HomeMy WebLinkAbout0180 HIGH STREET / �'O �i' � CSfree�
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UPC 12543
No. 53LOR os0OS7.CONSJr^
HASTINGS, MN
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TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION4�
Map Parcel o2Z Permit# _V
Health Division . r�osf i C='I4 OF B RNSTABL5ate Issued 3
Conservation Division �y FEB _6 PIM 2: j application Fee
Tax Collector Permit Feed
Treasurer O� �. . Dldt� 272TIC SY STEPA ElUST GE
t l0N INSTALLED 1N COMPLIANCE
Planning Dept. G� WITH TITLE 5
Date Definitive Plan Approved by Planning Board n CP ENVIRONtI UAL CODE ANG
TOWM REGULATIONS
Historic-OKH 60-19J I $ Preservation/Hyannis 3 f ��roaM I �U IAv �
Project Street Address i'Rn VA i g.h
Village
Owner 7)cac-,\e-,\ + Sh*_e; (nfXUaGh�r' Address
Telephone .50q6' — S(pnA- Ll-1-7 0
Permit Request I Y a+
Square feet: 1 st floor: existing I i (o9 proposed 519, 2nd floor: existing 100 proposed -iO 5 Total new ao(e
Zoning District Flood Plain Groundwater Overlay
Project Valuation '75, Wo . 00 Construction Type lam
Lot Size 1. 03 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family IN Two Family ❑ Multi-Family(#units)
Age of Existing Structure 5C2 Historic House: ❑Yes kNo On Old King's Highway: ®..Yes Cl No
Basement Type: ❑Full ❑Crawl I9 Walkout ❑Other
Basement Finished Area(sq.ft.) O Basement Unfinished Area(sq.ft) lJ(ol N
Number of Baths: Full: existing I new I Half:existing O new 1
Number of Bedrooms: existing new a i pL 3 j�.'��'-5
Total Room Count(not including baths): existing 5 new 3 First Floor Room Count (y
Heat Type and Fuel: ULGas ❑Oil ❑ Electric ❑Other
Central Air: ❑Yes fSLNo Fireplaces: Existing �_ Newer_ Existing wood/coal stove: ❑Yes 1XL No
Detached garage:❑existing &new sizeB9,Li Pool:❑existing ❑new size Barn:❑existing ❑new size
Attached garage:❑existing ❑new size Shed:Cl existing ❑new size Other:
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes ❑ No If yes,site plan review#
Current Use Proposed Use
BUILDER INFORMATION
Name w C � (� 41_1Z911 Telephone Number c?C�- 6A
Address 6 License# ?
r,p a14T Home Improvement Contractor# f 30
/ft '126 h A Worker's Compensation##
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO iri i,�-
SIGNATURE DATE "S P-oy 3
r
o
FOR OFFICIAL USE ONLY
PERMIT NO.
DATE ISSUED
MAP/PARCEL NO.
ADDRESS' VILLAGE °
OWNER
DATE OF INSPECTION:
FOUNDATION
FRAME
INSULATION
FIREPLACE °
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL !
GAS: ROUGHS FINAL y )
FINAL BUILDING
cc
DATE CLOSED OUT F
ASSOCIATION PLAN NO.
a 1
°
L/ vi�9 SP�c�
is S/ X S a, 6 = 'Vo
/?T%, c SioRRq �`
0v-77-
G,4XA �
a� X 3y
01/28/03 TOWN OF BARNSTAE
REVENUE COLLECTI
PERMIT TYPE TITLE
A3 ASSY/LECTURE HALL <4
A4 ASSY/CHURCH LAW DENS
BMISC MISC BUILDING PERMIT
COM FLAT COMMERCIAL MINIMUM F
COMAPPI COMMERCIAL ALTER/REN
COMVALUE COMMERCIAL VALUATION
E EDUCATION
ELECPCI < 1000 SQ. FT
ELECTC2 1001 - 2500 SQ FT
ELECPRA 501 > 1500 SQ. FT.
