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0056 WEST TERRACE
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S �__.. .. . u..< ...,.. .�_ .� ..�...0.:':r''�k�1�"2� c�,._.:....� ,afE$s_..� .tk-i-...Rd4'..- .,''Q. ,s a m �" __ .— .— _ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION TOWN OF FARPgA. ��6� � ��� Map �� Parcel 17 *-Iica on # Health Division ` 19he Issued Qo Conservation Division _ Application Fee 67 Planning Dept. - ( I �&' �.�ermit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address Village GHfi?_t t6V r ' Own Address �R tyl Telephone Permit Request _Fo P%-t L—D A '��� l� 2 � f--A h,l t-�i F-0v ADD 1 i i Square feet: 1 st floor: existing $`C�proposed C?0 2nd floor: existing proposed Total new Zoning District G Flood Plain Groundwater Overlay Project Valuation 2�>o 00 Construction Type Lot Size • 2-,-t A Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family V Two Family ❑ Multi-Family (# units) Age of Existing Structure 4to Historic House: ❑Yes ;ZPNo On Old King's Highway: ❑Yes ❑ No Basement Type: V'Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) D Basement Unfinished Area (sq.ft) Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: S existing 0 new Total Room Count (not including baths): existing t�_ new First Floor Room Count Heat Type and Fuel: ❑ Gas Oil ❑ Electric ❑ Other Central Air: ❑Yes XNo Fireplaces: Existing I New Existing wood/coal stove: ❑Yes XNo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes PoNo If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION 11 (BUILDER OR HOMEOWNER) Na e � r`` 4 Lt—� Telephone Number _1>®j�— !o is —2-3,1 J Address t'r/ka-a --g 1-H F �, License # ci k. iatS , MA c 2(ea► Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DE S RE ULTI G FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE T DATE r FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE. OWNER DATE OF INSPECTION: 1 € FOUNDATION FRAME Iw6I(SJQrn�� INSULATION G FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ` 1 The Crxnsxa onivealth ref gssachuseffs Dtejwhnent ref findusbial A ecideaft &e erf:Investigations' 660 Washington Street Boston,MA 02111 . wPmv.wnsLgvv/dia Workers' Compensat ion Insurance?' davitt:B��iers/Ca ntractors/Ele�tr�c ans(Phmbers ' ficant Information Please Trout Le�zbl� Name(Busfimss/O i imllndividmo: KIAOOv �iAtff Address: City/State/Zip: 0— ,4 A i 0-001 Phone g Are you an employer?Check the appropriate box - Type of project(required): . ❑ I am.a general contractor and I 1.❑ I am a employer with 6_ ❑New consblrction employees(fall and/or pack-forme)-* .have hired the sub-eontrackxs 2.❑ I am a sole propriehoi or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees 'These sub-contractors bn a g_ ❑Demolition woddug forme iu any cap�y- employeesand have wr des' er 4. [,wilding,addition [o.wodmrs' comp.insurance ccm,,p,m5corpor z i'� 1f3.❑Electrical airs or additions i required] 5..�We area cocporatiouapd its � 3.❑ I am a homeowner doing all work officers have exercised fwir 1 l_❑Plumbing repairs or additions right of exemption per IV1G3L mysel€[No workers'comp. 1=.❑Roof repairs insurance required.]T c.152,§1(4� and we have no empla o workers' 13.❑Other comp-insuraace retpxirexl.] 'Any wphcm that checis box#1 Liso fill ow the section below shearing their waace&compensation policy informs iam- 1 Homeowners who submit this dUsvd indicating they are doing aawazk aid they bite outside tantracmrs mmsi submit a new affidavit indicating sacb- tContractors tbst cherl this box must attached as additinnal sheet shawbg the nsme of the sab-c antract>ars sud state whether or not moose entities ba-e empl,nnees. If the sub-co-atractors hose employms,they Horst pmvide&eir judgre comp.policy number. lam art#rnpitr3 tar t3rrrt isgtav��idirtg.worlrers'camg�r�sr xr�l i ssrrru�ae for i?�y aargIa}+t Bdiw is the poUcy and jab sit# ia�orr�ratiz7rr. . Insurance Company Name: Policy 4 or.Set€iris.Lio_#: Expiration Date: Job Site Address- Ctty/StafielZrp: i#ttach a copy of the workers'compensation petPcg declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Sectim 25A of MGL c- 152 can lead to the imposition of criminal penalties of a fine up to$1,500-OG and/or one-year imprisonment;as well as civil penalties in$re form of a STOP WORK ORDER and a fate of up to$250-00 a day against the violator. Be a&rised that a copy of this statement may be forwarded to the Office of Imestigatio s of the D for' coverage verifftatitn I tin hereby cerh nrrairn provided abouti ! u and corr°cttirfedu� a 5i Date- Phone#- OJRW.ffl am only. Do not write in this area,to be cmplete+d by oily or tartar of ciaC _ ar Taman. PermitrUcense# Issuing Authority(ci ck one): . L.Board.of Health 2.Building Depar m-mtn 3.Ckylf own Cleric 4.Electrical Inspector 3.Ph*btng Inspector 6.Other.. Phone#: . f Office of Consumer Affairs&Business Regulation-Mass.Gov http://services.oca.state.ma.us/hic/licenseelist.aspx The Official Website of the Office of Consumer Affairs&Business Regulation(OCABR) ? Q Consumer Affairs and Business Regulation 4' Home Consumer Rights and Resources Home Improvement Contracting Home Improvement Contractor Registration Lookup To search by registration number, enter the registration number in the textbox below and click the 'Search' button. Search by Registration Number Search To search by other fields, enter the search criteria in the fields below and click the 'Search Registrants' button. For the State field, use the two character state abbreviation such as "MA "for Massachusetts and "RI" for Rhode Island. All search fields allow partial text so the search will look for any values that begin with what was entered. For example, if you enter"Fr"in the City/Town field and "MA" in the State field then the search will return records for Framingham, Franklin, and Freetown which all begin with "Fr" and are located in Massachusetts. To return less information enter in more criteria. For instance, entering in a state of"MA" will return a large number of records but entering in a state of"MA" and a city/town of "Medford" will lower the results. Search by Registrant's company's munro realty Ilc name Search by Registrant's last name City/Town �- State F Zip code �� Search Registrants) Click on the registration number to view complaint history. You can also view arbitration and Guaranty Fund history. The list is current as of Tuesday, September 16, 2014. Search Results REGISTRANT RESPONSIBLE REGISTRATION ADDRESS EXPIRATION NAME INDIVIDUAL NUMBER DATE MUNRO REALTY LLC. MUNRO, PETER 179776 97 HARBOR BLUFFS 09/09/2016 CurrentS RD HYANNIS, MA 02601 ©2012 Commonwealth of Massachusetts. Mass.Gov®is a registered service mark of the Commonwealth of Massachusetts. 1 of 1 9/17/14,7:29 AM c oFTHE Town`of Barnstable. Regulatory Services + 7ARNSrAM, r MA & Thomas F.Geiler,Director $ . � i6 �A 3 9• ► + .Buildnag.Division Tom Perry,Building.Commissioner 200 Main Street,Hyannis,MA 02601 w ivw.town.barnstable.ma.us Office: 508-862-4038 Fax: .508-790-6230 Property.Owner Must ' Complete and Sign This Section If Using A Builder. I, MA f11J A as Owner of the subject property hereby authorize_ � � �- tAK;µ j to act on my behalf, in all matters relative to work authorized.by this building petwit. (Address of Job) . . **Pool fences and alarms, are the responsibility of the applicant. Pools are not to be filled or u ' ed before fence is installed and all final inspections are perfo ed nd.accepted. At 8ignatute.of Own et: , Signa.t6re of Applicant A C�1 �2 �✓ Print Name. Print Name.. Date . Q:FORMS:OWNERPERNSSIONPOOLS 6/2012 I` THE � Town of Barnstable r. Regulatory Services Thomas F.Geiler,Director . ku+es 16'g. �� Building Division: PIED MA't� ' Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office; 50 8 862-4038 _ Fax: 508-790 6230 HOMEOWNER LICENSE EXEMPTION ""'�• Please Print F. DATE: JOB LOCATION: number street village i "HOMEOWNER": , ! name home phone# work phone# ~' i y CURRENT MAZING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-borupied.dwellumgs;of sic units-or,less and to allow homeowners to engage anindividual for hire who does notpossess a license,provided that the owner acts as supervisor. d.� DEFINITION OF HQgOv h ' t Person(s)'who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling;attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable.to-the Building Official,that he/she.shall be responsible for#1 such work�performedµunde the buildlin permit:(Sec lion`109 1-- The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner y Approval of Building Official V=i Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code.Section 127.0 Construction.Control. HOMEOWNER'S EXEMPTION The Code states that; "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Lic@nsi ofpgnsttvction Supernsors);.pr vided that if the homeowner engages.a persons)for hire to do such work,that such Homeowner shall act-2 s�perviZP, v ' 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 actin u as Supervisor is P g p ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, V 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 caret amend.and adopt such a form/certification for use in your community. . Q:forms:homeexempk generated by REScheck-.Afeb Software Compliance Certificate Project Chernov Energy Code: 2012 IECC Location: Centerville(Barnstable),. Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6237 HDD) w Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 56 West Terrace Kenneth Sadler Centerville, Massachusetts KSA design P.O. Box 1149 Hyannis,Massachusetts 02601 508.790.3922 Compliance: 0.0%Better Than Code Maximum UAi 80 Your UA: 80 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. it DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies �'�, r�s` 'R , *',,e''.�. �'c- "c �'*'� s..vs '"�"�^�x�� .e. " "'Si''�.•�"� � c'�s ',�A *'+ - r 'rv� ..L-:�. �'"..,. � �;; -*t,-� ,�- -ems���,.-"�'�� ���.�.�• � '� �= ����� � - ��eY � a F � �a�. �-+,��^��`�.`� .ems -ram.��- �.?� � �✓ r # _ �� .fix�$ ��x "' � `#�.�� `� Ceiling: Flat or Scissor Truss 256 38.0 0.0 0.030 8 Ceiling:Cathedral 150 • 30.0 0.0 0.034 5 Wall:Wood Frame, 16in.D.C. 148 21.0 0.0 0.057 6 Window:Wood Frame, 2 Pane w/Low-E 26 0.290 8 Door:Glass 1 20 0.300 6 Wall:Wood Frame, 16in.D.C. 187 21.0 0.0 0.057 8 Window:Wood Frame,2 Pane w/Low-E 39 - 0.290 11 Wall:Wood Frame, 16in.o.c. 148 21.0 0.0 0.057 7 Window:Wood Frame, 2 Pane w/Low-E 24 0.290 7 Wall:Wood Frame, 16in.D.C. Y 20 .21.0 0.0 0.057 1 Floor:All-Wood JoistrFruss Over Uncond.Space 400 30.0 0.0 0.033 13 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 buildin has bee esigned to meet the 2012 IECC requirements in REScheck Version 5.5.0 and to comply with the mandatory requireme is ed in EScheck Inspection Checklist. 11+ Name-Title . Signature Date Project Notes: '" Project Title: Chernov,- Report date: 08/28/14 Massachusetts'-Department of Public Safety I }fie �Poawnw�ecuetrlC/ aoaac/��oeGY� i_ Board of Building Regulations and Standards -\ Office of Consumer Affairs&Business Regulation j, OME IMPROVEMENT CONTRACTOR j'' Cunstniction Supervisor s egistration: License: CS-096399 j I '151016 Type: I. sx iration 5/1 aI20,16 DBA PETER F MUNRO-I BARNSTABLE BUILDER '97 HARBOR BLUFFS�RUAD a �k HYANNIS MA 0-2601 - s PETER MUNRO �eP, j 97 HARBOR BLUFFS RD HYANNIS, MA 02601 4i � - -�•-� - '"'k Expiration . Undersecretary I Commissioner 10/29/2014 .., i F21J AV E L I N- Member Report YC1: WIC,y OtMitlii"t � ' Floor Container:FC1 I Label:K20'I Design Tag:i194 Design Passed 1 plece(s)of 11 7/8"TJI®230 Member Type:FloorJoist I Level:Foundation tN N'_ OF C er+ n ' fr Product is Sufficient for Application and Loads Described 7,01 d; OCT -2 AM I'd: 06 1 2 31a" 19'1" --1737Er � L Building Code: IBC 2009 Design Methodology: ASD Member Cut Length: 19'9 3/4" Member Drawing Not to Scale Deslcn Results: Design @ Location _Allowed J3esult LUE ; load CombinationGrouol Critical Reaction 687 lb @ 3 3/8" 1485 lb(3.5") Passed-46% 1.00 1.0 D+1.0 L-(0) Shear 662 lb @ 4 3/8" E 1655 lb Passed-409/6 1.00 1.0 D+1.0 L-(0) Moment 3212 lb-ft @ 9'10 7/8" 4215 lb-ft Passed-76% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.44"@ 9'10 7/8" 0.48"U480 Passed-U530 - I 1.0 D+1.0 L-(0) Total Load Deflection 0.57"@ 9'10 7/8" 0.96"U240 Passed-L/408 1.0 D+1.0 L-(0) TJ Pro Rating 35 25 Passed Decking Material&Attachment: 23/32"x48"x96"Weyerhaeuser Edge Gold Panel(0/24)T&G SF - Glue And Nail Deslan Notes: *For TJ-Pro'"'Rating calculation the controlling span is considered to be supported by walls. 'Bracing(Lu):All compression edges(top and bottom)must be braced at 4-01-10 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. "Member design(strength)is based on loads shown in loading section. Pro Rating and CVC ratings,if shown,are based on 1-04.00 o.c.spacing. SuBDOrts: Maximum Loads to Supports Support Start:End Rye d Bra Source Dead Floor Live Roof Live Snow 1 0":4 3/8" 1.75" E5(i37) 160 lb 533 lb 2 19'5 3/8":19'9 3/4" 1.75" E7(i38) 160 lb 533 lb Loads: Maximum Loads on Member Tvoe Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0":19'9 3/4" FC1 Floor Decking 16 Ib/ft 53 Ib/ft Errors.Warninos.&Notes: "If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. `The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. "Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *The TJ-ProT"Rating shown above is based on the default decking for the floor container. Special decking(if used)was not used in determination of the TJ-Prow Rating. •Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: Munro Chernov Javelin@ Software 5.1.1.15 Design Engine:V6.0.0.50 10/1/2014 3:29:31 PM Page 1 of 2 �kJJA �j 1� p' A !I`E L I uN Member Report Floor Container:FC1 1 Label:K20'I Design Tag:1194 Design Passed 1 plece(s)of 11 7/8"TJI®230 Member Type:FloorJoist I Level:Foundation Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support Information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. "v SUSTAINABLE FORESTRY INITIATIVE File Name: Munro Chernov Javelin®Software 5.1.1.15 Design Engine:V6.0.0.50 10/1/2014 3:29:31 PM Page 2 of 2 ,r - S(o vl��s'C �E�,A�ui✓ G�t���t�.Lt�-tom.. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist fqT �80 Civix 5301.2.1.1)' Check 1.1 SCOPE 14 LUCT -2 A 10: 6 Compliance WindSpeed(3-sec.gust)................................................................... ................................................ 110 mph ✓ WindExposure Category................................................................... .........................:...................................B V- 1.2 APPLICABILITY "�""t°� r . Number of Stories a roof which exceeds 8 in 12 slope s24 l t edo-nsidered a story) ( p _j_stories 5 2 stories ✓ RoofPitch ...........................................................................(Fig 2) ..........................................T.IZ 5 12:12 MeanRoof Height ..............................................................(Fig 2).................................................Aft <_33' BuildingWidth,W ...............................................................(Fig 3)................................................z ft 5 80' BuildingLength, L...............................................................(Fig 3).................................................�ft :5 80, ,� Building Aspect Ratio(L/W) ...............................................(Fig4 Nominal Height of Tallest Opening2 (Fi 4) t� <_6'8" ✓ ................................. g ) ............................................. _1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 f 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)............................................... _Z in. Bolt Spacing from end/joint of plate ............................(Fig 5).................................... (� in. 5 6"-12" ✓ Bolt Embedment-concrete.........................................(Fig 5)................................................ . in. ?7" Bolt Embedment-masonry.........................................(Fig 5)........................................... in.>_ 15" PlateWasher................................................................(Fig 5)..............................................z 3"x 3"x W, �- 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)................................... ✓ Maximum Floor Opening Dimension...................................(Fig 6).................................................. O 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)................................................... aft 5 d ✓ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)................................................... O ft <_d ✓ FloorBracing at Endwalls....................................................(Fig 9)................................................................... ✓ Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)................................... ✓ Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55).......................-' in. 7- Floor Sheathing Fastening..................................................(Table 2).. to d nails at min edge/ IZ-in field ✓ 4.1 WALLS Wall Height „ Loadbearing walls........................................................(Fig 10 and Table 5).......................... ft <_ 10, ✓ Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... aft 5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)................... Ito in.5 24"o.c. ✓ WallStory Offsets ........................................................(Figs 7&8)........................................... o ft 5 d �L 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x (V -1 ft q in. ✓ Non-Loadbearing walls................................................(Table 5)..............................2x(e I ft in. --%7- Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)................................................................. ✓ WSP Attic Floor Length.............................................. (Fig 11).............................. ... ft>_W/3 .. ............ Gypsum Ceiling Length (if WSP not used)...................(Fig 11)............................................IZ.O ft a 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 f Splice Length ........................................................(Fig 13 and Table 6).................................... `+ ft _ ✓ Splice Connection(no.of 16d common nails)..............(Table 6)......................................................... AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections ✓' Lateral(no. of 16d common nails)................................