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0148 KATHERINE ROAD
L• Y� j . � � h ,.. ; .� ... x r. .: F 7, •, .. 1 �. i. ti A,. ... A.i' r� ,�s 5.' �'. - .e ,, 1�; ,. �.:,�� ,.... ; .. ,, i ... �. �i �� ;. • o _ �. ., - � ,_ � ,. ,. ,: :: ,,. i -•' i v ,� < - � j i i � .� �° . Town of Barnstable Building eTha is o Ca$a;lr,:'=ydF inSaol Tlnhsa pt'�'�ei tc�t:is�.o•:,V."n i sH�iba ls'�e S B.;Ff ereo nm; Permit dUntish Post �M•t�ha,:ed eS tre..,we�t a,App�r ov3 �Permit NO. B-18-3461 Applicant Name: TIMOTHYJOHNSON Approvals. Date Issued: 11/27/2018 Current Use: Structure ' Permit Type: Building-.Addition/Alteration-Residential Expiration Date: 05/27/2019 Foundation: Location: 148 KATHERINE ROAD,CENTERVILLE Map/Lot 228-056 Zoning District: RC Sheathing: Owner on Record: ; Contractor-Name: TIMOTHYJOHNSON Framing: 1 2ly��q Address: Contra'ctorlic'ense� 179608 2 CENTERVILLE, MA 02632 Est Project Cost: $ 19,500.00 Chimney: Y Description: Build a 11'6"x16' Deck with roof package and aluminum track glass §+ Permit Fee: $ 149.49 screen system (3)season Room Insulation: 2-1 719 Remove non bearing wall separating kitchen and dining room. Fee Paid 5149.49 Remove drywall on dining room ceiling to create catherdral ceiling 'Date 11/27/2018 Final: keeping current collar ties f. r. Plumbing/Gas a..:ram .�, •�v _ Project Review Re �. �. .. ., J q k r z Rough Plumbing: - z Building Official Final Plumbing: hough Gas: Final Gas: e t. This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after'issuance. Electrical All work authorized by this permit shall conform to the approved application and the approved construction documents for which.this permit has been granted. All construction,alterations and changes of use of any building and structures shall be incompliance with the local Zomng;byTIawsand codes. Service: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for publicrospection for the entire duration of the work until the completion of the same. Rough: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Final: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Low Voltage Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) on ) Health 6.Insulation Final: 7.Final Inspection before Occupancy Fire Department Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). b* .....F ......... kta �Aj A)pplicz�=N=bcr... �kl ......... * _ �I -fib `O rmit ee .:..........:........:.. Other Fee........................ . Pe XASEL � -,fib• - � �3� Total Fee Paid.............:............:.......................................... TOWN OF BARNSTABLE Pmmit Approval by.. • ... ......... BUILDING PERMIT . ................... Pam........ ..................... MV...� APPLICATION Section 1— Owner's Information and Project Location Proj ect Address VillageeQa2 p If Owners Name " Owners Legal Address C' < �� State �� zip It3' E-mail owners Cell Section 2—Use of Structure R , ) i� ❑ Commercial Structure over 35,000 cubic feet Use Group ❑ Commercial Stfvctnre under 35,000 cubic feet d.ShWje/Two Family Dwelling Section 3—Type of Permit ❑ New Constriction ❑ Move/Relocate ❑ Accessory Structure El Chang ee ❑ Demo/(ere structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire�a&_ build Deck Apartment ❑ Sprinkler Syst , , ' ' 01 t' Addition ❑ Retaining wall ❑ SOL 'j+ ❑ Renovation ❑ Pool ❑ Insulation Other—Specify Section 4-Work Description r W' e Lak onns r , l r� -Ae\RS TAmtnndxtnti-2J9/2018 .- -------- Application Number.................................................... Section 5—Detail Cost of Proposed Construction S33 .Square Footage of Project I 'I Age of Structure Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms(proposed) ; 110 MPH Wind Zone Compliance Method MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ W'ing ❑ .Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply, ,Public ❑ Private Sewage Disposal ❑ Municipal 'WOn Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: `[S� I am using a crane ❑ Yes EI No Section 7—Flood Zone Flood Zone Designation i Within or adjacent to a wetland,coastal bank? - Yes No ❑ Section 8—Zoning Information Zoning District V Proposed Use Lot Area Sq.Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed ? Rear Yard Required Proposed Side Yard Required Proposed j Has this property had relief from the Zoning Board in the past? ❑ Yes ❑" No Last imaated 2/9201 8 I Application Number........................................... Section 9—.Construction Supervisor N k X, Telephone Number 7�L/ �3j (� Address T7 City. State W\a Zip (p License Number 1 Q lC o License Type S Expiration Date Contractors ��1 ` Cell# WC1 cg� co� I understand my re ales and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Mass us State Building Code. I understand the construction inspection procedures,specific inspections and documentation y 780 CMR and the Town of Barnstable.Attach a copy of your license. Signattae Date 1 1 Section-10—Home Improvement Contractor Name o�� Telephone Number i'/ ? � Address City_� �'Xt�l � Q Stated Tip Registration Number I��} l7 U Expiration Date as2�Q- 0 I understand my sponsibilities under the i ides and regulations for Home Improvement Contractors in accordance with 780 CMR the Mass husetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation l by 780 CMR and the Town of Barnstable.Attach a copy of your EUC... Signature Date Section 11-Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rates and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature 4141 Date . I-Fj/1)gl)'--y Print Name a1r, r�S Telephone Number 7? E-mail permit to: j(`� `� i, (\1�► • �V� .....i..a�.i.'i 1nnn1V o Section 12 —Department Sign-Offs Health Department fl Zoning Board(if required) El Historic District ❑ Site Plan Review(if required) ❑ Fire Department Conservation ❑ For commercial work,please take your plans directly to the fire deparbnent for approval, Section 13—Owner's Authorization` L , as Owner of the-subject property hereby authorize to act on my behalf, m all matters relative to work authorized by this building permit application for: (Address of j ob) ' Signature of Owner F , date t o i Print Name i i y. y� + I • 1 ' 3 Last=dated:2/9/2018 i AWC Guide to Woad Construction in High Yljind Areas: .1.70 nzph Wind Zane Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' QCheck Compliance 1.1 SCOPE Wind Speed (3-sec.gust)................:................................................. ............................. ............... .... 