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TOWN OF,BARNSTABLE"BUILDING PERMIT APPLICATION ,
�I�ol 7
Map �' Parcel I Application #
s.
Health Division Date Issued
Conservation Division .Application Fee
Planning Dept: ,'Permit Fee
Date Definitive'Plan Approved by Planning Board
Historic - KH; O _ Preservation Hyannis
Project Street Address
Village ji)T� 21�1
Owner t f� Address M/43` A Mo Lid.
Telephone 60!2C- -7�7
Permit Request £S h1 i SS'10A/ ` ro ` 0.' � :._ �' �%T® �Yal_w
Square feet: 1 st floor: existing proposed 2nd floor: existing �roposed Total new y3(o
oning District Flood Plain Groundwater Overlay '
COXConstruction Type
Project Valuation f R-�
Lot Size Grandfathered: ❑Yes' ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family Two Family ❑ Multi-Family (# units)
Age of Existing Structure Historic House: ❑Yes ZNo On Old King's Highway: ❑Yes LYNo
Basement Type: &Kull ❑ Crawl ❑Walkout ❑ Other
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 7-24;' .5'e
Number of Baths: Full: existing new Half: existing 1 new [U
Number of Bedrooms: existing _new
Total Room Count (not including baths): existing _new�_First Floor Room Count
Heat Type and Fuel: 9 Gas ❑ Oil ❑ Electric ❑ Other
Central Air: ❑Yes WNo Fireplaces: Existing / New Existing wood/coal stove: ❑Yes ZrNo
Detached garage: ❑ existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑existing ❑ new size_
Attached garage: ❑existing 0 new size _Shed: existing ❑ new sizelk/190ther:
Zoning Board of Appeals Authorization ❑ Appeal # NIA Recorded ❑
Commercial ❑Yes Zr'N' o If yes, site plan review#
Current Use P-_si f)ctVTi a- t_ Proposed Use 5
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
Name 02aa-F. �195£12 Telephone Number 7 /
rn
Address �'��t IYI f�5�/ �4� 1A• License #
�r,T44_0 e!�t /J919 - D Z4-3 Di Home Improvement Contractor#
Worker's Compensation #
ALL
CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE s DATEJ�/3 L/
FOR OFFICIAL USE ONLY
�a APPLICATION#
DATE ISSUED
41—
MAP/PARCEL NO.
ADDRESS VILLAGE
OWNER
.DATE OF INSPECTION:
FOUNDATION ho
FRAME �9 k vA `� lei ® ®dIY�a9
INSULATION o t�
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
'i FINAL BUILDING
k
DATE CLOSED OUT.
ASSOCIATION PLAN NO.
L L
REScheck Software Version 4.2.1
Compliance Certificate
h
Project Title: FRASER RESIDENCE
Energy Code: 2006 IECC
Location: Centerville(Barnstable),Massachusetts
Construction Type: Single Family
Project Type: Alteration
Heating Degree Days: 6137
Climate Zone: 5
Construction Site: Owner/Agent: Designer/Contractor:
CEMTERVILLE,MA PAUL SPARKS
Compliance:0.0%Better Than Code Maximum UA:106 Your UA:106
New Living Area Ceiling:Flat Ceiling or Scissor Truss 352 38.0 0.0 11
New Bedroom Area Ceiling:Flat Ceiling or Scissor Truss 83 38.0 0.0 2
New Living Area Walls:Wood Frame, 16"o.c. 450 19.0 0.0 20
Window:Andersen Narroline 2446:Wood Frame:Double Pane with 12 0.300 4
Low-E
Window:Andersen Narroline 2446:Wood Frame:Double Pane with 12 0.300 4
Low-E
Window:Andersen Narroline 2446:Wood Frame:Double Pane with 12 0.300 4
Low-E
Window:Andersen Narroline 2446:Wood Frame:Double Pane with 12 0.300 4
Low-E
Window:Andersen Narroline 2446:Wood Frame:Double Pane with 12 0.300 4
Low-E
Window:Andersen Narroline 2446:Wood Frame:Double Pane with 12 0.300 4
Low-E
Andersen PermaShield Slider:Glass 42 0.290 12
New Bedroom Area Walls:Wood Frame,16"o.c. 207 15.0 0.0 14
Window:Andersen Narroline 2446:Wood Frame:Double Pane with 12 0.300 4
Low-E
Window:Andersen Narroline 2446:Wood Frame:Double Pane with 12 0.300 4
Low-E -
New Living Area Floor:All-Wood Joist/Truss,Over Unconditioned' 352 30.0 0.0 12
Space
New Bedroom Area Floor:All-Wood Joist/Truss,Over 83 30.0 0.0 3
Unconditioned Space
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 2006 IECC requirements in
REScheck Version 4.2.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name-Title Signature Date
Project Title: FRASER RESIDENCE Report date: 04/29/09
Data filename:\\f51\users\dgreenlaw\REScheck\FRASER.rck Page 1 of 4
I_�
C2006 IECC Energy
�(j Effidency Certificate
Ceiling/Roof 38.00
Wall 19.00
Floor/Foundation 30.00
Ductwork(unconditioned spaces):
Window 0.30
Door 0.29 NA
Water Heater:
Name: Date:
Comments:
FRASER RESIDENCE-BEAM AT FRONT OF HOUSE MA Botello Lumber Company
2009.1 Allowable Stress Design LOAD TABLE - 3 BEAMS 1.750 X 9.500 LP LVL295OFb-2.OE. DESIGN CRITERIA MSI: 0:70.
NOTE: VSI 0.69
1.. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY DESIGN CONSISTS OF 3 — PLIES FASTENED RSI 0,95
THE VERTICAL LOADS SHOWN VERIFICATION OF
NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES
- O T GETHE R (REFER'TO NOTES). LIVE LOAD 40 > PSF
LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. _ _
_ METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) —
' DEAD LOAD 10 PSF
LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF _ _ TOTAL LOAD = 50 PSF
THE RESPONSIBILITY OF THE PROJECT ENGINEER. - FT—IN-SX FT—IN—SX - -
OR ARCHITECT. `^ UNIFORM - ROOF LIVE TOP 420.PLF 00-00-0016-00-00 1.15
2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR LIVE SIDE 330 PLF.00-00-00 16-00-00 1.00 FLR LEFT SPAN. CARR. 12.00 F.T
LATERAL STABILITY. ' UNIFORM - ` ROOF DEAD. - 'TOP 210`PLF 00-00-00 16-00-00 0.90 ,r. FLR RIGHT SPAN CARR. 4-.50 .FT' '
3.DO NOT CUT,NOTCH OR DRILL LP LVL. UNIFORM FLOOR. LIVE TOP 210 PLF 00-00-00 16-00-00. 1.00
4.SHIM ALL BEARINGS FOR FULL CONTACT.. UNIFORM FLOOR DEAD SIDE - 83 PLF 00-00-00 16-00-00 0.90 DEFLECTION CRITERIA-: - -
5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL UNIFORM. •WALL DEAD TOP. 80 PLF 00-00-00 16-00-00 0.90 - LIVE,LOAD DEFL: . 1,/ 360
TO SIZE. ' - UNIFORM "FLOOR DEAD TOP 70 PLF 00-00-00 16-00-00 0*90 TOTAL.LOAD DEFL: _ L / 240
6.THIS LP LVL IS TO BE USED AS A FLOOR BEAM ONLY. UNIFORM BEAM WEIGHT 14 PLF 00-00-00 16-00-00 0.90
PRESSION EDGE BRACING REQUIRED AT - -
7:COM - - - CODE COMPLIANCES
EACH END OF COMPONENT. - - WARNING NOTES: `' -
.. r'` -3i REPORT,#
- - ICC—ES ESR-1254
ATTACH TWO PLIES WITH 2 ROWS OF 16d THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. - L.A. City RR 25167 _
(3-1/2")NAILS AT 8"OC.FROM. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP 1-JOISTS IS CCMC .1• ..115187R
ONE FACE ONLY. STAGGER ROWS.FLIP STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW - WISCONSIN 200124-W
BEAM AND ATTACH THE THIRD PLY WITH 2 BY A DESIGN PROFESSIONAL. - - N.Y. CITY MEA 97-94—E
ROWS OF 16d(3-1/2")NAILS AT 8" HUD MR 1214D
OC TO THE UN-NAILED SIDE OF THE FIRST MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVLTWO PLIES. STAGGER ROWS.NAILS MAY BE BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT.ENGINEER, -
COMMON OR BOX NAILS WITH A MINIMUM ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS -
'SHANK DIAMETER OF 0.131":.16d SINKERS- BEAM IS CAPABLE OF SUPPORTING THE REACTIONS.
MAY BE USED. -
PROVIDE ANCHORAGE FOR UPLIFT AT SUPPORTS.ANCHORAGE DETAIL TO BE -
PROVIDED BY PROJECT DESIGNER.
•- ANCHOR LP LVL FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. - - - -
c 420 -
azo
i
330 330
SUPPORT REACTIONS:(LBS) _. ,. 9,.500
MAXIMUM B E A R I N G N U M B E R 5
1.750 -
DOWN 5718 14906 665 - 3.500
UPLIFT --- --- 3115 '5.250
CROSS SECTION -
MIN BEARING SIZES (IN—SX)
MAXIMUM DEFLECTIONS
CALCULATED ALLOWABLE
^ LIVE LOAD 0.24" 0.401, - - - 12— 0— 0 4— 0— 0
*DEAD LOAD 0.221' - 16— 0— 0
TOTAL LOAD 0.381, 0.5911 "••THIS DRAWING IS NOT TO SCALE
Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By: 04/27/09 IBC
Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. LP Engineered Wood Products
plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval •Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d 414 Union Street,Suite 2000
installed b others. No loads are to be applied to the and instructions from the designers of the complete structure before using and 3"for ad.
Y PP 9
Nashville TN 37219
component until after all the framing and fastening are this component. If the design criteria listed above does not meet local •Do not out,notch,doll or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown •
completed.At no time shall loads greater than design loads be building code requirements,do not use this design. When this drawing is in published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary Local 909.463.6460-
applied to the component. signed and sealed,the structural design is approved as shown in this to the limits set forth hereon negates any express warranty of the product and LP Fax •866.753.4369
drawing based on data provided by the customer. LP LVL,LP LSL and disclaims all implied warranties including the implied warranties of merchantability National Wets 800.515.7570
Design Criteria CTR,LP I-joists are made without camber and will deflect under load. and fitness for a particular use.
The design and material specified are in substantial Wood in direct contact with concrete must be protected as required by -
conformity with the latest revisions of NDS and AITC.'Dead code.Continuous lateral support is assumed(wall,floor beam,etc.).LP DWG #
load deflection includes adjustment factor for creep.Total load does not provide on-site inspection.This drawing must have an I A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR
deflection is instantaneous. Architect's or Engineer's seal afixetl to be considered an Engineering SHEET #
document. LP is a registered trademark of Louisiana-Pacific Corporation.