(Tables 7)...................................................... 2— Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)....................................................... Z Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9).................................. (v ft_in.s 11' ✓� SillPlate Spans ........................................................(Table 9)..................................:1 ft_in.:_ 11' Full Height Studs (no.of studs)...................................(Table 9)....................................................... 2.. .r Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) ✓ HeaderSpans.............................................................(Table 9).................................. ft_in.<_12' Sill Plate Spans...........................................................(Table 9)................................. ft_in.<_ 2" 7 Full Height Studs(no.of studs)....................................(Table 9)....................................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W y Nominal Height of Tallest Opening2 ..............................................................................�0<_6'8" SheathingType..............................................(note 4).....................................................- 'L-�''''� Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in• Field Nail Spacing..........................................(Table 10).................................................JZ in. 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 2 (p•�<6'8" Nominal Height of Tallest Opening ....................................................................... µ SheathingType..............................................(note 4)..................................................... ' ki Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 11)................................................. t2 in. Shear Connection (no.of 16d common nails)(Table 11)............................ ... c�+ . . ✓ Percent Full-Height SheathingTable 11 .... .. ....�'�......... ld. % wl 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... J Wall Cladding Ratedfor Wind Speed?............................................................... ............................................................... ✓ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) ✓ Roof Overhang .................................................. (Figure 19).............J ft<_smaller of 2'or U3 9/ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors _2.3� Uplift................................................(Table 12)............................................U- plf J Lateral.............................................(Table 12)............................................. �L= Qpif Shear...............................................(Table 12)............................................S=11 plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T="plf ✓ Gable Rake Outlooker......................................... (Figure 20)............. 0 ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U=`'til lb. Lateral(no.of 16d common nails)...(Table 14).......................................L=j40lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness in.>_7/16"WSP ........................................... .............................................. Roof Sheathing Fastening............................................(Table 2)......................................................... Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not 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 requirements 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. 0 N4 i r to O y , h C-t ❑ .. IQkM 03 40 ol le I -190 ! t l WOEL W i/ /!t t - t t .1 i � � I i � f i t � 1 t t t lr t ry �� 11 Town of Barnstable . 0F7ME Tn-� Regulatory Services ; ;K I' f �V Thomas F.Geiler,Director1 an�vsTns�e. I v: ?, s i :. �. Building Division f1639. Tom Perry,Building Commissioner 200 Main Street, Hyannis;MA 02601 www.town.barnstable.ma.usf ¢_ Office: 508-862-4038 Fax: 508-790-6230 PERMIT# �� FEE: $ �J SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less �ri(lr�kC � Location of shed(address) Village ; Al 1� .. _ 8 7no�t`t� � Wit✓ 3 —Sb.z-�f 3 . Property owner's name Telephone number 1o�6�x8l3�� � Size of Shed Map/Parcel# ; 6'/26. A013 R. Signatu a Date Hyannis Main Street Waterfront Historic District?' Old King's Highway Historic District Commission jurisdiction? Y ' If over 120 square feet,you,must:file with Old King's Highway ' Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS.- THIS FORM MUST BE ACCOMPANIED BY A- x PLOT PLAN ' Q-forms-shedreg REV:052813 r 5 ice" __�------- --.—�'-_ �-- rop LOT #23 CA FROJIECT BENCH MARK. TOP OF F0UNDATION ELEV. 100.00 (Assumed) n LOT #1 Scb �.. \ DECK r d'l(p \ \ \ \ w .--r Lq #t 6- �0.966 Sytoare Feet LOT ASPHALT - ` \�`� \\\ `\ � ,a{` �%`^'--.�� .Y •„� �.,`� -Apr (yam ' 00 LOr \ f % TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map . Parcel Application # �0 6C7 .�( -26 Health Division 'bate Issued 1 Conservation Division Application Fee Planning Dept'. `'Permit Fee. ;k Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis 4 Project Street Address Village .� � Owner_ /�'/ � O�Address PAuc Telephone Permit Request L^t- �Jc�✓1OZO c'.(�Q �J/V : �. ��ir�/' '� Q Square feet: 1 st floor: existing . proposed 2nd floor: existing proposed otal w -o Zoning District Flood Plain Groundwater Overlay roject Valuation /000 Construction Type Lot Size �� Grandfathered: ❑Yes ❑ No If yes, attach supporti g docen�to . Dwelling Type: Single Family:,, �2/ Two'Family ❑ Multi-Family(# units) Age of Existing Structure �� Historic House: ❑Yes Q No On Old King's Highway: ❑Yes ❑ No Basement Type: bfull ❑ Crawl ❑Walkout ❑ Other or Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not,i nluding baths): existing new First Floor Room Count el: ❑ Heat Type and Fu ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes IY"No Fireplaces: Existing i, New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing 0 new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: i Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION - —(BUILDER OR HOMEOWNER)— Name MAT (V P C PA,0,/ Telephone Number (� ? S ' -'p? Address V h Sys License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEB IS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE :'� DATE A i `. FOR OFFICIAL USE ONLY APPLICATION# • � �:.SDATE ISSUED ,;�; =�C . LF•:'� , 1 _ - i� ; .MAP/PARCEL,NO.>>e i. y I?^ :ADDRESS;. = VILLAGE OWNER 1 1 n / • DATE OF INSPECTION: • r LFOUNDATION «'vl'AH ~ 7 i ' f FRAME f INSULATIONJ �a t Y FIREPLACE 1 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL = s GAS:-, qi tT 4 ROUGH RQU: :..a Art FINAL r t•.ttPINALBUILDING4 ' � s :,DATE CLOSED;OI T:— - _. i ASSOCIATION PLAN NO. , r { r 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS ' n APPENDICES CONSUMER INFORMATION FORM-"SUNROOMS" �! Massachusetts State Building Code(780 CMR 6101.3.2.2) The Massachusetts State Building Code(780 CMR)includes provisions to ensure that houses and house additions meet energy efficiency standards.This supplemental CONSUMER INFORMATION FORM is.to be filed as part of the building permit application when a builder/contractor.or homeowner, constructinglinstalling a house addition with very large percentage of glass to opaque wall,seeks to utilize a special energy conservation exemption option for "sunroom" additions to an existing house (780 CMR, - 6101.3.2.2). This FORM is not intended to prevent a homeowner from selecting a"sunroom"of any size, configuration, orientation, form of construction or percent glazing, but rather is only intended to assist homeowners in becoming aware of some of the important energy conservation and year-round comfort considerations involved in selecting and utilizing a"sunroom"addition. The connection of"sunroom"structures to residential buildings Day create comfort and energy consumption issues due to uncontrolled solar gain or uncontrolled radiation cooling of the main house.In the selection and construction/installation of"sunrooms",included below is a non-required,open-ended list of product and design considerations that a homeowner may wish to consider before actually constructing/installing a"sunroom".It is recommended that consumers carefully review these options with their designer,builder,or contractor,in order to minimize potential energy consumption and/or house discomfort issues. In addition,the qualifications and reputation of the company or individuals to be hired are important considerations. PRODUCT AND DESIGN CONSIDERATIONS RELATED TO"SUNROOMS" • Solar Orientation and Natural Shading. ® Type of Glazing ® Insulating value 0 Solar heat gain 0 Frame materials (l • Glazing to frame sealing and gasketing materials/seal durability and/or weather \ tightness of the sunroom O- Adequate ventilation-Operable windows and fans S Applied Shading Systems • Insulation level in floors,walls,and ceilings 0 Possible Sunroom isolation from the main house via a wall and/or door or slider 0 Heating and Cooling.Methods:Efficiency,Zoning and Controls Homeowner Acknowledgment, --- _-. The Massachusetts State BuildingCode,780 CMR 6101.3.2.2,requires that the actual ro q p perty owner(not the owner's agent or representative)acknowledge receipt of this CONsuMERINFORMATION FORM prior to issuance of a Building Permit for a project that includes"sunroom" additions to an existing residential building. In accordance with this requ' Tent,the undersigned hereby acknowledges that she/he has read the information in this meat co rnin nroom comfort and energy conservation. gnature of A uilding Owner Date Print Name Address of Permitted Project Owner Address(if different than project location) Owner's telephone number 3/23/07 (Effec&9 4/1/07) 780 CMR-Seventh Edition 1027 ' The Commonwealth of Massa chtcsetts Department of Industridl Accidents f . 