110 mph WindExposure Category.................................................................. ..._...................._....................................B 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) sto . 5 2 stories RoofPitch ...........................................................................(Fig 2) ........................................... 512:12 Mean Roof Height ..............................................................(Fig 2)................................................. ft <_33' Building Width,W ...............................................................(Fig 3).............................................. ft _<80' Building Length, L ...............................................................(Fig 3 ft <_80, Building Aspect Ratio (LAW) ...............................................(Fig 4).......... ..............1.. t?......... �<_ 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)...........:.................................... k 68„ FIG ECTIOS 1.3 GeneraN compliance with framingconnections................ Table 2 ......... / 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...................................................................................... . ConcreteMasonry ...................................................... ............. .................. ................. _ 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4)............................................ 3 in. Bolt Spacing from end/joint of plate .............................(Fig 5).................................... in. <_6"— 12" Bolt Embedment—concrete.........................................(Fig 5)...... ............................................7 in. >_ 7„ Bolt Embedment—masonry.........................................(Fig 5)............................................ in.> 15" Plate Washer................................................................(Fig 5)..............................................>3"x 3"x'/4" 3.1 FLOORS ✓ Floor framing member spans checked ...............................(per 780 CMR Chapter 55)............................ .... Maximum Floor Opening Dimension...:...............................(Fig 6).................................................. ft:5 12' — Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)......................................................................... ft 5 d _ Floor Bracing at Endwalls.........I..........................................(Fig 9)...................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)................................... Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening .'.............................. Table 2).. d nails at in edge/_in field 4.1 WALLS Wall Height ?'yll Loadbearing walls........................................................(Fig 10 and Table 5)..........................._ft 5 10, Non-Loadbearing walls .......................:........................(Fig 10 and Table 5)..........................._ft <_20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)................... in. 5 24" o.c. Wall Story Offsets ........................................................(Figs 7 & 8)............................................ ft <_d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..,...........................2x__q_--7—ft_�f in. Non-Loadbearing walls ................................................(Table 5)..............................2x_-_ft_in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).............................................................. v WSP Attic Floor Length................................................(Fig 11)....:........................................ ft>_W/3 Gypsum Ceiling Length (if WSP not used)...................(Fig 11)............................I................_ft>:0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)............................................................. or 1 x 3 ceiling furring strips @ 16"spacing min. with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate AWC Guide to Wood Construction. in High Wind Areas: 1.10 nrph Wind Zone ' Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Tables 7)..................................................... Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Table 8).......................................................� Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ....... .... ........................................... Table 9 ft O in. <_ 11' Sill Plate Spans .........................................................(Table 9).......... ........................--e ft_in. <_ 11' Full Height Studs (no. of studs)....................................(Table 9)....................................................... Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................. ft_in. <_ 12'. Sill Plate Spans.... ....................................................:..(Table 9).................................. ft in. s 12" Full Height Studs (no. of studs)....................................(Table 9)....................................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W Nominal Height of Tallest Opening2 : ........................... 6'8" Sheathing Type..............................................(note 4) Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. � Field Nail Spacing..........................................(Table 10)............:.................................... in. L Shear Connection (no. of 16d common nails)(Table 10)....................................................... Percent Full-Height Sheathing . Table 10 ...................................................._% _ 5%Additional Sheathing for Wall with Opening >6'8"(Design Concepts).................... Maximum Building Dimension, L � Nominal Height of Tallest Opening2....... ....... ......................................I.......I...........1.1)% <_6'8" J Sheathing Type...............................:.........:....(note 4)................:...............:....:............... �C Edge Nail Spacing.........................................(Table 11 or note 4 if less)................:....... in. Field Nail Spacing..........................................(Table 11)................................................. in. 7 Shear Connection (no. of 16d common nails)(Table 11)......................................................._ Percent Full-Height Sheathing.......................(Table 11)...................................................._% 5%Additional Sheathing for Wall with Opening >6'8"(Design Concepts).................... Wall Cladding Ratedfor Wind Speed?................................................................ ............................................................... 5 5.1 ROOFS / Roof framing member spans checked?.........................(For Rafters use AWC SF,an Tool, see BBRS Website) Roof Overhang ...................................................(Figure 19) .............Co' ft s smaller of 2' or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift...............................................(Table 12)............................................U= 170 pif ✓t Lateral .............................................(Table 12).............................................L=1_2_6pIf ✓ Shear...............................................(Table.12)............................................S= plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)............................... T= plf Gable Rake Outlooker.......................................,...(Figure 20) ............. ft<_smaller of 2' or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................AP lb. Lateral (no.of 16d common nails)...(Table 14).........................................L= l�lb. Roof Sheathing Type ...................................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness..............................:............ ..........................................��in. >_7/16"W�S.PI Roof Sheathing Fastening............................................(Table 2).........................................................6�/ AWC Guide to Wood Construetion in High Wind Areas: 1.10 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 C 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-height sheathing requirement shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top pl; iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attache .made to lowest plate at first floor framing. v.Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below: Vertical and Horizontal Nailing for Panel Attachment. —WHEN THIS EDGE RESTS ON FRAMING EME W NAILS AT 11.. 11.E 11 40 re ' '11. •1 Jt 1 1-1 11 '.11 li '• .I Lr 11 .E Il 1� IL 11 Q 1• Ir.W /II ,:11 1r. 1 14 11 tJ 11 t1 1 y'll �I tl 1 NAIL PACM PANES _ Y '' it See.Detail on Next.Page Vertical and;Horizontal Nailing 'for Panel Attachment A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.'1)' a 6?N' r 1 r`. ` 1 r; ,t F r / r ,•� ,1 t FRAMING MEMBERS. i EDGE 94TERMEGIATE + 1 1 r �r r +- 1 1 r� -Z .:318• c 1 ` 3•MIN.' 1. 1 -- _- -f- STRGGEREfl Iq3"MIN iIUUL PATTERN � PAtdEL PANe EDGE DOUBLE HNL EDGE SPAMG Di rAL Detail Vertical and HofizontaI*Nailing forPanel Attachment •®Boise Cascade Double 1-3/411 x 7-1/41! VERSA-LAM@ 2.0 3100 SP Floor Beam Dry 11 span I-No cantilevers 10112 slope October 9, 2018 BC CALC®Design Report Build 6536 File Name: T Johnson_148 Katherine Job Name: Description:HEADER OVER SLIDER Address: 148 Katherine Road Specifier: jlm City, State, Zip: Centerville, MA Designer:. Customer: Tim Johnson Company: Shepley Wood Products Code reports: ESR-1040 Misc: 121 -� _' � '� -'w i i '� -r � � _1 � "v w w._-sir -� �lr w w per yr s � -� --► w s s s w w' � s i w �r � i 08-00-00 BO Total Horizontal Product Length=08-00-00 Reaction Summary (Down/ Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 560/0 729/0 840/0 B 1, 3-1/2" 560/0 729/0 840/0 Live Dead Snow Wind Roof Live Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 08-00-00 20- 10 2 Unf. Area (lb/ft^2) L 00-00-00 08-00-00 15 30 Controls Summary Value %Allowable Duration Case Location Pos. Moment 3,163 ft-Ibs 32.8% 115% 3 04-00-00 End Shear 1,381 Ibs 24.9% 115% 3 00-10-12 Total Load Defl. L/621 (0.146") 38.66/6 n/a 3 04-00-00 Live Load Defl. L/999 (0.086") n/a n/a 6 04-00-00 Max Defl. 0.146" 14.6% n/a 3 04-00-00 Span/Depth 12.5 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 1,779 Ibs n/a 19.4% Unspecified 131 Post 3-1/2" x 3-1/2" 1,779 Ibs n/a 19.4% Unspecified Notes Design meets Code'minimum (L/240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 20091. Design based on Dry Service Condition. Fastener Manufacturer:FastenMaster(tm) ®Boise Cascade Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam Dry 1 span 1,No cantilevers 0/12 slope October 9, 2018 BC CALCO Design Report Build 6536 File Name:- T Johnson_148 Katherine Job Name: Description: HEADER OVER SLIDER Address: 148 Katherine Road Specifier: jlm City, State, Zip: Centerville, MA Designer: Customer: Tim Johnson Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of it l I be verified by anyone who would a ( I output as evidence of suitability f e e e particular application.Output her on building code-accepted desig properties and analysis methods Installation of Boise Cascade eni wood products must be in accorc current Installation Guide and ap building codes.To obtain Installa or ask questions,please call a minimum = 2" c= 3-1/4" (800)232-0788 before installatior b minimum =4" d = 24" e minimum - 1" BC CALC®, BC FRAMER®,AJ: ALLJOIST®,BC RIM BOARDTm All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. BOISE GLULAMT^' SIMPLE FRi Member has no side loads. SYSTEM®,VERSA-LAW),VEF Connectors are: FMTSL338 PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STL trademarks of Boise Cascade W, Products L.L.C. ?Tie Comrnorrivialth u,f-Vussc chusetts Dep arhment of Industrial Accidents - - lI,f w.e of Investigations 600 Washuigion Street .. y Boston,? A 02111 wrinitmass govIdia Workers' Compensation Insurance Affidavit B�ders/ContractorsJElecfricianslPlurabers Applicant Inf6rmatian \ Please Print 1,MbIV Nme(Bi]smeasfl07g2aizationFFn 1}: ���/1 1 , Address: Are . u an employer?Check the appropriate oz: ' Type of project(required): 1.d(J I:a employer with '. ❑I am a general contractor and I . ❑ * have hired the sub-contractors 6. New construction employees(full.andfor part-#ime). " 2.❑ I am a sole proprietor orpartnes. listed on the attached sheet.: 7. ❑Remodeling slip and have no employees , These sub-contractors have 8.,❑ litiou w g for ax a in an capacity. employees and bav a wodcers' orinnb y t3'= 9. Building addition o i4 orbe-M' ca insrance comp_msluranv--l • required_] $. ❑ We am a corporation and its 10_El Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have.esercised their 11-❑Plumbing repairs or additions myw1€[No workers comp-' right of exemption per MGL insurance required.]a c.152,§1(4X and we have no 13.❑Foofrepairs' employees.[No workers' 13.