load Deflect.Criteria: U • 240
Center Span Loading:
Uniform Floor Loading:
Live Load; LL-2= 60.0 PSF
Dead Load: DL-2= 10.0 PSF
Total Load: TL-2= 70.0 PSF
Total Load Adiusted for Joist Spacing: wT-2= 70 PLF
Right Cantilever Loading:.
Uniform Floor Loading:
Live Load: LL-3= 60.0 PSF
Dead Load: DL-3= 10.0 PSF
Total Load: TL-3= 70.0. PSF
Total Load Adiusted for Joist Spacing: wT-3= 70 PLF
Properties For.#2-Southern Pine -
Bending Stress: Fb= 1200 PSI
Shear Stress: Fv=. 175 PSI
Modulus of Elasticity: E= 1600000 PSI
Stress Perpendicular to Grain: Fc-perp= 565 . PSI
Adjusted Properties
Fb'(Tension): Fb'= 1173 PSI
Adjustment Factors:Cd=1.00 Cm=0.85 Cf=1.00 Cr=-1.15
FV: Fv= 170 PSI
Adjustment Factors: Cd=1.00 Cm=0.97
E': E'= 1440000 PSI
Adiustment Factors: Cm=0.90
Fc'-peril; Fc'-perp= 379 PSI
Adiustment Factors: Cm=0.67
Design Requirements:
Controlling Moment: M= '853 FT-LB
4.9 Ft from left support of span 2.(Center Span)
Critical moment created by combining all dead loads and live loads on span(s)2
Controlling Shear: V= 340 LB
At a distance d from right support of span 2(Center Span)
Critical shear created by combining all dead loads and live loads on span(s)2,3
Comparisons With Required Sections:
Section Modulus(Moment): Sreq= 8:72 IN3
S= 13.14 IN3
Area(Shear): Areq 3.00 IN2
A= 10.88 IN2
'Moment of Inertia(Deflection): Ireq 45.00 IN4
I= 47.63 IN4
rj Floor Joist[2003 International Building Code(01 NDS))Ver:6.00.7
1 By:Jay Malaspino,CAD Designs on:03-15-2005
Project:GHCC MCCAULEY-Location: rear deck joist right side .
Summary:
1.5 IN x 7.25 IN x 13.0 FT(10+3)@ 12 O.C./#2-Souther Pine-Wet Use
Section Adequate By:5.9% Controlling Factor.Moment of Inertia/Depth Required 7.11 In
LOADING DIAGRAM
Ar
A B
Center Span =10 ft Right Cantilever =3 ft
Reactions
Live Load Dead Load Total Load Uplift Load
A 300 Lb 45 Lb 346 Lb 0 Lb
B 507 Lb 84 Lb 592 Lb. 0 Lb
Center Span
Uniform Loading
Live Load Dead Load Total Load
W 60 Psf 10 Psf 70 Psf
Right Cantilever
Uniform Loading
Live Load Dead Load Total Load
W 60 Psf 10 Psf 70 Psf
i
I
Roof Seam[2003 International Building Code(01 NDS)I Ver.6.00.7
By:Jay Malaspino,CAD Designs on:03-15-2005:08:29:14 AM
Proiect: GHCC MCCAULEY-Location:front porch roof beam
Summary:
(3)1.5 IN x 9.25 IN x 16.0 FT /#2-Spruce-Pine-Fir Dry Use
Section Adequate By:63.5%' Controlling Factor Section Modulus/Depth Required 7.23'In
"Laminations are to be fully connected to provide uniform transfer of loads to all members
Deflections:
Dead Load: DLD= 0.20 IN
Live Load: LLD= 0.27 IN=L 721