GASC GAS - COMMERCIAL
GASR GAS - RESIDENTIAL
I2 INSTITUTIONAL
MINOR MINOR ALTER/APPLIAN
MISC MISC WIRING FEES
PLUMR PLUMBING INSTALLATII
VA .
i
R1 HOTELS, LODGING HOU
RES FLAT RESIDENTIAL
RESAPPI RES NEW BLDG & ADD
RESAPP2 RES ALTER & RENO
RESMIN RESIDENTIAL MINI
RESVALUE RESIDENTIAL VALUAT
SIGN2 > 25 - 50 SQ FT
TOTAL REPORT
RESIDENTIAL BUILDING PERMIT FEES
APPLICATION FEE
New Buildings,Additions $50.00 a'
O p
Alterations/Renovations $25.00
Building Permit Amendment $25.00
FEE VALUE WORKSHEET
NEW LIVING SPACE
r YS; 0 square feet x$96/sq.foot= J 3 9 O 0 x.0031= yy? 02. 0 O
plus from below(if applicable)
ALTERATIONS/RENOVATIONS OF EXISTING SPACE
square feet x$64/sq.foot= x.0031=
plus from below(if applicable)
GARAGES(attached&detached)
,$TcRn f E Y- W4 c% O aT C k'ee l' e
3;/ 7 square feet x$32/sq.ft. 0 x.0031= 3 `S
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.0031=
STAND ALONE PERMITS
I
Open Porch x$30.00= SO
(number)
Deck x$30.00= 3 0 - 00
(number)
Fireplace/Chimney x$25.00= O
(number)
Inground Swimming Pool $60.00
Above Ground Swimming Pool $25.00
Relocation/Moving $150.00
(plus above if applicable)
Permit Fee � a 00
projcost
RESIDENTIAL BUILDING PERMIT FEES '
APPLICATION FEE
New Buildings,Additions $50.00
Alterations/Renovations $25.00
Building Permit Amendment $25.00
I
f
FEE VALUE WORK,SHEET
NEW LIVING SPACE
�Q Jam_square feet x$96/sq.,foot= C1 1 10 3 a _x.0031= 3 J r� 66
plus from below(if applicable)
ALTERATIONS/RENOVATIONS OF EXISTING SPACE
square feet x$64/sq.foot= (n''�OO x.0031= 9 . S
plus from below(if applicable)
ACCESSORY STRUCTURE>120 sq.f� ,
>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.0031=
STAND ALONE PERMITS
Open Porch x$30.00=
(number) .
Deck x$30.00= +
(der)
.Fireplace/Chimney x$25.00=
J
(number)
Ingrouid Swimming Pool " $60.00
Above Ground'Swimming Pool $25.00
Relocation/Moving $150.00
i
(plus above if applicable) '
Permit Fee 9 oZQ
projcost
The Commonwealth of Massachusetts
Department of industrial Accidents . .
' 01dcr pflm'as5Wo�s'
600*Washington Street
Boston,Mass O2111
workers, com easaizan Insurance Affidayh
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eeso
' f�•g• - one# -.`3 G;2 `
city
❑ I am a prd=M:d" all wozk myself,
❑ I am a sole 'clot and have no one woddne is any C2
on thiu '
workers far ob.
as8
Iam m9
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EGULATIONS
License: CONSTRUCTION SUPERVISOR
Nu MOW
053638
Bi fi•as iQ/ 58 t
1" 11625
DANIEL.J GA" t�
PO BOX 471 '�
W BARNSTA,BIr ,
• Ad strator �
ui,.IdingRegulationsand'$fandards:� '
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F�y�nnis MA. t �•�dlrsfmsfral�r
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°ZIME,° Town of Barnstable
°-^ Regulatory Services
'• ST'^BLZ ' Thomas F.Geiler,Director
9 MAM. $
�prEc 39..16 Building Division
Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
Office: 508-862-4038 Fax: 508-790-6230
Permit no.
Date
AFFIDAVIT
HOME IMPROVEMENT CONTRACTOR LAW
SUPPLEMENT TO PERMIT APPLICATION
MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization, conversion,
improvement,removal,demolition,or construction of an addition to any 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:PJM,i 1ion"L a�"!21 SaaGR. a Onfa E Estimated Cost '151 OW_on
Address of Work: °N Q 2 > W �iJwCrS �
Owner's Name: ,�C���121 d� S�1&r► ��o•L�•a�
Date of Application:
I hereby certify that:
Registration is not required for the following reason(s):
OWork excluded by law
❑Job Under$1,000
FIBuilding not owner-occupied
[]Owner pulling own permit
Notice is hereby given that:
OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED
CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE
ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A.
SIGNED UNDER PENALTIES OF PERJURY
I hereby apply for a permit as th�agentje owner:
Date ntra , ame Registration No.