❑Other camp.insurance required_) *Any app&m&Beat checks box#1 Est also fill out the section below showing their vndets'compensation policy infarmairiML I l omeDw nu who submit das aff dat t mdkxt g they are doing all wcA and then hire outside contractors must submit a new affidavit mdicatiag such- rContrwors ihat check this boa must attached as additianat sheet shouting the name of the sub-co aftwAm and state whether or not those entities have eatpioyees. If the suVcaatractors have empl yw%they mastpm idetheir workers'romp.policynumber. I ans an empLoyvr that is prmiding workers'conTensadon inmirauce for uzy earpfofwes Below is the policy and job site fr formadom , :s Insurance Company Nam: Policy 44 or Self-ins.Lic_ �yCC�a05� ( 'I J���l� ExpigatioaDate: 1 Job Site Address: t '.�'J C- ity/StatdZip: Cam- n� 9. V"', , Attach a copy of the workers}compensationpoEcy dedaration page(showing the policy numb rand expiration d e). Failure to secure coverage as required.under Section 25A of MGL c- 157 can lead to the imposition of criminal penalties of a fine up to S 1,59q.00 andtor one-year imprisonment as well as civil penalties.in the form of a STOP WORK ORDER and a fine of up to$254_ day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investrga' o e D1A for insurance coverage terification- I do hereby c Cnnder tha pains ondpenahfes ofper,jury thatthe infat rrzatfouprmidrd re' true mid carrect Siimature. I?ate: S O Phone O,f dal use only. Do not mite in this area,to be completed by city or town o daL City or Town.:. PertgitUcense if Issuing Authority(circle One): 1.Board of Health 2.Building Department 3.City/rown Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: — Phone#: ' r fafarmation and lasiruefions h Lssa ilusetts Ge)a=nl Laws chapter 152 req�es all employers to pravide Workers'compensation for their employees.; pm7su this statute,an errepIayee is defined as."-.every person in the service of another under any contract of hire, express or implied,oral or wiiffim." An emproyEr is defined as"an individual,pa¢inersbip,association,coiporaiion or other legal entfy,or any two or more of the foregoing engaged in a Joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partaessbip,association or other legal entity,employing employees. However the owner of a dvmEing house having not more than three apaitmen s and who resides therein,or the occupant of the - dwelling house of another who employs persons to do maintE=ce,consft cti.on or repair work on such dwelling house or on the grounds or building appzittenazrtthereto shall not because of such employment be,deemed to be an employer." MGL chapter 152,§25C(6)also sues that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buEdmgs in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required" Additionally,MGL chaptex 152, §25C(7)states-Neither the commonwealth nor�Ly of its political subdivisions shall enter into any contract for the performance ofpublic work until acceptable evidence of compliance with the incuranC@.. refE r ments of this chapter have Been presented to the contracting aLdhority" Appficairts , Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation.and,if necessary,supply sub-contractor(s)name(s), address(es)and phone numbers) along with their cm ificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Pai-taerships(LLP)with no employees other than the members or partners,are not rbTiir�to cauy workers' compensation insurance. If an LLC or LLP does have employees,a policy is regnired. Be advised that this afddayit maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage Also be sure to sign and date the affidavit. The affidavit should be retrmmed to the city or town that the application for the permit or license is being requested,not the Department of Ind strial A ccidents. Should you have any questions regarding the law or if you are regair'ed to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their s elf-ir,saran ce license number on the appropriate line. City or Town Officials t Please be sere that the affidavit is complet D and prh ted leg:111y. The Department has provided a space at the,bottom of the affidavit for you to f M out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to Ed in the pmzm Iicrose number which will be used as a reference number. In addition, an applicant that must submit multiple pemiit/license applications in any given.year,need only submit one affidavit iadirating current policy i fomation Cif necessary)and under"Job Site Address"tie applicant should write"all locations ia (city or town)_"A copy of the-affidavit that has been officially stamped or mated by the city or towa may be provided to the applicant as proof that a valid affidavit is on file for fut cam permits or licenses_ A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial ventrz-e (ie. a dog license or permit to bum leaves etc.)said person is NOT rujaked to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Depart ienfs address,telephone and fax number. -The Cauman an-of Massachusetts IIepartnent of Industdal Accidents office offllvesfigatiops �Q��ashiugtan t BQstou�MA 02111 T'L 4 617-727-4900 QXt 4-06 or 1-9 -MA-S, AAFR Fax#617-727-7749 Revised 4-24-07 mas oWdia JOHN-10 t ACORl7►� CERTIFICATE OF LIABILITY INSURANCE DATE(MM11 03123/ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDE CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE P( BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A'CONTRACT BETWEEN THE ISSUING INSURER(S), AUTH, REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. if SUBROGATION IS WAIVED, su the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer righl certificate holder in lieu of such endorsements. PRODUCER C ONTACT Hyannis Office ` Bryden&Sullivan Ins Agency PHONE FAX 88 Falmouth Road LAM.N .508-775-6060 ,vc.No: 508-790- Hyannis, MA 02601 E-MAI ADDRESS: Hyannis Office INSURER(S)AFFORDING COVERAGE- INSURERANGM Insurance Company, 14, INSURED Timothy P.Johnson dba INSURERB:Citation 40i Timothy P Johnson Construction INSURER c.:Assaciated Employers Insurance 378 Plum St West Barnstable, MA 02668 INSURERD:' INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHI CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED'BY THE POLICIES DESCRIBED HEREIN IS SUBJECT.TO ALL THE EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID'CLAIMS. INSR TYPE OF INSURANCE AD p WV SUER POLICY POLICYNUMBER MMIDD EFF POLICYMMIDD EXP LIMITS LTR A COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS MADE a OCCUR M PT7064K 11/10t2017 111101201.8 DAMAGE TO RENTED PREMISES Ea