Total Load: TLD= 0.46 IN=U416
Reactions(Each End):
Live Load: LL-Rxn= 600 LB
Dead Load: DL-Rxn= 441 LB
Total Load: TL-Rxn= 1041 LB
Bearing Length Required(Beam only,support capacity not checked): BL= 0.54 IN
Beam Data:
Span: L= 16.0 FT
Maximum Unbraced Span: Lu= 0.0 FT
Pitch Of Roof: RP= 0 12
Live Load Deflect.Criteria: U 240
Total Load Deflect.Criteria U 180
Roof Loading:
Roof Live Load-Side One: LL1= 25.0 PSF
Roof Dead Load-Side One: DL1= 15.0 PSF
Tributary Width-Side One: TW 1= 3.0 FT
Roof Live Load-Side Two: LL2= 25.0 PSF
Roof Dead Load-Side Two: DL2= 15.0 PSF
Tributary Width-Side Two: TW2= 0.0 FT
Roof Duration Factor. Cd 1.15
Beam Self Weight BSW= 10 PLF
Slope/Pitch Adiusted Lengths and Loads:
Adiusted Beam Length: Ladi= 16.0 FT
Beam Uniform Live Load: wL= 75 PLF
Beam Uniform Dead Load: WD_adi= 55 PLF
Total Uniform Load: wT= 130 PLF
Properties For:#2-Spruce-Pine-Fir
Bending Stress: Fb= 875 PSI
Shear Stress: Fv= 135 PSI
Modulus of Elasticity: E= 1400000 PSI
Stress Perpendicular to Grain: Fc_perp= 425 PSI
Adjusted Properties
Fb'(Tension): Fb'= 1273 PSI
Adjustment Factors:Cd=1.15 Cf=1.10 Cr=1.15
FV: Fv'=- 155 PSI
Adiustment Factors:Cd=1.15
Design Requirements:
Controlling Moment: M= 4164 FT-LB
8.0 ft from left support
Critical moment created by combining all dead and live loads.
Controlling Shear: V= 958 LB
At a distance d from support. '
Critical shear created by combining all dead and live loads.
Comparisons With Required Sections:
Section Modulus(Moment): Sreq 39.25 IN3
S= 64.17 IN3
Area(Shear): . Areq= . 9.25 IN2
A= 41.63 IN2
Moment of Inertia(Deflection): Ireq= 128.46 IN4
1= 296.79 IN4
✓r r. '!,
1
Roof Beam[2003 International Building Code.(01 NDS)]Ver.6.00.7
By:Jay Malaspino, CAD Designs on:03-15-2005
Project: GHCC MCCA.ULEY-Location:front porch roof beam
Summary:
(3) 1.5 IN x 9.25 IN x 16.0 FT /#2-Spruce-Pine-Fir-Dry Use
Section Adequate By:63.5% Controlling Factor:Section Modulus/Depth Required 7.23 In
LOADING DIAGRAM
W
A B
Span = 16 ft
Reactions
Live Load Dead Load Total Load Uplift Load
A 600 Lb 441 Lb 1041 Lb 0 Lb
B 600 Lb _ 441 Lb 1041 Lb 0 Lb
Span
Uniform Loading
Live Load Dead Load Self Weight Total Load
W 75 Plf 45 Plf 10 Plf 130 Plf
r
Roof Beam[2003 International Building Code(01 NDS)I Ver.6.00.7
By:Jay Malaspino,CAD Designs on:03-15-2005:08:29:23 AM.
41 Project:GHCC MCCAULEY-Location: ridge beam
Summary:
1.75 IN x 14.0 IN x 16.0 FT /Versa-Lam 3100 Fb SP-Boise Cascade
Section Adequate By: 11.6% Controlling Factor:Section Modulus/Depth Required 13.25 In
Section may not be readily available.