OR
Date Owner's Name
• M CMR Append6r J
Table JS.Llb(continued)
Prescriptive Packages for One and Two-Family Residential Buildings Heated witb Fossil Fuel
MAXIMUM MINIMUM
Glazing Glazing Ceiling Wall Floor Base ucat Slab Heating/Cooling
Area(Yo) U.valuer R-valuer R-value R-value' Wall Perimeter Equipment EfEcieary'
Package R-value R-values
5701 to 6500 Heating Degree Days'
Q 12% 0.40 38 13 19 10 . 6 Normal
R 12% 0.52 30 19 19 10 6 Normal
S 12% 0.50 38 13 19 10 6 85 AFUE
T 15% 036 38 13 25 N/A N/A Normal
U 15% 0.46 38 19 19 10 6 Normal
V 15% 0.44 38 13 25 N/A N/A 85 AFUE
W 15% 0.52 30 19 19 10 6 85 AFUE'
X 19% 032 38 13 25 N/A. N/A Normal
Y 18% 0.42 38 19. 25 N/A N/A Normal
Z 18Y. 0.42 38 13 19 10 6 90 AFUE
AA 18% 0.50 30 19 19. 10 6 90 AFUE
1. ADDRESS OF PROPERTY: 1RO 4\Gh Sk-ce2-�
LJ t�ns�.abl�
2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS:
3. SQUARE FOOTAGE OF ALL GLAZING: 3''I
4. %GLAZING AREA(#3 DIVIDED BY#2): 0 . 1 a
5. SELECT PACKAGE(Q—AA-see chart above):
NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS
ARE AVAILABLE. ASK US FOR THIS INFORMATION.
BUILDING INSPECTOR APPROVAL:
YES: NO:
q-forms-f980303a
e I
780 CMR Appendix J
Footnotes to Table 34.2.Ib: ;
' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and
basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall
area,.expressed as a percentage. Up to 1%.of the total glazing area may be.excluded from the U-value requirement.
For example,3 ft of decorative glass may be excluded from a building design with 300 ft of glazing area.
Z After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with
the National Fenestration Rating Council (NFRC) test.procedure, or taken from Table J1.5.3a. U-values are for
whole units:center-of-glass U-values cannot be used.
The ceiling.R-values do'not assume a raised or oversized truss construction. If the insulation achieves the full
insulation,thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38
insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity
insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between
the conditioned space and the ventilated portion of the roof.
•Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing (if used). Do not include
exterior siding, structural sheathing, and interior drywall. For example,an R-19 requirement could be met EITHER
by R-19 cavity insulation O m
R R-13 cavity insulation plus R-6 insulating sheathing. Wall requireents apply to
wood-frame or mass(concrete,masonry, log)wall constructions,but do not apply to metal-frame construction.
Q The floor requirements apply to floors over unconditioned spaces(such as unconditioned cmwlspaces,basements,
or garages).Floors over outside air must meet the ceiling requirements. 4
lie entire opaque portion of any individual basement wall with an average depth less than 50%below grade must
meet the same R-value requirement as above-glade'walls. Windows and'sliding glass doors of conditioned
basements must be included with the other glazing. Basement doors must meet the door U-value requirement
&scribed in Note b. '
'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs.
' If the building utilizes electric resistance heating use compliance approach 3;4, or 5. If you plan to install more
than one piece of heating equipment or more than one piece of cooling equipment, the equipment.with the lowest
efficiency must meet or exceed the efficiency required by the selected package.
For Heating Degree Day requirements of the closest city or-town see-Table J5.2.1a
NOTES:
a) Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels.
R-value requirements are for insulation only and do not include structural components.
b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested
and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value '
in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the,
glass area of the door with your windows and use the opaque door U-value to determine compliance of the'door.
One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35).
c)If a ceiling,wall,floor,basement wall,slab-edge,or'crawl space wall component includes two or more areas with
different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to
the R-value requirement for that component. Glazing or door components comply if the area-weighted average U
value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors).