occurrence $ X Business Owners MED EXP(Anyone Person) $ . PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ X RI LOC PRODUCTS $POLICY❑ ,} OTHER: $ AUTOMOBILE LIABILITY Ea BINEntSINGLE LIMIT $ B ANY AUTO BCLRYL` 04/28/2017 ,04128/2018 BODILY INJURY(Per person) $ ALLOW NED X SCHEDULED BODILY INJURY(Per accident) $. AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE . AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LLABILITY STATUTE .. ER C ANY PROPRIETORIPARTNERIEXECUTIVE Y/N WCC500501,14562017A 11/02/2017 11/02/20'18 E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? ] N I-A —"— (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES-(ACORD 101,Additional Remarks Schedule,may attached if more-space is required) Certificate issued for insurance verification-Certificate Holder is included as an additional insured with respect to General Livability if required by a written contract. CERTIFICATE HOLDER CANCELLATION .'BARNSTT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVE ACCORDANCE WITH THE POLICY PROVISIONS. .f - Town of Barnstable 397 Main St. At rrwn617=n oFOOFCCIJTATn/C y Commonwealth of-Massachusetts W. DixAsion of Professional Ucensure Bo'ard'ofBuilciingReguiations aria Stand,ands ,Const,��tCt�$rl`�SiS. qrvisor . CS-10169.E ?ic,es 0812312020 j ? SA TIMOTHY P JOHNSOtu a �° ' 378 PLUM ST i WEST BARf4STAPLE MA 0266$ l Commissioner. } opt Town of Barnstable Building Department Services BAMSTABLE. ' Brian Florence, CBO 9$,orF039. 61 Building Commissioner 200 Main Street, Hyannis,MA.02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fens s installed and all_final inspections are performed and accepted. Signature of Owner Signatut f Applicant Print Name Print Name 1 � } gl Date 10/11/2018 Office of Consumer Affairs&Business Regulation-Mass.Gov � = Mass.gov Oyy� %ct8 ci) nuo me rop a of Co Affa � r,c B u s lull 18-311 S S g U i� o n (OCA R) j HIC Registration Cdmplaints Registration 179608 Registrant Timothy P Johnson Name TIMOTHY JOHNSON Address 378 Plum St City, State West Barnstable, MA 02668 Zip Expiration 08/20/2020 Date Complaints Details hftps://services.oca.state.ma.us/hic/licdetails.aspx?txtSearchLN=179608 1/2 ®Boise Cascade Double 1-1/2" x 9-1/4" VERSA-LAW 2.0 3100 SP Roof Beam\RB02 Dry 11 span, No cantilevers 0112 slope November 23, 2018 15:15:53 BC CALC@ Design Report Build 6536 File Name: T Johnson_148 Katherine Job Name: Description: EXTERIOR WALL HEADER Address: 148 Katherine Road Specifier: jlm City, State, Zip:Centerville, MA Designer Customer: Tim Johnson Company: Shepley Wood Products Code reports: ESR-1040 Misc: S 12 t H 12.00-00 BO 61 Total Horizontal Product Length=12-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 696/0 960/0 B1, 3-1/2" 696/0 960/0 Live Dead. Snow Wind Roof Live Trib. Load Summary , Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 12-00-00 15 30 01-04-00 2 Reaction from Desi... Conc. Pt. (Ibs) L 06-00-00 06-00-00 816 1,440• n/a 3 Trapezoidal (lb/ft) L 00-00-00 0 n/a 06-00-00 40 n/a 4 Trapezoidal (lb/ft) R 00-00-00 0 n/a 06-00-00 40 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 8,096 ft-Ibs 61.9% 115% 4 06-00-00 End Shear 1,584 Ibs 26:1% 115% 4 01-00-12 Total Load Defl. U337 (0.411") 53.4% n/a 4 06-00-00 Live Load Defl. U573 (0.242") 41.9% n/a 5 06-00-00 Max Defl. 0.411" 41.1% n/a 4 06-00-00 Span/Depth 15 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x w) Value Support Member Material � BO Post 3-1/2"x 3" 1,656lbs n/a 21% - Unspecified oz 131 Post 3-1/2"x 3" 1,656 lbs n/a 21% Unspecifigd *0 4 Gfi �A. Cautions For roof members with slope(1/4)/12 or less final design.must ensure that ponding instability , will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow; .. surcharge load. S Notes Page 1 of 2 Boise Cascade Double 1-1/2" x 9-1/4" VERSA-LAM@ 2.0 3100 SP Roof Beam1RB02 Dry 1 span No cantilevers 1 0/12 slope November 2.3, 2018 15:15:53 BC CALC® Design Report Build 6536 File Name: T Johnson_148 Katherine Job Name: Description: EXTERIOR WALL HEADER . Address: 148 Katherine Road Specifier: jim City, State, Zip: Centerville, MA Designer: Customer: Tim Johnson Company: Shepley Wood Products Code reports: ESR-1040 Misc: Design meets Code minimum (L/180)Total load deflection criteria, Disclosure Design meets Code minimum (L/240) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum Total load deflection criteria. be verified by anyone who would rely on Calculations assume member is fully braced. output as evidence of suitability for BC CALC® analysis is based on IBC 2009. particular application.Output here based Y on building code-accepted design Design based on Dry Service Condition, properties and analysis methods. Fastener Manufacturer:FastenMaster(tm) Installation of Boise Cascade engineered wood products must be in accordance with current installation Guide and applicable Connection Diagram building codes.To obtain Installation Guide b +- . d or ask questions,please call (800)232-0788 before installation. a 1 --- i BC CALC®,BC FRAMER®,AJSTm, c ALLJOIST®,BC RIM BOARD'^" BCI®, �_ • BOISE GLULAMrm SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM@, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. a minimum =2" c = 5-1/4" b minimum =4" d = 24" e minimum = 1" Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: FMTSL338 ®Boise Cascade Double 1-314" x 11-718" VERSA-LAM@ 2.0 3100 SP Roof Beam1R1301 Dry 1 span No cantilevers 1 0/12 slope November 23, 2018 15:15:53 BC CALCO Design Report Build 6536 File Name: T Johnson_148 Katherine Job Name: Description: RIDGE Address: 148 Katherine Road Specifier: jlm City, State, Zip: Centerville, MA Designer: - Customer: Tim Johnson Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d—► Completeness and accuracy of input must be verified by anyone who would rely on a I I output as evidence of suitability for • ,-• : particular application.Output here based c on building code-accepted design properties and analysis methods. • _ • • Installation of Boise Cascade engineered wood products must be in accordance with e I current Installation Guide and applicable building codes.To obtain Installation Guide a minimum = 2" c = 7-7/8" or ask questions,please call (800)232-0788 before installation. b minimum = 4" d = 24" e minimum = 1" BC CALCO,BC FRAMER®,AJS' ALLJOIST®,BC RIM BOARDTM,BCI®, All FastenMaster screws may be installed from one side of multiply Versa-Lam-beams. BOISE GLULAM'"^ SIMPLE FRAMING Member has no side loads. SYSTEM@,VERSA-LAM®,VERSA-RIM Connectors are: FMTSL338 