Deflections:
Dead Load: DLD= 0.33 IN
Live Load: LLD= 0.53 IN= U363
Total Load: TLD= 0.86 IN =U223
Reactions(Each End):
Live Load: LL-Rxn= 2300 LB
Dead Load: DL-Rxn= 1441 LB
Total Load: TL-Rxn= 3741 LB
Bearing Length Required(Beam only, support capacity not checked): BL= 2.52 IN
Beam Data:
Span: L= 16.0 FT
Maximum Unbraced Span: Lu= 0.0 FT
Pitch Of Roof: RP= 0 12
Live Load Deflect. Criteria: U 240
Total Load Deflect. Criteria:. U 180
Roof Loading:
Roof Live Load-Side One: LL1= 25.0 PSF
Roof Dead Load-Side One: DL1= 15.0 PSF
Tributary Width-Side One: TW1= 5.75 FT
Roof Live Load-Side Two: LL2= 25.0 PSF
Roof Dead Load-Side Two: DL2 15.0 PSF
Tributary Width-Side Two: TW2= 5.75 FT
Roof Duration Factor: Cd= 1.15
Beam Self Weight: BSW= 8 PLF
Slope/Pitch Adjusted Lengths and Loads:
Adjusted Beam Length: Ladi= 16.0 FT
Beam Uniform Live Load: wL= 288 PLF
Beam Uniform Dead Load: WD adj= 180 PLF
Total Uniform Load: wT= 468 PLF
Properties For:Versa-Lam 3100 Fb SP-Boise Cascade
Bending Stress: Fb= 3100 PSI
Shear Stress: Fv= 290 PSI
Modulus of Elasticity: E= 2000000 PSI
Stress Perpendicular to Grain: Fc—perp= 850 PSI
Adjusted Properties
Fb'(Tension): Fb'= 3504 PSI
Adjustment Factors: Cd=1.15 Cf=0.98
FV: Fv'= 334 PSI
Adjustment Factors:Cd=1.15
Design Requirements:.
Controlling Moment: M= 14965 FT-LB
8.0 ft from left support
Critical moment created by combining ail dead and live loads.
Controlling Shear: V=. 3217 LB
At a distance d from support. .
Critical shear created by combining all dead and live loads.
Comparisons With Required Sections:
Section Modulus(Moment): Sreq= 51.24 IN3
S= 57.17 IN3
Area(Shear): Areq= 14.47 IN2
A= 24.50 IN2
Moment of Inertia(Deflection): Ireq 323.19 IN4
1= 400.17 IN4
, f
rr. Roof Beam[2003 International Building Code(01 NDS)]Ver:6.00.7
By:Jay Malaspino,CAD Designs on:03-15-2005
Project: GHCC MCCAULEY-Location: ridge beam
Summary:
1.75 IN x 14.0 IN x 16.0 FT /Versa-Lam 3100 Fb SP-Boise Cascade
Section Adequate By: 11.6% Controlling Factor Secton Modulus/Depth Required 13.25 In
LOADING DIAGRAM
W
A B
Span 16 ft
Reactions
Live Load Dead Load Total Load Uplift Load
A 2300 Lb 1441 Lb 3741 Lb 0 Lb
B 2300 Lb 1441 Lb 3741 Lb 0 Lb
Span
Uniform Loading
Live Load Dead Load Self Weight Total Load
W 288 Rif 172 Rif 8 Rif 468 Rif
r Multi-Span Floor Beam[2003 International Building Code(01 NDS))Ver:6.00.7
By:Jay Malaspino,CAD Designs on:.03-15-2005:08:29:30 AM
Proiect: GHCC MCCAULEY-Location:front porch deck girder
Summary:
(2) 1.51Nx5.5INx16.0FT(8+8)/#2-Southern Pine-Wet Use
Section Adequate By:51.9% Controlling Factor.Section Modulus/Depth Required 4.46 In
Center Span Deflections:
Dead Load: DLD-Center- 0.01 IN
Live Load: LLD-Center 0.10 IN=U987
Total Load: TLD-Center- 0.11 IN=U879
Right Span-Deflections:
Dead Load: DLD-Riqht= 0.01 IN
Live Load: LLD-Right= 0.10 IN=U987
Total Load: TLD-Right= 0.11 IN=U879
Center Span Left End Reactions(Support A): -
Live Load: LL-Rxn-A= 315 LB
Dead Load: DL-Rxn-A= 57 LB
Total Load: TL-Rxn-A= 372 LB
Design For Uplift Loads(Includes Uplift Factor of Safety) Rxn-Amin= -7 LB
Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.33 IN
Center Span Right End Reactions(Support B):
Live Load: LL-Rxn-B= 900 LB
Dead Load: DL-Rxn-B= 190 LB
Total Load: TL-Rxn-B= 1090 LB
Bearing Length Required(Beam only,support capacity not checked): BL-B= 0.96 IN
Right End Reactions(Support C):
Live Load: LL-Rxn-C= 915 LB
Dead Load: DL-Rxn=C= 498 LB
Total Load: TL-Rxn-C= 1413 LB
Bearing Length Required(Beam only,support capacity not checked): BL-C= 1.24 1N
Dead Load Uplift F.S.: FS= 1.5
Beam Data:
Center Span Length: L2= 8.0 FT.
Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT
Center Span Unbraced Length-Bottom of Beam: W2-13ottom= 8.0 FT
Right Span Length: L3= 8.0 FT
.Right Span Unbraced Length-Top of Beam: Lu3-Top= 0.0 FT
Right Span Unbraced Length-Bottom of Beam: Lu3-Bottom= 8.0 FT
Live Load Deflect. Criteria: / 360
Total Load Deflect. Criteria: L/ 240
Center Span Loading:
Uniform Load:
Floor Live Load: FLL-2= 60.0 PSF
Floor Dead Load: FDL-2= 10.0 PSF
Floor Tributary Width Side One: Trib-1-2= 1.5 FT.
Floor Tributary Width Side Two: Trib-2-2= 0.0 FT
Beam Self Weight: BSW= 4 PLF
Wall Load: Wall-2= 0 PLF
Total Live Load:. wL-2= 90 PLF
Total Dead Load: wD-2= 15 PLF
Total Load: wT-2= 109 PLF
Right Span Loading:
Uniform Load:
Floor Live Load: FLL-3= 60.0 PSF
Floor Dead Load: FDL-3= 10.0 PSF
Floor Tributary Width Side One: Trib-1-3= 1.5 FT
Floor Tributary Width Side Two: Trib-2-3= 0.0 FT
Beam Self Weight: BSW= 4 PLF
Wall Load: Wall-3= 0 PLF
Total Live Load: wL-3= 90 PLF
Total Dead Load: wD=3= 15 PLF
Total Load: wT-3= 109 PLF
Point Load
Live Load: PL-3= 600 LB
Dead Load: PD-3= 441 LB
Location(From left;end of span): X-3= 8.0 FT
Properties For:#2-Southern Pine
Bending Stress:. Fb 1250 PSI
Shear Stress: Fv= 175 PSI
Modulus of Elasticity: E= 1600000 PSI
Stress Perpendicular to Grain: FcJierp= " 565 PSI
Adjusted Properties
Fb'(Compression Face in Tension); , Fb'= . 1051 PSI
Adjustment Factors: Cd=1.00 Cm=0.85 CI=0.99 Cf=1.00
Fv': Fv'= 170 PSI
Adjustment Factors:Cd=1.00 Cm=0.97
" Page:2
Multi-Span Floor Beam[2003 lntemational Building Code(01 NDS)1 Ver.&00.7
By:Jay Malaspino,CAD Designs on: 03-15-2005:08:29:31 AM
Project:GHCC MCCAULEY-Location:front porch deck girder
E': . E'= 1440000 PSI
Adjustment Factors: Cm=0.90
Fc'_perp: Fc'_perp= 379 PSI.