..Y
' 4
I
43
BC CALC®2002 DESIGN REPORT - US - Wednesday,December 04,200212:01
File
Triple 1 3/4" x 91/4" VERSA-LAM® 2900 SP Name - Gallagher.BCC:F1303
Job Name - GALLAGHER Description - garage door header
Address - Specifier - Jay Malaspino
City,State,Zip - DENNIS,Me. Designer - Jay Malespino
Customer - Company - CAD Designs
Code reports - ICSO 5512,BOCA 98-52,SBCCI 9852 Misc - (508) 398-9055
- - -2 --shndard -�—T- --
1
Load- PS 1 10 SF Tributary 0
r i tx a3'iT .a spa T .r a7.;t3rr- 5,9'a 3 r�arra. �
rs. z .� a .y .act�. a: ,(.,. a7 '1 YF" -^,7rx >.a i5ra.>• 13 yl "".
. a.•x .�: a y x... -ri,� y. r '� ._L._.;.$..>.3�s., '�3B
AIL
Akk
BO 81
4425 Ibs LL 4425 Ibs LL
17431bs DL 1743 Ibs DL
Total Horizontal Length-10-00-00
General Data Load Summary
Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur.
S Standard Unf.Area Load Left 00-00-00 10-00-00 40 PSF 10 PSF 07-00-00 100
Member Type: - Floor Beam 1 2nd floor attic Unf.Area Load Left 00-00-00 10-00-00 40 PSF 10 PSF 07-00-00 100
Number of Spans - 1 2 garage door header Unf.Area Load Left 00-00-00 10-00-00 25 PSF 15 PSF 13-00-00 115
Left Cantilever No
Right Cantilever - No Controls Summary
Control Type Value %Allowable Duration Loadcase Span Location
Slope 0/12 Moment 15421 ft-lbs 72.0% @ 115% 3 1 -Internal
Tributary 07-00-00 End Shear 5217 Ibs 48.3% @ 115% 3 1 -Left
Repetitive n/a Total Deflection L/299(0.401') 80.2% 3 1
Construction Type n/a Live Deflection U417(0.288") 86.3% 3 1
Max.Defl. 0.401"(Limit:V) 40.1% 3 1
Live Load 40 PSF Span/Depth 13.0 1
Dead Load 10 PSF
Part Load 0 PSF
Duration 100 NOTES:
Design meets Code minimum(L/240)Total load deflection criteria.
Disclosure Design meets Code minimum(U360)Live load deflection criteria.
The completeness and accuracy of Design meets arbitrary(1")Mabmum load deflection criteria.
the input must be verified by anyone Minimum bearing length for BO Is 1-12".
who would rely on the output as Minimum bearing length for B1 is 1-1/2".
evidence of suitability for a particular Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+1/2 intermediate bearing
application. The output above is
based upon building code-accepted
design properties and analysis
methods. Installation of BOISE
engineered wood products must be
in accordance with the current
Installation Guide and the applicable
building codes. To obtain an
Installation Guide or if you have any
questions,please call
(800)232-0788 before beginning
product installation.
BC CALC®,BC FRAMER®,-BCI®,
BC RIM BOARDTM,BC OSB RIM
BOARD^',BOISE GLULAM"',
VERSA-LAM®,VERSA-RIM®,
VERSA-RIM PLUS®,
VERSA-STRAND^',
VERSA-STUD®,ALLJOIST®and
AJS"' are registered trademarks of
Boise Cascade Corporation.
Page 1 of 2
BC CALCO 2002 DESIGN REPORT - US Wednesday,December 04,2002 12:01
File
Triple 13/4" x 9 1/2" VERSA-LAAM 2900 SP Name Gallagher.BCC:FBO2
Job Name - GALLAGHER Description garage girder 2nd floor
Address - Specifier Jay Malaspino
City,State,Zip - DENNIS,Me. Designer Jay Malaspino
Customer - Company CAD Designs
Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc (508) 3WO055
Load-40 PSF I10PSF Tnbu"134X)-W
'Pl-,
Or-
14-O0-00 AL 10-00.00 10-ODM
80 81 B2 B3
3131 lbs LL 7876 lbs LL 6286 lbs LL 2453 lbs LL
825 lbs DL 2053 The DL 1415 lbs DL 604 lbs DL
Total Horizontal Length-34-00-00
General Data Load Summary
Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur.