File:CAProgram Files\LP\Wood-E Design\2009.1\WOODE.SPX
FRASER ADDITION CEILING BEAM MA Botello Lumber Company
2009.1 Allowable Stress Design LOAD TABLE DESIGN CRITERIA : MSI: 0.36
NOTE: 2 BEAMS 1.750 X 9.500 LP LVL295OFb-2.OE VSI: 0.27
1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY DESIGN CONSISTS OF 2 — PLIES FASTENED RSI: 0.57
THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES TOGETHER (REFER TO NOTES). -
LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIVE LOAD 40 PSF
_
METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) _
DEAD LOAD 10 PSF
LATERAL BRACING THAT IS ALWAYS REQUIRED IS _ DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD . FROM TO LOAD LDF TOTAL LOAD = 50 PSF
THE RESPONSIBILITY OF THE PROJECT ENGINEER FT—IN—SX FT—IN—SX
OR ARCHITECT. UNIFORM ROOF LIVE TOP 210 PLF 00-00-00 10-00-00 1.15
2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR LIVE SIDE 140 PLF 00-00-00 10-00-00 1.00 FLR LEFT SPAN CARR. 0.00 FT
LATERAL STABILITY. UNIFORM ROOF DEAD TOP 105 PLF 00-00-00 10-00-00 0.90 .FLR RIGHT SPAN CARR. 0.00 FT
3.DO NOT CUT,NOTCH OR DRILL LP LVL UNIFORM FLOOR DEAD SIDE 70 PLF 00-00-00 10-00-00 0.90
4.SHIM ALL BEARINGS FOR FULL CONTACT. UNIFORM BEAM WEIGHT 10 PLF 00-00-00 10-00-00 0.90 DEFLECTION CRITERIA
5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL - LIVE LOAD DEFL: L / 360,
TO SIZE. WARNING NOTES: - TOTAL LOAD DEFL: L,/ 240
6.THIS LP LVL IS TO BE USED AS A FLOOR BEAM ONLY. .
7.COMPRESSION EDGE BRACING REQUIRED AT THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS.. CODE COMPLIANCES
EACH END OF COMPONENT. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP WOISTS IS REPORT #
STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW ICC-ES ESR-1254 -
ATTACH THE TWO PLIES WITH 2 ROWS OF 16d BY A DESIGN PROFESSIONAL. - - L.A. City RR 25167
(3-1/2")NAILS AT 12"OC.STAGGER ROWS. CCMC 11518-R
NAILS CAN BE DRIVEN FROM ONE FACE OR HALF MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL WISCONSIN 200124-W
FROM EACH FACE. NAILS MAY BE COMMON OR BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, N.R. CITY MEA 97-94—E
BOX NAILS WITH A MINIMUM SHANK DIAMETER ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS HUD MR 1214D
OF 0.131". 16d SINKERS(3-1/4")MAY BE BEAM IS CAPABLE OF SUPPORTING THE REACTIONS.
USED,BUT HALF MUST BE DRIVEN FROM - -
EACH FACE. ANCHOR LP LVL FLOOR BEAM SECURELY TO BEARINGS OR HANGERS..
NO WALL LOAD WAS USED.
210 210
140 140
lo5 105
fo >'o
1
SUPPORT REACTIONS (LBS): -
MAXIMUMBEAR I NG N U M B E R -
1 2 �Ic 1.750
DOWN 2235 2235 I 3.500 -
UPLIFT --- ---
- CROSS SECTION
MIN BEARING SIZES (IN—SX) -
1—
MAXIMUM DEFLECTIONS
CALCULATED ALLOWABLE
'LIVE LOAD 0.11" 0.33" -
*DEAD LOAD 0.1211 - 10— 0- 0
TOTAL LOAD 0.191, 0.4911 •`•THIS DRAWING IS NOT TO SCALE•'•
Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By: 04i27f09 IBC
Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the •Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. LP Engineered Wood Products
plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval •Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d 414 Union Street,Suite 2000
installed by others. No loads are to be applied to the and instructions from the designers of the complete structure before using and 3"for Bd. Nashville,TN 37219
component until after all the framing and fastening are this component. If the design criteria listed above does not meet local •Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP kJoists except as shown
completed.At no time shall toads greater than design loads be building code requirements,do not use this design.When this drawing is in published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary Local 909,463.6460
applied to the component. signed and sealed,the structural design is approved as shown in this to the limits set forth hereon,negates any express warranty of the product and LP Fax 866,753.4369
drawing based on data provided by the customer. LP LVL,LP LSL and disclaims all implied warranties including the implied warranties of merchantability National Wets 800.515.7570
Design Criteda CTR,LP kjoists are made without camber and will deflect under load. and fitness for a particular use.
The design and material specified are in substantial Wood in direct contact with concrete must be protected as required by
conformity with the latest revisions of NDS and AITC.•Dead code.Continuous lateral support is assumed(wall,floor beam,etc.).LP DWG #
load deflection includes adjustment factor for creep.Total load does not provide on-site inspection.This drawing must have an •A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR _
deflection is instantaneous. Architect's or Engineer's seal afixed to be considered an Engineering SHEET #
document. LP is a registered trademark of Louisiana-Pacific Corporation.
File:\\fs1\users\dgreenlaw\LP\Beam Calcs\SPARKS—FRASER\WOODE.SPX
FRASER RESIDENCE-CASED OPENINGS MA Botello Lumber Company
NOTE: 2009.E Allowable Stress Design MSI: 0
LOAD TABLE 2 BEAMS 1.750 X 9.500 LP LVL295OFb-2.OE DESIGN CRITERIA .
VSI: 0.45
56
-
1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY - DESIGN CONSISTS OF 2 - PLIES FASTENED RSI: 0.50
THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE OTHER LOAD CASES TOGETHER (REFER TO NOTES) .