Adjustment Factors: Cm=0.67
Design Requirements:
Controlling Moment: M= -872 FT-LB
Over right support of span 2(Center Span)
Critical moment created by combining all dead loads and live loads on span(s)2, 3
Controlling Shear. V= 501 LB
At a distance d from left support of span 3(Right Span)
Critical shear created by combining all dead loads and live loads on span(s)2,3
Comparisons With Required Sections:
Section Modulus(Moment): Sreq= 9.96 IN3
S=' 15.13 IN3
Area(Shear): Areq= 4.43 IN2
A= 16.50 IN2
Moment of Inertia(Deflection): . Ireq= 15.17 IN4
1= 41.59 IN4
Multi-Span Floor Beam[2003 International Building Code(01 NDS))Ver:6.00.7
By:Jay Malaspino,CAD Designs on:03-15-2005
y' Project:GHCC MCCAULEY-Location:front porch deck girder
Summary:
(2) 1.5 IN x 5.5 IN x 16.0 FT(8+8)/#2-Southern Pine-Wet Use
Section Adequate By:51.9% Controlling Factor.Section Modulus/Depth Required 4.46 In
LOADING DIAGRAM
P1
W W
A B C
Center Span =8 ft Right Span =8 ft
Reactions
Live Load Dead Load Total Load Uplift Load
A 31.5 Lb 57 Lb 372 Lb -7 Lb
B 900 Lb 190 Lb 1090 Lb 0 Lb
C 915 Lb 498 Lb 1413 Lb 0 Lb
Center Span
Uniform Loading
Live Load Dead Load Self Weight Total Load
W 90 Plf 15 Plf 4 Plf 109 Plf
Riqht Span
Uniform Loading
Live Load Dead Load Self Weight Total Load
W 90 Plf 15 Plf 4 Plf 109 Plf
Point Loading
Live Load Dead Load Location
P1 600 Lb 441 Lb 8 Ft
it
Permit Number
REScheck Compliance Certificate Checked By/Date
Massachusetts Energy Code
REScheckSoftware Version 3.5 Release le
Data filename: C:\Program Files\Check\REScheck\GHCC mccauley.rck
CITY:Centerville(Barnstable)
STATE:Massachusetts
HDD:6137
CONSTRUCTION TYPE: 1 or 2 Family,Detached
HEATING SYSTEM TYPE:Other(Non-Electric Resistance)
DATE:03/15/05
DATE OF PLANS:3/15/05
PROJECT DESCRIPTION:
McCauley Residence
Centerville,Ma
DESIGNER/CONTRACTOR:
Greater Harwich Construction Co.
Harwich,Ma.
(508)432-4360
COMPLIANCE:Passes
Maximum UA= 116
Your Home UA= 113
2.6%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1:Flat Ceiling or Scissor Truss 400 30.0 0.6 '13
Skylight:FS 306:Wood Frame,Double Pane with Low-E 19 0.370, .7
Wall 1: Wood Frame, 16"o.c. 668 13.0 0.0 48
Window:2840:Vinyl Frame,Double Pane with Low-E 23 0.340 8
Door:3068: Solid 22 0.350 8
Door:PS 6:Glass 40 0.310 12
Floor l:All-Wood Joist/Truss,Over Unconditioned Space 368 19.0 0.0 17
Furnace 1:Forced Hot Air;81 AFUE
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 Massachusetts-
Energy Code requirements in RES checkVersion 3.5 Release l e (formerly MECchecl and to comply with the mandatory
requirements listed in the RES checkInspection Checklist.
The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design
Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the
design load as specified in Sections 780CMR 1310 and J4.4.
Builder/Desigaer Date
REScheck Inspection Checklist
Massachusetts.Energy Code
REScheckSoftware Version 3.5 Release le
DATE:03/15/05
Bldg.
Dept.