S Standard UnfArea Load Left 00-00-00 34-00-00 40 PSF 10 PSF 13-00-00 100
Member Type: - Floor Beam
Number of Spans - 3 Controls Summary
Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location
Right Cantilever - No Moment 12550 ft-lbs 64.1% 100% 6 2-Left
End Shear 3430lbs 35.6% 100% 4 1 -Left
Slope 0/12 Cont.Shear 5019 lbs 52.1% 100% 6 1 -Right
Tributary 13-00-00 Total Deflection L/339(0.495") 70.7% 4 1
Repetitive n/a Live Deflection L/419(0.4") 85.7% 4 1
Construction Type n/a Total Neg.Defl. -0.136" 27.3% 4 2
Max.Defl. 0.495"(Limit:1") 49.5% 4 1
Live Load 40 PSF Span/Depth 17.7 1
Dead Load 10 PSF
Part Load 0 PSF
Duration - 100 NOTES:
Design meets Code minimum(L/240)Total load deflection criteria.
Disclosure Design meets Code minimum(U360)Live load deflection criteria.
The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria.
the input must be verified by anyone Minimum bearing length for BO is 1-1/2".
who would rely on the output as Minimum bearing length for B1 is 3".
evidence of suitability for a particular Minimum bearing length for B2 is 3".
application. The output above is Minimum bearing length for B3 is 1-1/2".
based upon building code-accepted Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing
design properties and analysis
methods. Installation of BOISE
I
engineered wood products must be
in accordance with the current
Installation Guide and the applicable
building codes. To obtain an
Installation Guide or if you have any
questions,please call -
(800)232-0788 before beginning
product installation.
BC CALCOD,BC FRAMER®, BCIV,
BC RIM BOARD ",BC OSB RIM
BOARD"',BOISE GLULAMTM,
VERSA-LAM®,VERSA-RIM®,
VERSA-RIM PLUS®,
VERSA-STRANDTm,
VERSA-STUD®,ALLJOiSTO and
AJST"are registered trademarks of
Boise Cascade Corporation.
.Page 1 of 2
® ry BC CALL®2002 DESIGN REPORT - US Wednesday,December 04,2002 12:01
File
Triple 1 3/4" x 11 7/8" VERSA-LAM®2900 SP Name - Gailagher.BCC:FB01
Job Name - GALLAGHER Description - MAIN GIRDER GARAGE BASEMENT LEVEL
Address - Specifier - Jay Malespino
City,State,Zip - DENNIS,Me. Designer - Jay Malaspino
Customer - Company - CAD Designs
Code reports - ICBO 5512,BOCA 911-52,SBCCI 9852 Misc - (508) 39&9055
n
Standard Load 40 PSF 110 PSF Tributary 13-00-00 —�-
.,; a �F•- Ste'' -a-' ,� 3...x`...«, .. '.xr }„. -�'' .?P..T•t a',�-3 •.�'� ,rir 1. w y Ss as i5�7.x L,• .a.x �� rr' rcx'�7z a .ems a
r .iwd x�. aaax ^r...<.._.. _.._.. ..�._ _._.__._...: ..._....__. ._...., .. ,-_.:..:. .r�....-_ 3.......:.. ;rnv r �'�?.......� .....:-aarzaisr-,...�ia:4..,��u�F...:_-.u'-�raz:}rr.�rss..i�„r- -a�.x_._:.,�rha_.�r±�...t..,.._�•
14-0000 AL 10-00.00 10.00.00
B1 82 83
3131 ibs LL 15752 lbs LL 12572 lbs LL 2453 it*LL
845 lbs DL 4156 lbs DL 2865 be DL 619 lbs DL
Total Horizontal Length-34-00-M
General Data Load Summary
Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Gur.
S Standard UnfArea Load Left 00-00-00 34-00-00 40 PSF 10 PSF 13-00-00 100
Member Type: - Floor Beam 1 p.l.from 2nd floor columConc.Pt.Load Left 14-00-00 14-00-00 7876 lbs 2053 lbs n/a 100
Number of Spans - 3 2 p.l.from 2nd floor colum Conc.Pt.Load Left 24400-00 24-00-00 6286 lbs 1415 lbs n/a 100
Left Cantilever - No
Right cantilever - No Controls Summary
Control Type Value %Allowable Duration Loadcase Span Location
Slope 0/12 Moment 12613 ft-lbs 42.2% 100% 6 2-Left
Tributary 134X0-00 End Shear 3315 Ibs 27.5% 100% 4 1-Left
Repetitive n/a Cont.Shear 4913 Ibs 40.8% 0 100% 6 1 -Right
Construction Type n/a Total Deflection LINO(0.254") 36.4% 4 1
Live Deflection L/820(0205") 43.9% 4 1
Live Load 40 PSF Total Neg.Defl. -0.07" 14.0% 4 2
Dead Load 10 PSF Max.Defl. 0.254"(Limit:V) 25.4% 4 1
Part Load 0 PSF Span/Depth 14.1 1
Duration 100
Disclosure NOTES:
The completeness and accuracy of Design meets Code minimum(L240)Total load deflection criteria.