CA
LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. _ _
(DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) LIVE LOAD � 40 PSF
METHODS,WIND AND SEISMIC BRACING,AND OTHER DEAD LOAD = 10 PSF
LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF _ TOTAL LOAD = 50 PSF
THE RESPONSIBILITY OF THE PROJECT ENGINEER . FT-IN-SX FT-IN-SX
OR ARCHITECT. UNIFORM ROOF LIVE TOP 420 PLF 00-00-00 08-06-00 1.15
2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR LIVE TOP 210 PLF 00-00-00 08-06-00 1.00 _ FLR LEFT SPAN CARR. 0.00 FT
LATERAL STABILITY. UNIFORM ROOF DEAD TOP 210 PLF 00-00-00 08-06-00 0.90 FLR RIGHT SPAN CARR. 0.00 FT
3.DO NOT CUT,NOTCH OR DRILL LP LVL. UNIFORM FLOOR DEAD TOP 105 PLF 00-00-00 08-06-00 0.90
4.SHIM ALL BEARINGS FOR FULL CONTACT. UNIFORM FLOOR LIVE TOP 100 PLF 00-00-00 08-06-00 1.00 - DEFLECTION CRITERIA
5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL UNIFORM WALL DEAD TOP 80 PLF 00-00-00 08-06-00 0.90 LIVE LOAD DEFL: L / 360
TO SIZE. UNIFORM FLOOR DEAD .TOP 50 PLF 00-00-00 08-06-00 0.90 TOTAL LOAD DEFL: L / 240
6.THIS LP LVL IS TO BE USED AS A FLOOR BEAM ONLY. UNIFORM BEAM WEIGHT 10 PLF 00-00-00 08-06-00 0.90
7, N EDGE BRACING REQUIRED AT CODE COMPLIANCES
EACH END OF COMPONENT. - WARNING NOTES: - REPORT #
ICC-ES ESR-1254
DESIGN ASSUMES COMPONENTS CARRIED ARE THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. L.A. City RR 25167
APPLIED TO TOP EDGE OF LP LVL,SUCH THAT USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP f-JOISTS IS CCMC 11518-R
LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW WISCONSIN 200124-W
ATTACH THE TWO PLIES WITH 2 ROWS OF 16d BY A DESIGN PROFESSIONAL. N.Y. CITY MEA 97-94-E
(3-1/2")NAILS AT 12"OC.STAGGER ROWS. HUD MR 1214D
NAILS CAN BE DRIVEN FROM ONE FACE OR HALF MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL
FROM EACH FACE. NAILS MAY BE COMMON OR BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER,
BOX NAILS WITH A MINIMUM SHANK DIAMETER ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS
OF 0.131". 16d SINKERS(3-1/4")MAYBE BEAM IS CAPABLE OF SUPPORTING THE REACTIONS.
USED,BUT HALF MUST BE DRIVEN FROM
EACH FACE. I ANCHOR LP LVL FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. '
sa
210 210
9.500
SUPPORT REACTIONS (LBS)
MAXIMUM B E A R I N G N U M B E R
1 2 1.750
DOWN 4259 4259 I 3.500
UPLIFT --- ---
CROSS SECTION
MIN BEARING SIZES (IN-SX)
3- 4 3- 4
MAXIMUM DEFLECTIONS -
CALCULATED ALLOWABLE -
`LIVE LOAD 0.111, 0.2711
*DEAD LOAD 0.14f1 8- 6- 0
TOTAL LOAD 0.2111 0.411E •••THIS DRAWING IS NOT TO SCALE`••
Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By: 04/27/09 IBC
Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. LP Engineered Wood ProduCtS
plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval •Common nails driven parallel to glue lines shall be spaced a minimum of 4"for tort installed by others. No loads are to be applied to the and instructions from the designers of the complete structure before using and 3"for ad. Nashville,414 Union StTIN SV Suite 2000
Street,
component until after all the framing and fastening are this component. If the design criteria listed above does not meet local 'Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown 37219
,
completed.Al no time shall loads greater than design loads be building code requirements,do not use this design.When this drawing is in published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary Local 909,463.6460
applied to the component. signed and sealed,the structural design is approved as shown in this to the limits set forth hereon,negates any express warranty of the product and LP Fax 866.753.4369
drawing based on data provided by the customer. LP LVL,LP LSL and disclaims all implied warranties including the implied warranties of merchantability National Wets 800.515.7570
Design Criteria CTR,LP Hoists are made without camber and will deflect under load. and fitness for a particular use. -
The design and material specified are in substantial Wootl in direct contact with concrete must be protected as required by
conformity with the latest revisions of NDS and AITC.*Dead code.Continuous lateral support is assumed(wall,floor beam,etc.).LP DWG #
load deflection includes adjustment factor for creep.Total load does not provide on-site inspection.This drawing must have an 'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR
deflection is instantaneous. Architect's or Engineers seal affixed to be considered an Engineering SHEET #
document, LP is a registered trademark of Louisiana-Pacific Corporation.
File:\\fsl\users\dgreenlaw\LP\Beam Calcs\SPARKS_FRASER\WOODE.SPX
The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
_ 600 Washington Street
Boston,MA 02111
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name (Business/Organization/Individual):
Address:
City/State/Zip: 1/l /0 01Phone#: 7-71
Are you an employer? Check the appropriate box: Type of project(required):
1.❑ I am a employer with 4. ❑ I am a general contractor and 1 6. ❑New construction
employees(full and/or part-time).* have hired the sub-contractors
2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling
ship and have no employees These sub-contractors have 8. ❑ Demolition
working for me in any capacity. employees and have workers'
9. uilding addition
[No workers' comp.insurance comp.insurance.
VI
5. ❑ We are a corporation and its ME] Electrical repairs or additions
3.Lyd I am a homeowner doing all work officers have exercised their I LE]Plumbing repairs or additions
myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs
insurance required.]t c. 152, §1(4),and we have no
employees. [No workers' 13.❑ Other
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 hire outside contractors must submit a new affidavit indicating such.
tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name:
Policy#or Self-ins.Lic.#: Expiration Date:
Job Site Address: City/State/Zip:
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
I do hereby certify u er the Varand enalties of perjury that the information provided above is true and correct
Signature: Date:
Phone#:
Official use only. Do not write in this area,to be completed by city or town official
City or Town: Permit/License#
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone#:
Information and Instructions
Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees.
Pu�i ant to this statute,an employee is defined as"...every person in the service of another under any contract of hire,
express'or implied,oral or written."
An mployer is defined as"an individual,partnership,association,corporption or other legal entity,or any two or more
of th foregoing engaged in a joint enterprise,and including the legal re esentatives of a deceased employer,or the
receiver or trustee of an individual,partnership,association or other leg 1 entity,employing employees. However the
owner off a dwelling house having not more than three apartments and ho resides therein,or the occupant of the
dwelling house of another who employs persons to'do rriaintenance,c nstruction or repair work on such dwelling house
or on the g� ands or building appurtenant thereto shall not because such employment be,deemed to be an employer."