Plus VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. TftlseCascade Double 1-3/4" x 11-7/8" VERSA-LAM@ 2.0, 3100 SP Roof BeamIRB01 Dry 1 span No cantilevers 10112 slope November 23, 2018 15:15:53 BC CALC® Design Report Build 6536 File Name: T Johnson 148 Katherine Job Name: Description: RIDGE Address: 148 Katherine Road Specifier: . jim City, State, Zip:Centerville, MA Designer: Customer: Tim Johnson Company: Shepley Wood Products Code reports: ESR-1040 Misc: a 12 1 6-00-00 BO 131 Total Horizontal Product Length=16-00-00 Reaction Summary(Down I Uplift) (Ibs Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 816/0 1,440/0 B1, 3-1/2" 816/0 1,440/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 900/0 115% 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 16-00-00 15 30 06-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 8,515 ft-Ibs 34.8% 115% 4 08-00-00 End Shear 1,895lbs 20.9% 115% 4 01-03-06 Total Load Defl. U492 (0.379") 36.6% n/a 4 08-00-00 Live Load Defl. U771 (0.242") 31.1% n/a 5 08-00-00 Max Defl. 0.379" 37.9% n/a 4 08-00-00 Span/Depth 15.7 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x M Value Support Member Material BO Post 3-1/2"x 3-1/2" 2,256 Ibs n/a 24.6% Unspecified 131 Post 3-1/2"x 3-1/2" 2,256 lbs n/a 24.6% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC@ analysis is based on IBC 2009. Design based on Dry Service Condition. Fastener Manufacturer:FastenMaster(tm) Page 1 of 2 ®Boise cascade Double 1-3/4" x 7-1/4" VERSA-LAM@ 2.0 3100 SP Floor Beam1F1301 Dry 1 span No cantilevers 1 0/12 slope November 23, 2018 15:15:45 BC CALC® Design Report Build 6536 File Name: T Johnson_148 Katherine Job Name: Description: HEADER OVER SLIDER Address: 148 Katherine Road Specifier: jim City, State, Zip:Centerville, MA Designer: Customer: Tim Johnson Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d--�� Completeness and accuracy of input must - be verified by anyone who would rely on a # I output as evidence of suitability for ---. : particular application.Output here based on building code-accepted design properties and analysis methods. ' • • Installation of Boise Cascade engineered wood products must be in accordance with _mil a i� current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c = 3-1/4" (800)232-0788 before installation. b minimum = 4" d = 24" e minimum = 1" BC CALC®,BC FRAMER®,AJSTm, ALLJOISTO,BC RIM BOARD T-,BCI®, Connection design assumes point load is top-loaded. For connection design of side-loaded BOISE GLULAMTP° SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM@,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. VERSA-STRAND®,VERSA-STUD®are Member has no side loads. trademarks of Boise Cascade Wood Connectors are: FMTSL338 Products L.L.C. �i-f-L000r Y ®Boise Cascade Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam1F1301 Dry 1 span No cantilevers 0/12.slope November 23, 2018 15:15:45 BC CALC® Design Report Build 6536 File Name: T Johnson 148 Katherine Job Name: Description: HEADER OVER SLIDER Address: 148 Katherine Road Specifier: jim City, State, Zip:Centerville, MA Designer: Customer: Tim Johnson Company: Shepley Wood Products Code reports: ESR-1040 Misc: I I 1 1 t f a i 2 BO OB-00-00 B1 Total Horizontal Product Length=08-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 560/0 1,138/0 1,560/0 B1, 3-1/2" 560/0 1,137/0 1,560/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160%.125% 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 08-00-00 20 10 07-00-00 2 Unf. Area (lb/ft^2) L 00-00-00 08-00-00 15 30 07-00-00 3 Reaction from Desi... Conc. Pt. (Ibs) L 04-00-00 04-00-00 816 1,440 n/a Controls Summary value %Allowable Duration Case Location Pos. Moment 7,044 ft-Ibs 73.1% 115% 2 04-00-00 End Shear 2,346 Ibs 42.3% 115% 2 00-10-12 Total Load Defl. U317 (0.285") 75.6% n/a 2 04-00-00 Live Load Defl. U536(0.169") 67.1% n/a 5 04-00-00 Max Defl, 0.285" 28.5% n/a . 2 04-00-00 Span/Depth 12.5 n/a n/a• 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 2,728 Ibs n/a 29.7% Unspecified . 131 Post 3-1/2"x 3-1/2" 2,727 Ibs n/a 29.7% Unspecified Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALCO analysis is based on IBC 2009. Design based on Dry Service Condition. Fastener Manufacturer:FastenMaster(tm) Page 1 of 2 � - Town of Barnstable d, . �,� Buildingm Ramat This CardSoThat;it isVrsib;le:from°the;Street A ro§vedPlans.M'ust be<Retamed on J,oband.thls,Card Must;be;Kept PoBARN sted UntilFinal Ins ectton�Has<Been�Made Permit , real° Where a,Cectificateof Occu anc, is Required,such Bulld�ng?shall Notbe Occupied un#�I-aFnallri�spectioi;h as been made ''; Permit No. B-18-4021 Applicant Name: Michael McMahon Approvals Date Issued: 12/10/2018 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 06/10/2019 Foundation: Location: 148 KATHERINE ROAD,CENTERVILLE Map/Lot: 228-056 Zoning District: RC Sheathing: "Ax", � Owner on Record: Lisa Cronan Contractor,Name: MICHAEL T MCMAHON Framing: 1 Address: 148 KATHERINE RD Contractor License: -5CS 068111 2 t CENTERVILLE, MA 02632 Est Project Cost: $4,136.00 Chimney: Description: Weatherization,weatherstripping,air sealing blown cellulosePermlt Fee: $85.00 Insulation- a= Fee Paid $85.00 Project Review Req: Final• .Ulf. Date 12/10/2018 r c ,r,r�,fy.,_,_�.. Plumbing/Gas 4y � Rough Plumbing: Building Official Final Plumbing: n This permit shall be deemed abandoned and invalid unless the work authorized this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the"approved construction documentsfor which this permit has been granted. All construction,alterations and changes of use of any building and strut'tures shall be in compliance with the local zoning by laws a d codes. Final Gas This permit shall be displayed in a location clearly visible from access street or;roadand shall be maintained open for public inspection for the entire duration of the work until the completion of the same. ; ,- Electrical The Certificate of Occupancy will not be issued until all applicable signatures by,:the Buildmgkand-Fire Officials are provided on this'permit. Service: Minimum of Five Call Inspections Required for All Construction Work a 1.Foundation or Footing r Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&,Plumbing Inspections to be completed prior to Frame Inspection 5.Prior fo Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation a 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 2 Fuller St. Carver, MA 02330 mcmahoninsulation@gmail.com 781-831-1234 Date:February 20,2019 Permit#:B-18-4021 Address:148 Katherine Rd.Centerville Attn:.Building Inspector Jeffrey Lauzon for the Town of Barnstable, . We installed the following insulation/completed the following'work.at 148 Katherine Rd. Centerville, Ma.02632. Including: • Walls: dense pack cellulose to fill wall cavities via "drill-and-fill" methods This work has been completed to stretch energy codes applicable at the time of installation.The walls have been scanned for voids (missing insulation) with IR scans by our own crews. This work is utility funded and audited,and is held to the highest standards of workmanship and quality. All work has been completed in compliance with State Building'Code 780 CMR. Please don't hesitate to contact us with any questions! Respectfully, Michael T. McMahon Owner . 