the input must be verified by anyone Design meets Code minimum(L/380)Live load deflection criteria.
who would rely on the output as Design meats arbitrary(1")Maximum bad deflection criteria.
evidence of suitability for a particular Minimum bearing length for SO is 1-12".
application. The output above is Minimum bearing length for B1 is 4-12".
based upon building code-accepted Minimum bearing length for 82 is 3-1/2".
design properties and analysis Minimum bearing length for 83 is 1-12".
methods. Installation of BOISE Entered/Displayed Horizontal Span Length(s) Clear Span+12 min.end bearing+ 12 intermediate bearing
engineered wood products must be
in accordance with the current
Installation Guide and the applicable
building codes. To obtain an
Installation Guide or if you have any
questions,please call
(800)232-0788 before beginning
product installation.
BC CALCO,BC FRAMER®, SCI®,
BC RIM BOARD",BC OSB RIM
BOARDTM,BOISE GLULAM",
VERSA-LAM®,VERSA-RIM®,
VERSA-RIM PLUS®,
VERSA-STRAND"'
VERSA-STUD®,ALWOISTO and
AJS"are registered trademarks of
Boise Cascade Corporation.
Page 1 of 2
Permit Number
MECcheck Compliance Report Checked By/Date
Massachusetts Energy Code
MECcheck Software Version 3.3 Release 1 b
Data filename: Untitled
CITY:Barnstable
STATE: Massachusetts
HDD: 6137
CONSTRUCTION TYPE: 1 or 2 Family, Detached
HEATING SYSTEM TYPE: Other(Non-Electric Resistance)
DATE: 12/04/02
DATE OF PLANS: 12/04/02
PROJECT INFORMATION:
GALLAGHER RESIDENCE
COMPLIANCE: Passes
Maximum UA=270
Your Home=255
5.6%Better Than Code
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-V ue R-Value U-Factor UA
Ceiling 1: Flat Ceiling or Scissor Truss 505 30.0 0.0 18
Wall 1: Wood Frame, 16"o.c. 1874 13.0 0.0 135
Window: 2446: Vinyl Frame,Double Pane with Low-E 119 0.340 40
Window: 28310: Vinyl Frame,Double Pane with Low-E 35 0.340 12
Door: FWG 12068: Glass 80 0.330 26
Floor 1: All-Wood Joist/Truss, Over Unconditioned Space 512 19,0 0.0 24.
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 MECcheck Version 3.3 Release 1 b and to comply with the
mandatory requirements listed in the MECcheck Inspection 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/Designer Date
L -
Table!: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pine Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(F) Up to 1„ Up to 1.25" 1.511 to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Apes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Tykes Range F 2"Runouts I"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 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, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD(Building Department Use Only)
MECcheck Inspection Checklist
Massachusetts Energy Code
MECcheck Software Version 3.3 Release lb
DATE: 12/04/02
Bldg. I
Dept. I
Use
Ceilings:
[ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation
Comments:
I
Above-Grade Walls:
[ ] I 1. Wall 1: Wood Frame, 16" o.c.,R-13.O cavity insulation
I Comments:
I
Windows:
[ J ( 1. Window: 2446: Vinyl 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
I Comments:
[ ] I 2. Window: 28310: Vinyl 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
Comments:
I
Doors:
[ ) I 1. Door: FWG 12068: Glass, U-factor: 0.330
#Panes Frame Type Thermal Break?[ ] Yes[ ]No
Comments:
I
Floors:
[ ] 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation
Comments:
I
Air Leakage:
[ ] I Joints,penetrations, and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] I When installed in the building envelope,recessed lighting fixtures
shall meet one of the following requirements:
I l. 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.
I 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944
LJs)air movement from the the conditioned space to the ceiling cavity. The lighting fixture
I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled.
I
Vapor Retarder:
[ ) I Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors.
I
Materials Identification:
[ ] I Materials and equipment must be identified so that compliance can be determined.
[ ) I Manufacturer manuals for all installed heating and cooling equipment and service water heating
I equipment must be provided.
[ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications.