MGL chapter 1 ,, §25C(6)also states that"every state or local 1' ensing agency shall withhold the issuance or
renewal of a licen� or permit to operate a business or to con ruct buildings in the commonwealth for any
applicant who has n roduced acceptable evidence of com liance with the insurance coverage required."
Additionally,MGL chap r 152, §25C(7)states"Neither the c mmonwealth nor any of its political subdivisions shall
enter into any contract for performance of public work 1 acceptable evidence of compliance with the insurance
requirements of this chapter h e been presented to the con acting authority."
Applicants _
Please fill out the workers' compensa 'on affidavit com letely,by checking the boxes that apply to your situation and, if
necessary,supply sub-contractors)nam (s),address(e and phone number(s)along with their certificate(s)of
insurance. Limited Liability Companies LC)or L ted Liability Partnerships(LLP)with no employees other than the
members or partners,are not required to c worker ' compensation insurance. If an LLC or LLP does have
employees,a policy is required. Be advised at this ffidavit may be submitted to the Department of Industrial
Accidents for confirmation of insurance covers e. so be sure to sign and date the affidavit. The affidavit should
be returned to the city or town that the applicatio r the permit or license is being requested,not the Department of
Industrial Accidents. Should you have any questi s regarding the law or if you are required to obtain a workers'
compensation policy,please call the Department �he number listed below. Self-insured companies should enter their
self-insurance license number on the appropriate e.
City or Town Officials
Please be sure that the affidavit is complete printed leg ly. The Department has provided a space at the bottom
of the affidavit for you to fill out in the event Office of estigations has to contact you regarding the applicant.
Please be sure to fill in the permit/license nu lllmlll ber which will b used as a reference number. addition,a applicant
umb r. In add on n
P
that must submit multiple permitflicense applications in any giv year,need only submit one affidavit indicating current
policy information(if necessary)and under,"Job Site Address"th pplicant should write"all locations in (city or
town)."A copy of the affidavit that has bon officially stamped or ked by the city or town may be provided to the
applicant as proof that a valid affidavit is/on file for future permits or ' enses. A new affidavit must be filled out each
year.Where a home owner or citizen is obtaining a license or permit ut n elated to any business or commercial venture
(i.e.a dog license or permit to bum leaves etc.)said person is NOT require to complete this affidavit.
The Office of Investigations would like to thank you in advance for your coop e ation and should you have any questions,
please do not hesitate to give us a call$
The Department's-address,,telephone'and fax number:
\ �.�
The Commonwealth of Massachusetts
Department of Industrial Accidents,
Office of Investigations
600 Washington Street
Boston,MA 02111 �
Teli`#617-727-4900 ext 406 or 1-877-MASSAFE
1 Revised 4-24-07 Fax# 617-727-7749
�
1. www.mass.gov/dia
r
J
�t►,E r�
Town of Barnstable
Regulatory Services
BAMSPABIX ; Thomas F.Geiler,Director
9q, 1639. ��� Building Division
RFD MAr A
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: 3_ I�/0
JOB LOCATION:S'1 MI-1&00 M
number street village
..HOMEOWNER": B ao_" r. FoAa_ 5-05Y—7 7 lAm I
name t home phone# , work phone#
CURRENT MAILING ADDRESS: T 1C 1M&7T}4!EA() I•+(' .
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
rewonsible 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 cedes,byl—irs,niles and regulations.
' The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department
minimum inspection procedures and requirements and that he/she will comply with said procedures and
require ts.
e
Signature of o eowner
Approval of Building Official
Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the
State Building Code Section 127.0 Construction Control
HOMEOWNER'S EXEMPTION
The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions
of this section(Section 109.1.1 -Licensing of construction Supervisors);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.
Q:\WPFILES\FORMS\homeexempt.DOC
�TNE � Town of Barnstable `
Regulatory Services
• B" KAS&I'E' Thomas F.Geller,Director
F16jq. Building Division
Tom Perry,Building Commissioner
200 Main Street,Hyannis, 2601
`.r www.town.barnstable a.us
Office: 508-862-4038 , Fax: 508-790-6230
Property er Must
mplete and Sig This Section
If Using Builder
as Owner of the subject property
Vhereby authorize to act on my behalf,
in all matters relative to work autho ' d building permit application for.
(A dress of Jo
Signature of Owner Date
Print Name i� ,
�4
If Property Owner is applying for permit please complete the
Homeowners License Exemption Form on the reverse side.
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wAL.aloHT elwe.mN-LMu1Ye.LLe1oce PNsLEwe<t e.re.wEp,rMe eaP.Oi.,Yp N.!at aMM..aoo..P...Enw.N.M..e.m.,.¢nr5w.E-an.... .. rtrt.5�a aa,5er a -.-..-..-- cF-pe
e z Q - .'•..e
'
'q-•
- _
_
.... .........—LE.,...... .
a..a,... eK eitm -
RFa6eF]'1B1]lei eed ENo OF HEdO¢P
E](TewroR GALL e.E.,HN4 To •ev REY>i,PLrRexp e.¢.a YrLLrerEgLY}
MMnxn d6D':v.oRtnldd.Y
rtormuL UEK.uT o<r....ea,tn l......................... "•'•'x-o.G nvG _ ____ ___ ___ ____ __ _______
�1L1L •� rF. ate. � rtH., M1HJ
ev Av r v.'av •O.0,ux•.a•
a
Buee,.rD.o xP6...............................
13]
- Eme w.eP•uxa............................rt•e.coow xOre.,=LE.>,---_--:-----------
— ��¢,ls . .,.-.:.•.::, :,.*.-. , •."e.•.x 9' 1 4 I 416 198 M
_............................