781-831-1234 a t Town of Barnstable *Permit# a0 � � Expires 6 months fiwffissue 441e. °T Regulatory Services Fee Thomas F.Geiler,Director0 / Building Division ` fP ��I�m Perry,CBO, Building Commissioner 710tvN�� 2010 200 Main Street,Hyannis,MA 02601 8,1 www.town.barnstable.ma:us Office: 508-862-4038RN,3;r, Fax: 508-790-6230 EXPRESS PEIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number ,Z S d S_G> Property Address Residential Value of WorkA S UCH O Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address �-) �tS-r©>4iCf:�_ ,QIt's 1S O�j Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) ® � Construction Supervisor's License#(if applicable) _I ce ,3 1 -1 ❑Workman's Compensation Insurance Check one: I am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) R"Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to l Z o.-A V T 015 A t-- ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof-) ❑ Re-side #of doors ❑ Replacement Windows/doorsAliders.U-Value (maximum.35)#of windows *Where required: Issuance of this permit*does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Im rovement Contractors License&Construction Supervisors License is required. SIGNATURE: C:\Users\decolU\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.OUtlook\DDV87AAZ\EXPRESS:doe Revised 072110 • Board of Bwld�ng Regulatiohs aad Stanza_rds Constructwn SuperVlsor License" Lice GS .9t399 ' B�ictt8ate�. 1965s ;,1r I /29/2610 T# 96399# PETER 4 MUNRO�Fj, 97 HARBOR BL4 & a HYANNIS�MA 02601�M - {} Commissioner77, , Hess Regulat►on eo yroy,�ar+ gusl er Atfa�rs& CTOR e. �Consum CONTRA TyR 1 pfficeof OVEMENT ual' NoME IMP�• �151016 Individ ge9lstrago tion w �' STABLE Bu � :1 MUNRO �� eta Undersecr •� ,.; � 97 HARE 026p1' -�� _ - _ �/ ' . SM t,. ram:;- h 9Z el7)LrI I ±pt + Board of Building Reofis.an da a Construction Supervisor License y License: CS. 96399 _5 Birthdate: 10/29/1965 * ' ' Expiration; 10/29/2010 Tr# 96399 Restriction 00 PETER MUNRO 97 HARBOR BLUFFS HYANNIS. MA 02601 r ;i,.. Commissioner' aan;e4�/sanoy�/,ti M/gin 70 II /uo a an;aa Pu oPue seb aW eo N eo g /d 1so n lnP!e/Pui 01 Jot ppA Po� * ' ��a ayJo e 3;)!q ao asuaa,� r r � r s • BARNS'fABI.E, • Town of Barnstable Regulatory Services Thomas F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us A Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder C-b "'kh I, .Q k-19 ,as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building pernut application for: Ka CU (Address of Job) 3 Signa of Owner D e t1(10 RAJ t Yi Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Intemet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 I i The Commonwealth of Massachusetts -- O 'ce.ofInvestiga6wa, 600 Washington Stmet B'osion,.AM 02111 ivmv.masmgov1dia Workers"Compensation Insurance Affidavit.Bunl'de io ac ws/EIledriciansfflumbers: Applicant Information Please Print b .Na=(B on&urmiahal)c � �-�-- Imo` q-tom f y-p - Add,.:' I-1 WAFleV- Ot-CAFVS PD A GittylS.tatrlzipc 1 A-0`k"$i PIA oeCeO f Plxvu.# 5-0 P> (`�.C - 3 q Are you an employer: Check the appropriate box; Type of project.(required): 1.-❑ I am.a employer'with 4• ❑ I am a general contractor rind I oyees(�and(vrpaat-�e)- have hired the sub-cantaa�sas 6_ ❑New c?amsfstuuasFiorV. 2. I amp.a sole pmpaietor orpartner listed on the atta6ed sheet. 7. ❑REmwdelivg ship and have no employees. Them sub-vonfractars have ❑Deenwhtiosn. wordng for xme in atny capacity. empl i grees and have v odors' q_ ❑Building addition. [No workers'comp-inswance. camp.M31N tM mod] 5- ❑ We are a corporation and'its. 1{1-❑Electrical arias or additions. 3-.❑ I amp a homeowner doing all wok ofaaers have exercised their I I-❑Plumbing repairs or additions myself[No workers' right of e:sempfiosn.per A+OL 12-❑Ra4repaiis insurance required_]f c-.1152,§1(!X andwe.have no, employees.[No worlms' 13-❑other comp:insurance required.]) *Amy Wffuast.ehatehedcs box#1 ems[also 511ourthe Milan below-sbaWinng ei&VMIRers'compm%tionpoliey inknEa dmL B3Tanieorvuers VbD submat obis afEdw r im&zetimg they axe dams all Wan amd Then trice autn&eantmactars umst mbmir a mea afdsvfrt indicating mdi C'am�ac6nrs iPoa t etiech:tls�s 6> .mist aRtecbacll a�addiriQmal Ater showkg the mne of ite sub-ca=zttom and stare whe*ar ar'nw ihnse en&ksbwe eavlayees. Ifthe sub-canuwoas bwe emplayees,Meyxmust psvide:thgir l%mrkm'comp_polmy nmmber- I ruin era OMPIoyes thfltigpronfa V W&FkOn'can sa'tiffn trasesraeerce far Tray a iUPL OM Bdtosv is thapeatecy ands ab sfte inforinalimL Insurance Company Name: Policy#or Self-erns-Brie- Expiration Rate: Job Site Addles: CttylStateta: Aftach a caspy=of the workers'compensation policy declaratiorn,page(showing the policy number and expiration elate). Failure to secure:coverage as required under r See tiou.25A of MGL c. 152 can lead to the imposition of criminal penalties of a, fine up to.$1,500M and/Gr.one-year imprisonment,as well as civil penalties in the fbrma of a STOP WORK ORDER and a fie of up to$250-00 a.day against the violator. Be advised that a copy of this statement may be forwarded tsr the Office of Investigations of the ID insurance verage verification_ J'do hemby caW&m it was eh&S gJP'g,rra Igya that the>iufortunfign provi4w cabMre'ss tpaaEs andP correcit Date: ��Q Phone#_ O C&I rise.only. Do not wrate in s?lrars area, bee ru'mpleted by city ors topm OffidaL City or Town- PermitJ7kease Issuing Anthor4(sdrde,one). 1.Board of Health 2.Building Department, 3.Cityf ibwn Clerk 4.,Electrical Inspector,5.Plumbing lector 6.Other contact Person:: Phone:aI- 6 ro,5-0 391-0" �9 LIVING ROOM BEDROOM *1 Existing Home Cq a9 - - - - ;p Cs,4RACsE ;. Remove kitchen wall separating dining room Install (3) 2xIO wood framing (2) 2x4 post on each DINING ROOM KITCHEN L2,$„ SEDROO"I *2 r-2 Q - 3,4TI-IROOM .. I .3'-0".x 3'-0" ::.. 