Use
Ceilings:
[ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation
Comments:
Above-Grade Walls:
[ ] 1. Wall 1: Wood Frame, 16"o.c.,R-13.0 cavity insulation
Comments:
Windows:
[ ] 1. Window:2840: Vinyl Frame,Double Pane with Low-E,U-factor:0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?[ J Yes[ ]No
Comments:
Skylights:
[ ] 1. Skylight:FS 306:Wood Frame,Double Pane with Low-E,U-factor.0.370
For skylights without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes [ ]No
Comments:
Doors:
[ ] 1. Door:3068: Solid,U-factor:0.350
Comments:
] 2. Door:PS 6:Glass,U-factor:0.310
Comments:
Floors:
[ ] 1 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation
Comments:
Heating and Cooling Equipment:
[ J 1. Furnace 1:Forced Hot Air,81 AFUE or higher
Make and Model Number
Air Leakage:
[ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] When installed in the building envelope,recessed lighting fixtures
shall meet one of the following requirements:
1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture
and ceiling cavity and sealed or.gasketed to prevent air leakage into the unconditioned space.
2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cf n(0.944
Us).air movement from the the conditioned space to the ceiling cavity. The lighting fixture
shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled.
. � Vapor Retarder:
[. ] . Required on the warm-in-winter side o 1.f all non-vented framed ceilings,walls;and floors:
Materials Identification:
[ ] Materials and equipment must be identified so that compliance can be determined.
[ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[ ] Insulation R-values,.glazing U-factors,and heating equipment efficiency must be clearly marked on
the building plans or specifications.
Duct Insulation:
[ ] Ducts shall be insulated per Table J4.4.7.1.
Duct Construction:
[ ] All accessible joints,seams,and connections of supply.and return ductwork located outside
conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed
using mastic and fibrous backing tape installed according to the manufacturer's installation
instructions. Mesh tape may be omitted where gaps are less than 1/8 inch..Duct tape is not permitted.
[ ] The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
[ ) Thermostats are required 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 shall be provided.
Heating and Cooling Equipment Sizing:
[ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as
specified in Sections 780CMR 1310 and J4.4.
Circulating Hot Water Systems:
[ ] Insulate circulating hot water pipes to the levels in Table 1. .
Swimming Pools:
[ ] All heated swimming pools must have an on/off heater switch and require a cover.unless over 20%
of the heating energy is from non-depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
[ ] HVAC piping conveying fluids'above 120. OF or chilled fluids below 55 OF must be insulated to the
levels in Table 2.
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(F) Up to V Up to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 10
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 6.5 1.0
Table 2: Minimum Insulation Thickness for HVACPipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes .
Piping System Types Range F 2"Runouts V and Less 1.25"to 2" 2.5"to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 6.5 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, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 Iff 1.5 1.5
NOTES TO FIELD (Building Department Use Only)
o� roe Town of Barnstable
b Regulatory Services
Bnxivsras Thomas F.Geiler,Director
l ,��� Building Division
TED MP'�
Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
Fax: 508-790-6230
Office: 508-862-4038
Permit no.
Date
AFFIDAVIT
HOME LV2ROVEMENT CONTRACTOR LAW
SUPPLEMENT TO PERMIT APPLICATION
MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion,
improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied
building containing at least one but not more than four dwelling units or to structures which are adjacent to
such residence or building be done by registered contractors,with certain exceptions,along with other
requirements.
Type of Work: = F'R� Estimated Cost
Address of Work:_
Owner's Name:
Date of Application: 221
�2 —
I hereby certify that:
Registration is not required for the following reason(s):
[]Work excluded by law
FlJob Under$1,000
[]Building not owner-occupied
[]Owner pulling own permit
Notice is hereby given that:
OWNERS PULIMG THEIR OWN PERMIT OR DEALING WITH UNREGISTERED
CONTRACTORS FOR APPLICABLE�G��OME IMPROVEMENT
OR GUARANTY FUND UNDERMGL cE.X42A.
ACCESS TO THE ARBITRATION PR
SIGNED UNDER PENALTIES QFPERTWY
I hereby apply for a permit as the agent of the owner:
25
Contractor ame Registration No.