I
Duct Insulation:
[ ] I Ducts shall be insulated per Table J4.4.7.1.
I
Duct Construction:
[ 1 I All accessible joints, seams,and connections of supply and return ductwork located outside
I conditioned space,including stud bays or joist cavities/spaces used to transport air, shall be sealed
I 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.
I
I Temperature Controls:
[ ] I 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.
l
Heating and Cooling Equipment Sizing:
[ ] I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as
I specified in Sections 780CMR 1310 and AA
I
Circulating Hot Water Systems:
[ J I Insulate circulating hot water pipes to the levels in Table 1.
I
Swimming Pools:
[ J I 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.
I
Heating and Cooling Piping Insulation:
[ J I HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the
levels in Table 2.
t
Application to
Regional 3biotoric ABiotrict Committee
BARNSTABL C. NAAS S. TOWN 01 SB RN STABLE
In the Town of Barnstable
1�13 CERTIFICATE OF APPROPRIATENESS 1001 DEC 18 PM 3: 44
Application is hereby made, with four complete sets, for the issuance of a Certificate of Appropriag ,eys� 4n
6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans,
drawings, or photographs accompanying this application for:
CHECK CATEGORIES THAT APPLY:
1. Exterior building construction: ❑ New ® Addition ❑ Alteration
Indicate type of building: House ® Garage ❑ Commercial El Other
2. Exterior Painting:
3. Signs or Billboards: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign
4. Structure: El Fence El Wall ❑ Flagpole ❑ Other
TYPE OR PRINT LEGIBLY: DATE /2 -I o
ADDRESS OF PROPOSED WORK ISO IatGiA ST, W.'M NSTAbLE ASSESSOR'S MAP NO. j�14
OWNER Sla Rt GCALI RGIA iP�, ASSESSOR'S LOT NO.9 (r
HOME ADDRESS cigMf TELEPHONE NO.'5o?, &R .dAl1()
FULL NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners across any
public street or way. (Attach additional sheet if necessary.) \
(n .C_ -r-rA C1n t A )
AGENT OR CONTRACTOR bn�.)%j7.L TELEPHONE NO.—f-x% �La Li1'ln
ADDRESS 119�0 kk0A ST 10
DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please
include locations of proposed signs. Ad���onal 5 W��, t►�G►ud� : 'aZ�oorr'� , �Rm llK (�oorYl
Signed t
�) qfA9�
Own Contra or gent
For Committee Use Only pPR
This Certificate is herebY 1 ED Date
Approved/Denied
c
Committee Members' Sign es:
�L1Lf-JR0 4--e
i
Y
, l
Town of Barnstable
Old King's Highway Historic District Committee
SPEC SHEET
FOUNDATION ��(Lm �p•f1C.RL�
SIDING TYPE WOOd cF-h COLOR c:ti
CHIMNEY TYPE t),j00 V G,rnF_ 51f\1 COLOR
f ROOF MATERIAL COLOR
-Fl. h a..1} Ct�(_\'1����P__C�F-
PITCH
WINDOWS, &6IirSON COLOR
TRIM COLOR (�>�
DOORS (Z - \1`1 SS COLORS
SHUTTERS E:l k I O,SS COLORS
GUTTERS U(Y)'t J�U (Y\_ COLORS j,))rA�A::g_
DECKS (_A'00 A MATERIALS PR is (Nyl
GARAGE DOORS COLORS
SKYLIGHTS N /A SIZE COLORS
SIGNS COLORS
FENCE COLOR
NOTES: Fill out completely, including measurements and materials/colors to be used. Four copies of this
form are required for submittal of an application, along with Four copies of the plot plan, landscape
plan and elevation plans, when applicable.
SPECSHT
Revised 11/98
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HEREBY CERTIFY THAT THE PROPERTY O
LINES SHOWN ON THIS PLAN ARE THE LINES Z 0�
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DEC. 29, 2001
REG. PROF LAND SURVEYOR
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B K. 12078 PG. 15
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DEC. 29, 200I WEST BARNSTABLE , MA
REG. PROF. LAND SURVEYOR
FOR
CATHY WI TTENMEYER
DEC. 29, 2001 0 30 60 90
SCALE IN FEET 1' 30
EDWARD E. KELLEY
REG. PROF. LAND SURVEYOR
BOX 51
~s CUM MAQUID , MA. 02637
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DEED REF. - BK.5480 PG. 335