—M—
eNeAn eoHNenw.Mo.w ue coxnox NAu, rr.ela:'t nPA>Etweaoersn ee,aterw ulvt¢runroB�H'uOE nO wua,i aDeetlrurowNa.O L.PpEpa YYrO.LL Yrtu C.E.,NN.a.,>.'roB,rne5lO.N Co.xc.Er.Si---------.-----_-----i->--'e-' ' _ a'•..•e+•..'a-..a.,. .;-'.'•.'•e• 6T' b.
-------------------------------------
24]%%46 9 3 65S59AUNa -----------rtd ....... .............. 341 :3e94S •: .
_...__ ...___. -----------
___._--_
t........ .. ................................... ]-X 9
yKsTuESr
,
910 46] ..•
' BUFJ,uwG rtPE...............................MOTEA,.-._-...'---.-...._-.......--_.---------- !
MAX_
�E.6gt 4� IMUM WALL STUD HEIGHT,STUD SPACING
•.. r •,a-•'e,',a,
nEm wE eneetxa:..........................rteeLEN._--......-..-..---......-........--- ...'ev.'e'..,'e'..'ev.''e. 'n.� BOL aNn•. •a`
N• -""" ------ "'-'-------- RAFTER CONNECTION AND WALL SHEATHING m• 3-ntu 4 IyBs eao T.xP
—
PEwnBM.weL.,Ero,]r wE.,xHa n.aLE II.............:........_:.-......------ ... ,i a•wekl,.•PL.reY.DH�,.
M Apo Tn au 11T EOw Y.0 wT.O=e ,B'D'rDeStOx CONctvT........................... II' 4-MIO 4 ISl4 T]6 r.'. •,•. ••'.
' Yelt aAooE16 'dv
R.,eo now DP2 •. •av av,ev
..........................-------...----......---"---....-........`._..... TABLE 9, WALL OPENINGS-HEADERS . .• ;.•.•.•.'. .'.
BBw
s.1 wRo ool ooFs ✓ IN LOADBEARING WALLS e.
ve r,]..BNa.:B,�Ew,P.x>cH¢n.Ero,,rrors w.Rers.B5E.Yt:r.N T .g e Ymvre,
aoOE oveRu.Na..................................tclOw+¢n,.-........-.-.�R t enAuew oa]'oA LA— ' •.' •.• ..' . 'e'..'av.
• r LOeI>Bee]I weuAeLE ................................. .w_pLF ,R IIPH 6YCE INB EMmEiT THEM rxE K,LWJnxa rR.Pe LLui..cormec owD................... ...................-..--------_.L.�V 7� .ror aum P¢R Tte•uecn Iro
is;YT
eue.w.................. .rteetP Y,.-..............--...........-_--_-.5•�LE e.S,HL BnxM!PEw HOME 9
' R¢)Ge erweP[GwNEO,vve.Y 00.LeR TYa Nor u.ED^Ers rteBLE nl............... ..........i.J+Lc B.>0 r-A.:S1R.Pa PEa.nCM+S n
' =E RAKE wnoo'c¢n..........................
TwuSe ow wAREw caNNEnroH>e,NONxroeoBE•rs�xa Y•LL. o�.LL arlxePS PE]z ewe n
_"' .................................ate.✓R SEPIr,"E�taole>,Br'oo®,aT.6PEw�E,.rwa..lElaN,DNE.,,aNa - FIGURE 11, STUDS AND HEADERS
PwoPwm. eoNH=e,aea E,eal�w a,m Han naam PER E,alme w.tro wa
. .T.N....---..... - .... .....L.�'. TNt]w..oH.aaP.nlNars�aIE.EHTa. ,
LerEw.L Mo.a»Y eo n N.Ea, ..r•.BLB,.,_.....--..-._._--.........-
e.cEana.a oPENuw NE,aNr�BP
wEalwE],o.,5 eHawa M TeBLFA ro.Nn a
Ha xPE............................rpm mo crew ae.00.No z>.00,...-.�-.�_ -� !.THe Boiron!WL PUNE M Exrewrors vuLu ew.LL BE.nl.arun r w.NonM.L iN,cKl.�eS PaeSwwE rwe.ieo•]-.wave
woo HR.HINa rx...... i.B E ro.ro II.m a<.,InN a Y.LL ems.HB a e m BY n w...ec w.nn.nREw a PEwceN YLL�aH AROUND WALL OPENINGS
woo<tIHE.,xMa F.erEN wa.......
w MR a MRS ERASERI D_*E Renxt»+ DRAWN er PAGE 5L=-E EJB DeJ�'I�.ns
- RENOVATE EXISTING HOME, 3-25-09 A I •® OF��M4src•
59 MASTHEAD ROAD °
q� CENTERVILLE MA, gl
j
4
�114STI���I> L,4AT N
61 ' S 86 3835" E
00' 47.39' Q.
O� Pro's. Lot'22
__o. .0 i
n ` X.
Co V. 15,060f S.F. m
PchJl 0.35t AC.
cn
18.5
l
^ Prop Exist.
Addl Dwg. o
�b #59 ul
N o0
� Prop. I tv `
21.�2'
O.
1 14.0
^ NeW Septic 00 4.9'
- System
0 o I Reserve
v
120.03'
N 89 0458" W
STREET ADDRESS: #59 MASTHEAD LANE
ASSESSORS' MAP 193 PARCEL 91
OWNER: BARRY FRASER
DEED REF.: BK. 4703 PG. 80
PLAN REF.: PL. BK. 274 PG. 5'LOT 22
TOWN OF BARNSTABLE ZONING
BY—LAW,
ZONE RC I CERTIFY THAT TO'THE BEST OF MY PROFESSIONAL
SETBACKS : KNOWLEDGE, INFORMATION AND BELIEF THE DWELLING
FRONT = 20 SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS
SIDE = 10' OF THE ZONING BY—LAW FOR THE TOWN OF BARNSTABLE.