Date
OR
Date Owner's Name
Q:fom1s:homeaffidav
Town of Barnstable s�
Regulatory Services
was _ Thomas F.Geiler,Director .. C 6 A�iSTABLE
,B Di
Elbert UlshoeGerBuMng Commissi F U.
"" �� 1 P I'
367 Main Street, Hyannis,MA 02601
Office:.508-862-4038
Fax: 508-79M230
SHED REC3ISTRATIOAT
120 square feet or lew
\66 S+ Pt+�- C' .c-c �R-✓ L.,._� %Aft- 0 2.6 3 2
Location of shed(address) Village
Property owner's name Te ephone number
12
x 1..fyr 1Z, P U�
\O
Size of Shed Map/Parcel#
t`t n4
Signature Date -
Hyannis Main Street Waterfront Historic District?
Old King's Highway Historic District Commission jurisdiction?
Conservation Commission(signature required)
PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE
COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE.
PLEASE SEE THE APPROPRUTE COMMISSION FOR DETAILS-
THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN
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Assessor's map and lot n r ........................04 .......
SEPTIC SYS t'
f� IN STALLED IN COMIAI
o - ........................ WITH AR
TtCLE It STATE
Sewage Permit number ............................
S�, IITe� 'Y C� D ;1N
�QyoFTHE.r T0WN OF BAD. ABLE
i BAWSTSDLE. i
° am Ar. � r BUILDING INSPECTOR
16
APPLICATION FOR PERMIT TO ........ ./�!'....................... ... ........... .....................................
TYPE OF CONSTRUCTION ........ ? f .l '..r•
j.. ..�................,TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a permit according to the following information:
® .1 .. ��. .io ..... "r .lf4� ��/�...............................................
Location .... ... .... ......... ......... .... � r
A
ProposedUse ......... AOA.t.........................................................................................................................
ZoningDistrict ...... 4r ..�..................................................Fire District .....`'�'...Q.............................................................
Name of Owner .. �1 �!1��, ! ..................Address ...... � 1.Q �. ./4
1 /'
Nameof Builder ....................................................................Address ....................................................................................
Nameof Architect ..................................................................Address ....................:...............................................................
/1
Number of Rooms .......... ........................:...................Foundation ....0/.. � .....l�Q �"*t� :..........
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Exterior ..../Y��t►:I�1P...( k.�j :`'.. t�.. !. ���,.Roofing .......�:'..5............ .A1..MIS «0. >
Floors 5� ..Interior ......,X... l. . .............................................
® ;. Plumbing .... ...., '�.....� j0�...� �it�'
Heating A.. ..................r�.�. 4 ................................
el
Fireplace ...... ...............Approximate Cost .......... ..f/sQ. ..
. . w.....
Definitive Plan Approved by Planning Board -------------------_-----------19________. Area ...A.`/� ................
40,
Diagram of Lot and Building with Dimensions Fee .C =. .........................
SUBJECT TO APPROVAL OF BOARD OF HEALTH
1
I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above
construction.
Name .. ............ ................. .......
Spencer, A. W.
aA
NO" 179 1 4 0 0- Permit for .....one...story,. . ..........
...... . .. ...... ...... . ...
family dwelling
.......................................
Sheaffer Road
Location ..............................................
Centerville
..................MO..;........................................................
Owner
A. W. Spencer
..........
frame
Type of Construction ..........................................
................................................................................
Plot ............................ Lot ..........#.1.2.7.............
August 26 75
Permit Granted ................................... .....19
Date of Inspection ....
Date Completed J.1.:'fir..7 .........19 -
PERMIT REFUSED
....................... ........................................ 19
......................
..........................................................
...........................
...............................................................................
................. .................................
Approved .......... ...................... 19
...............................................................................
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IMPORTANT
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NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE
INST
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KE
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