2'4"x 3'4" Barnstable Bldg.Dept. Approved by: - Permit#: -3V( New Three Season Room Window/ Door Novi s - Harvey white vinyl Sliding Door 8 0 x 6 8 Low-e, Argon Glass ' Harvey Glass/Screen Aluminum Enclosure System Ff rst Floor layout SCALE 3116" = 1'-0" I 1 I� tl I I. I _ 4i �'- I' I , I 1 1 1 ve 1 Exletino Nome_ .. aaaaa-.a------- i 11 1. V -----L...........r.+l.....:............ ...-. •• --..- ......--- • ---a aaaaa ---------• , Remove Existing window and i.try door Install !-i/4" Lvl Header. :; S 1 /Install a'O x fo'a" slider 1 / ---------------- --------------- II - ----- ----------- ---- . .. ..... .. .... .... .. + .... �WoodRlffl (2)n 2xIO P: ,I, ------------- + 2xiO P T Wood Joist 16" OC o:: New Three Seaeon Room , ______ ___________ _ - -'I 1F r ;IILp; ------------ Oil 21n Sono Tube' with Big foot 1I I 111 .... _ I 2xIO Galvanized Simpson Hangers I Floor Ssstsm - FLOOD SYSTEM - _ SCALE.:: 3/1(o" 11-0" .�..--------------- ------ -------- --_•' .. ----------- ------ - ---- ---------- --- - -------------------- ----------- ---- -- ----------- --' - --------- ; Exteting Home �.; ----- - -- - --- -- - - --------- - - -------------- . . - --------- :� „ r� a : - --- -- ----- -- ---- -_ - ------ --- -- --_-- - --- ------ -- ---- - - iIf urricane Hanger Tie 2x1O Wood Rafters 16" O New Three Season.Room Q2) 11 1/8 LVL rtdge b 9-1/2"LvL .Header 2x6 Wood Collar Tie 1(o" j Roof Framing i oof= SCALE: 3/1ro" _ V_0" BENCHMARK 4" SCHEDULE 40 PVC PIPE CLEAN SAND SOIL Tv a k oa � 9708 TOP OF FOUNDATION 20 FT. MINIMUM MIN. PITCH i PER FT. 2" LAYER OF DATE OF 901E TEST �,V. . /C O.O 10 FT. MINIMUM 2' PRESSURE PIPE 1/� 70 1/� SRN. TEST DONE BY WASHED SHONE WITNESSED BY .D o N ryA i►r t 42A� (ASSUMED) 150 PSI MINIMUM ELEV_ M�K .ai _ 9,c M�,� �T2VN 08SERVATION HOLE ELEV.- g ETE �- 1 CU. FT. OF PERCOLATION RATE � 2 WIN./*404 AT RIBS s CONCRETE DEPTHCOL MO TT. . ANCHOR JA No y /Oyit 3•` 4" CAST IRON PIPE I (OR EQUAL MINIMUM 0' • • L y2 PITCH 1/4 PER FT. LEr s" SUMP �VFl- J8•L� • • - , G 3L � s,�•.J� 4/G ' IEt 9i T �t1D r�LLD 7 Nf �Tit�7 FLOW LINE , ..•�'�S m t' ^i A z 10" DISTRIBUTION • " // x 49 x •.S�' TT£NCH FOMATION m wul M/w L q n►�Q D�vM ��s Y 'MIN. 7v• / GAS 3/H ALL BOX SOIL ABSORPTION IZ •G a/co j.,.,.n ��� I OLE ELEV. - ➢�./� BAFFU N TO BE WATER TESTED .. ADJUST � ELEV. — 1• CHECK 3/4" TO 1T1/2" SYSTEM (SAS) o WASHED STONE VALVE ELEV. -wo,C 7' farUSGS PR)BABLE WATER TABU LE .G SDI LIQUID OUTLET (TO BE PLACED ON FIRM BASE) Cw-A OBSERVED WATER rAHBLE ( i /29/oo) ELEV. - 7 /ZO S FEET 14 INC�HFS 1500 GALLON PUMP BOTTOM OF TEST BOLE ELEV. - WATER ENCOUNTERED AT 'Y•Z ELFY. 6 FEEEE�T 24 INCHES SEPTIC TANK CHAMBER PUMP_ CHAMBER CALCULATIONS 29 INCHES 8 FEET 34 INCHES ELEV. AT INVERT INLET 'a ' 8 REQUIRED FLOW FER CYCLE .25 X 'f40 - GAL/CYCLE ELEV. AT ALARM ON VOLUME PER CYC:.E //o GAL/CYCLE / 7.48 GAO./CU. FT. - /!7 CU. FT./CYCLE DESIGN nONS ELEV. AT PUMP ON VOLUME OF WATER IN PIPE 114 X 0.00694 X �_ FT. - . 7 f CU. FT_ SEWAGE DISPOSAL SYSTEM PROFILE BOTTOM OF AT NSIDE PUMP CHAMBER / �71 TOTAL 6C ). PER CYCLE CU. FT•/►7 CU.� .��' FT. (t000 c.sT•) c NIDAm� NsocilillOom o NOT TO SCALE BOTTOM OF OUTSIDE PUMP CHAMBER STORAGE CAMCI1Y CAL AY / 7.4a GAL/CU. FT. / 34.67 CU. FT./FT. - �. 7 FT. !'LOli1► BO TOTAL Pa'ID1/A� —�. RFown PROVIDED LEGEND BUOYANCY CALCULATIONS: "�/� (uo ciAL�e11�Du►Y x 4 �) •44o c>?At.AwY , 1500 GALLON SEPTIC TANK 1000 GALLON PUMP CHAMBER PUMP AND ALARM ARE TO K ON SEPERATE CIRCUITS. EXISTING SPOT ELEVATION 00„0 SBmTANKCAPACYlY /.3'29*GAL TANK 1500 GA Las. DIO AND VISUAL EXISTING CONTOUR ----00---- WEIGHT OF WATER DISPLACED WEIGHT OF WATER DISPLACED ALARM IS TO BE BOTH AU SEE OF SWIM O. Egg SEPTIC TANK AND PUMP CHAMBER ARE TO BE ASPHALT COATED FINAL SPOT EIEVAl10N ACIUAL S WEIGHT OF TANK PER MANUFACTURER WEIGHT OF TANK PER MANUFACTURER AND HAVE 6 ML POLY ATTACHED. FlNAL .CONTOUR • I SOIL TEST LOCATION Doi 1i00LAZfOtrT RATS < S IMAK f WEIGHT OF HEIGHT OF UTILITY POLE -Q- )EIP7lAJIlffLOADM><An 0.74 GAL.MAYOZY. j EXCESS WEIGHT TO OFFSET FLOTATION EXCESS WEIGHT TO OFFSET FLOTATION TOWN WRIER —1M�MI�� j,g�.A� 1/ x49 t //6�c,.r' 4=34 v/F 2 C i •v-4N VM Z At Y GAS LINE G CATCH `� LZACHINGCAPALITY X=AM "03 tiAl./DATt s99x .7fj TrTlE s a TOWN Ts.o.a xEcxn.aTrorr vARTANCE REQUIEtED: INSEMIBACIIINGCAPACM MA GM.MAY o 1- 0 7 MCPTON 15.248 RESERVE S.A.S. \ N V SN STENE SHALL INCLUDE A RESERVE S.A.S. AREA NOTES: NO S.A.S. AREA,PROPOSED L Ail.WOND ANSHP AM MATF,SIAIS SHALL CONPMd TO D.B.P.TMA S. AND M TOWN RI11BS Alm REGULATIONS FOR TM FACE DISMAL B.o.Ii RECRI1ATION VARIANCES RLQUII.ED: OF SEWACIL <c Div wI•/ r r J' 9 9 • 8 _ o VENT DISTANCE BETWEEN WETLAND a eAS.; 100,REQUmm. 2- CiTYEtS TO SAMMLY UNITS SHALL BE BNfXJM TO�F'(D mac' VENT A 21 ''/ARTANCL REQUESTED PONSM CRAM DISTANCES BETWEEN WETLAND dt SEPTIC TANK; 100' REQUIRED 3. ALL MOK1141111M OF M SANITARY SYSIM SHALL IN'CATAIM 00.-. A_So' VARIA,�TCE REQRJESTFD &IO LOADING TAWM TMY ALB L Mat 0K i 1a fl'r 9 G-�e�G•� P 1.9 ✓E�, OF DBIVBS Q PAIMM ANSAS,E&W LOADlalr<i WWL IM UI M UNM CR \''- WHEIIX 19 Fr.O!DSIM 01PA>LEM AU". 7- PA Tip D C 2/?.v4 I ��- — - s 11/tTiRTA l I MS 20'NWIAW AS TOCoh K.TANE3 yfin D SPAc E I 99.o \ z0l1816G !salt AFlFd 1ATR AUTOOR Y'(1DTAIN SERA F.XGVAIM00�ffi 6. IT1IIlZffiS SAWN ARE APPT60xllAtihTB(1FII.Y. / , I' TO CALL TN3.3Ai1!>!'A?lip-344-7.D3 AT LEAST 72�P2=To 'wOBtCN um 7. COMRACM1111,TO VUW G AM AND IS MATKIM Ag Wi LL Ai gn A PUMP �/ 4 a 7- L Q 0 t4atom P do t7a WMKON SM AM VAiIAT M IS TO cHsl 33 BB BBOUMTO 7W AID OF TM DIBffiW l'NCMD�►Z�.Y. �1 �+r�E2 qe.3 E"'sr. 7-\ t PARMISINPL W2010 .8411-0gre f ooaVa J� �` /S/ w w i t c ..q c o�• •v o s <r 9. LOT 3 MDWN(lK I1f�At 2 2 8 AS PAMM r r f 10. B70SZ�SAIlPARY DNIPOM SY 1 o]W Ot / �- s c '7-1 c p \ �, Mum Hf 1N!!8 LAM. �,S r ,7 X)w K 11. ALL U1S ABTiE)1[ATBRLIL ffiiAti.H$ 1RDiit.t A ;A I TN OF S P=r P=M AROUND TM SOL ABKWUW SV @l% Al0= XEPLACOD WliB SAND AS SrHGTF�Dot 310 CON!1S.2f3 (�}(i,B.1Tffi$f) ;�_ < °; 0-01-4 9�.3 �,,�- \ 'd APPROVED: BGARD OF HEALTH / o•9��. DATE AGENT 1 ►�-�r -,-- ____ �Fz.7 Q- -- _� a r PROPOSED SEPTIC DESIGN 4<-- � "L� -f � -`. LO \ � 7 � C.r rQ,y FOR vv ov G Elj�D L J�18R015/0 c t-s o �•- A.'- \ 9 R'G�� l` S r PROJECT LOCH�N `' P+ ? r 14a //VF )Z.D. ^11AW .Ta Mom./ Z)C.,/E r y r,,� .8 4 21u STi4.81,E s. sr p l �C IL-SHORT Liifi 5M P.10.SIM KITS YAK. . 39� R O Aa i311 _ goo t � /o���CRAlCi r�cy� LaCUS DA1E 3�3o�sc 1: 20 . 7/ SHORT aI v CIVIL H � N No. 27483 :�, RFvISFD ew ^' • /l Fss� LOCATION MAP SHEET E Of / 4 �' �g 3/ 0106 cjL sHoaT P