REAR = 10'
PROPERTY LINES SHOWN HEREON
WERE COMPILED FROM AVAILABLE
PLANS OF RECORD AND VERIFIED TERRYANN
ON THE GROUND. WARNER
No.38721
PL 0 T PLAN
s 5 0 THE DWELLING DEPICTED ON THIS SHOWING PROPOSED ADDITION
PLAN WAS LOCATED ON THE GROUND / IN
BY SURVEY ON MAY 8, 2005 AND �f BARNSTABLE MASS.
EXISTS AS SHOWN AS OF THE DATE
OF LOCATION. SCALE.- 1"=40' APRIL 24, 2009
THIS PLAN IS FOR PLOT PLAN,' TERRY A. WARNER, P.L.S.
` PURPOSES,ONL Y. - 22.LONG ROAD
,.
HARWICH, MA. 02645
(508) 432-8309
THIS PLAN IS VOID IF NOT
STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT N0. 05-185PP
F iok?
�LI14 S'T.hTFA q
61 ' S 86 38'35 E
' �h p0 4 .39 4
y N
01 Lot 22
X Exist. 15,060t S.F. m
Sonotube ,' 0.35t AC.
�
1 d
+`- 18.54
o
- � t
Exisf.' Exist.
�bAdd+, DW9.
#59 1 ul
7 nl {4 Exist. 4 ` ONo
10,62'Fdn. Q
�) II CL 3 21.12'
`► Q 11 $ 14.03' j Rl
New' Septic
System
120.03' r'
N 83 0458" W
STREET ADDRESS�`,59 MASTHEAD LANE_�1�
ASSESSORS' MAP 193 PARCEL 91
OWNER: BARRY FRASER
DEED REF.: BK. 4703 PG. 80
PLAN REF.: PL. BK. 274 PG. 5 LOT 22
TOWN OF BARNSTABLE ZONING• '
BY-LAW
ZONE RC I CER77FY THAT TO THE BEST OF MY PROFESSIONAL
SETBACKS : KNOWLEDGE, INFORMATION AND BELIEF THE FOUNDA7ON
FRONT = 20' SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS
SIDE = 10' OF THE ZONING BY-LAW FOR THE TOWN OF BARNSTABLE.
REAR = 10'
PROPERTY LINES SHOWN HEREON QFM44
WERE COMPILED FROM AVAILABLE
PLANS OF RECORD AND VERIFIED �° TERRYANN
F
ON. 7HE GROUND. $ WARNER N "AS—BOIL T"
No.38721
- - PLOT PLAN
THE FOUNDATION DEPICTED ON THIS
PLAN WAS LOCA7E0 ON 7HE GROUND IN
BY SURVEY ON AUG. 6, 2009 AND BARNSTABLE, MASS.
EXISTS AS SHOWN AS OF THE DATE U�'j
OF LOCATION. . V SCALE. l"=40' AUGUST 7, 2009
THIS PLAN IS FOR PLOT PLAN . TERRY A. WARNER, P.L.S
PURPOSES ONLY. 22 LONG ROAD
HARWICH, MA. 02645
008) 432-8309
THIS PLAN IS VOID IF NOT
STAMPED AND SIGNED IN RED. 0 20 40 80
PROJECT NO. 05-185AS
a
4- 13,31 13 AVi vE
ZZ
Zs \� I
'? Q
9.
i
S/LL flE✓.. _ FEZ7- 400✓4 PO.4D
P-'L. O T' PL A "
L OCA T10N -
PLAN 2E F&a26NC4 : BE/n/G 6o7-
Wo M 2c /JS SNdk/�J /AJ PG.A•v 800,-- 27'5
�,� _PAGE •S:
G+:ORG
Co Lo
w� I NEQEBY CEPT/FY T<1A T THE EXiS7-
/ST6 ��� /NG FOU.VDAT/OA./ LCCAT/ON /S(22ZZ6
SURV .45 3'f• OWAI AND TUa4,S---CONFOQMW/TN
�1 y T •/E s 8U/LDiNG SETl3AC�.�'E�u/L'EM
f&ji `i; 76 OF rA1E TOWN OA SA y r��`= ------
v£�XL6�. Wit+✓ .7�. _ _
� Qom. Ld�t/b 3uT21/EYOQ
G.G: GL 3 a a� C.00W.6Cc + T,a yGo2 Co,0�-
x 4,0"o uT1/7�OP7;N1A.
l
Assassor s map and lot nu r .............v ............... BE
• SEPTIC SYSTEM MUQIT .
INSTALLED IN COMPLIANCE
Sewage Permit number .............. ..��.....1,............................. WITH ARTICLE II STATETOWN
SANITARY CODE
IQ
AND
FtNETO�o 'tE
TOW ®F Bt'1R S 03
i •BJBH9TpDLS, i
"b
ON BUILDING INSPECTOR
APPLICATION FOR PERMIT TO .....BUi 1.d...... ..................................................................................................
TYPE OF CONSTRUCTION :............O.n.e...F.amilY....................
9.......................................................................
.............................9................... 6.
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby,applies for a permit according to the following information:
Location ` ............................................................................................
Proposed Use ....Otu e l l n .................................................
.9. .................................:................................................................
Zoning District RC......................................................Fire District ..................
Name of Owner Telle,gen-.Ferrone A.s,Sgc,,....j.nQ\ddress 2Q...QQ.rp.QXi5.t10.n...f.OA0.9....R.enn.1a............
Name of Builder ZO .Cp.rp.p,ra,tio,n Road,,,,,,0,enp.j.s.......... .
Nameof Architect .......NQ.0.e.................................................Address ....................................................................................
Number of Rooms 10 ured cot
........S.1.x.................................................Foundation .............P....o......................nc.....re.......e..........................
Exterior 5�8.'. R1Y. Ceda.r...:t..Clapboard............Roofing ...235 Lb. Asphalt...............
Floors ` pine over 1�2" R1yw00d.................Interior ... '. Sheetrock
Heating FWA - Gas ,,,,,,,,,,,,,,,,,Plumbing 1 1/2 Baths„PUC Waste
Fireplace ....Yqs....-...U.se.d...fla.s.an.r-y...............................Approximate Cost ... 2.�.,.000...RO....... ....... .... . .
Definitive Plan Approved by Planning Board ___9 — 10 _—_______19 73 AY�� C
Diagram of Lot and Building with Dimensions Fee ....
SUBJECT TO APPROVAL OF BOARD OF HEALTH
�o
e-z� �
I herebyagree to conform to all the R�lles and Regulations of the of Barn sta re g he above
contr u tion.
Name ..................................................................................
Tmllegmz~Ferrmna Aaomc1atma° Inc.
_
�
~/ 18573^ 1 1/2 story,
�o '�—..--�.. Permit for ....................................
single family dwell .
.............. ....
Location -- ______.
^
' Centerville
.---------------------.^----
_
��ll Aomwoiatea ��o
C)wne, -----.�������������_______ » ^
Type of [ono/ruction ----�����-----_ ^
�
----------------. '
` ----------
'
���Plot --------_. Lot ----...----' '
Auu
`
` .
' t 10 76
*Permit Granted --������-------]g `
� Date of Inspection -----lV '
�/� /
� Date� Completed ���1�v^ = lA � ^
> '' ' ' ' -----''
. �
. �
. `
' PERMIT REFUSED
.----.---.--.----------' 19
. .
--------------------------'
/ _._--.-------_-------------.
/
. .--.--.—.—.------.----..—..----.
.---.—.---^.-----.—..------`—
`
/ Approved ---------------' lQ .
( .
� ---------------.-------.—..— '
�
-----------------'..--~..—.—..
>
l �
^ . �
�_� �
� 5
a
EXISTING
If if If
FTT
EXISTING
NEW ,2
NEW
21-911 121-611 V-911 41_�II
31-411 61-loll 31-411
SHEAR SHEAR LEFT ELEVATION
SHEAR SHEAR SHEAR
WALL 181-0" L
WALL WALL 181_611 WALL 01
WALL WITH OF FULL HEIGHT SHEATHING = qo WALL WITH OF FULL HEIGHT SHEATHING = qo WALL WITH OF FULL HEIGHT SHEATHING = %
RATIO NAIL EDGE " O.G. FIELD II O,C, RATIO NAIL EDGE " O.G. FIELD " O.C, g RATIO NAIL EDGE 11 O.G. FIELD 11 O.G.
FRONT ELEVATION_
PLATE UPLIFT STRAP
DOUBLE TOP PLATE
- - EXISTING
DOUBLE HEADER
HEADER UPLIFT STRAP
FULL If I III I
--HEIGHT
STUD
—DOUBLE JACK STUD
EXISTING
12
4
NEWNEW ----------------------------- -- - -------
of--
1
of NEW
TYP. STRAPS
---- ----- ------- - -- Cf -�
,,gypp -
• e e s e U e d a 1A s d a r' L•'
h• a +n a a a �QT
d
i i 1
h
N 1
D �
4'4 0
,oJ'o 4'0 4
1
I 1
h'
, D D D •D Dl D D D D II D D D Dp P D D _w
AF
oil
d d d d d 4 d d
I TY . ANCHOR BOLTS AND
D D D P D
P
v
u u u
- • ° a p° ° a °° d 3 X3 X1/4 PLATE WASHE
_
D D D- D P D D D
6 4 e d e 4 e
41_�II II II I II I II II ' II
21-811 4'-8" 2'_8" 11- 61_01t II_ .I 2 -6 5 -O 2 -6 4 -6 5 -O 4-6
SHEAR WALL WITH OF FULL HEIGHT SHEATHING = q, SHEAR SHEAR SHEAR SHEAR %SLIDER OPENING SHEAR SHEAR SHEAR SHEAR
WALL 101-0" WALL WALL 141-011 WALL
WALL RATIO NAIL EDGE 11 O.G. FIELD 11 O.G. WALL I 11 WALL WALL I If WALL AND WALL DETAILS
10 -O 8 -O WALL WITH OF FULL HEIGHT SHEATHING = q, WALL WITH OF FULL HEIGHT SHEATHING = qo
RIGHT ELEVATION � RATIO NAIL EDGE It O.C. FIELD 11 O.G. � RATIO NAIL EDGE 11 O.G. FIELD 11 O.G.
WALL WITH OF FULL HEIGHT SHEATHING = q,
m RATIO NAIL EDGE It O.G. FIELD " O.G.
zoiVE
kt
REAR ELEVATION_
? DATE REVISION DRAWN IBY PAGE SCALE
MR 4 MRS FRASER N RENOVATE EXISTING HOME. — J� C.)&aIgns
k 4� {.0 • OF � 114„sl1-011
4 59 MASTHEAD ROAD Q � �
I � 9 4 ! { 1 { 9 ID II R 13 14 ID I{
Q I I 1 1
rQ �+�N T�R�I�1...� M A� (U PURCHASE of DRa1/INGs LEAVES PURCHASER RE$PONs/BLE FOR COMPLIANCE lU/TH ALL (1J EXACT SIZE.4ND REINFORCEMENT OF.4LL. CONCRETE ROOTINGB (3J ALL FOOT1Nls8 SHALL DCTEND BELOW FR03TL/NE VERIFY DEPTH. 1 p,0. BOX 185 (50BJ 494-9534
(� O LOCAL BUILD/NG CODES AND ORO/NANCES. J9 DE8/GNS MAr NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE '4J VERIFY STRUCTURAL ELEMENTS FOR DES/GN$812E I (� ILdEST BARNSTABLE MA, O?66B
x FOR SITE CONDITIONS OR FOR THE USE OF TNESE ORA!//INCsS DURING CONSTRUCT/ON. PRACTICE' OF CONSTRUCTION VERIFY DES/GN WITH LOCAL ENGINEERR, WITN LOCAL ENG/NEER ANO BUILDING OFF/C/ALB.