1 Office of Investigations 600 Washington Street [ ` Boston, MA 02111 yy www.7nass.gov/dia- Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers X licant Information Please Print Legibly Name (Business/Organiiation/Individual): Address: 73 \�— (D % _ O 2 l Phone #; (`7. - .�� _.' �_ . ,City/State/Zip: � - - . Are you an employer? Check the appropriate box: Type of project (required): .0 I am a employer 4• ❑ Tam a general contractor and.1 6 ❑ New construction errip7oyees(full and/or part-time).* have'hied the sub-contractors... _ 2.❑ 1 am,a sole proprietor.or partner- listed on the attacbed sheet. 7. ❑ Rerriodeling ship`and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' 9 ❑ Building addition [No workers' comp. insurance ' comp. insurance. required.) 5. ❑ We are a corporation and its - 10.❑ Electrical repairs or additions 3. I^am a homeowner doing all work officers have exercised their 1'1.0 PlLirnbingrepairs or additions ` right of exemption per MGL 12.❑Roof repairs ' myself. [No workers .comp. insurance re wired, t c, I52 §1(4), and we have no q 73..❑ Other employees. [No workers' comp. insurance required.) , ftnyapplicanl Lha[checks box#] must also rill out the section below showing[heir workers'-compensation policy infonria.LiDo-: t Homeowners who submit this affidaviCindieating Lbcy are doing all work..and then hire outside contractors must su.bmil a new affdavil indicating such. #Contractors 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,Lhcy must provide their workers'comp,policy number, I am an employer that is providing workers'compensation insurance for my employees. $elow is the policy and jab site information Insurance Company Name: Policy# or Self-ins. Lic. #: Expiration Date: Job.Site Address: City/Stafe/Zip: Attach a copy of the workers' compensation policy declaration page (showing tli.e policy number ;ind.expiration,date). Failure to secure coverage as required under Section 25A ofMCL c, 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of STOP WORK ORDER and a fine of up to S250.00 a day against the violator. Be 11 advised that a copy of this statement maybe forwarded to the Office of Investigations of the DL for insurance cover (cation. - I do hereby eert c Lhe pains an .penalties" fperjccry that the information provided above is true and correct. PY'49F hone Official use only. Do not write in this area, to be completed by city or town official . City or Town; Permcense # Issuing Authority (circle on 1. Board of Health 2. Building Department 3, City/Town Clerk 4.Electrical Inspector 5. Plumbing.Inspector 6. Othei Contact Person; Phone#: Information and fnstructzons Massachusetts General Laivs chapter 152 requires all employers to provide workers' compensation for their canPl°yees, Pursuant to this statute, an employee is defined as "...every person in the service of another under any coniracl of h•rre, express or implied, oral or written." A-n employer is dcfincd as "an individuaJ, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in ajoint enterprise, and including the legal representatives of a deceased employG7, °f Cbe receiver or trustee of ao individual, partnership, associaliob or other legal entity, employing employees. However the owner of a dwelling house having not more tban three apartments and who resides fherein, or the occupant of the dwelling house of another who employs persons to do mainfenancc, constniclipn�r repair work on such dvve)Jingo house or on the grounds or building appuricnaot thereto shall not because of such em to mcnl be deemed to bean emp Y MGL chapter 152, §25C(6) also slates 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 buildings in the commonwealth for any applicant JYho has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7) states "Neither the commonwealth nor any ofits political subdivisions shall enier'into any contract for theperforrirance ofpublic-work until acCepfable evidence ofcompliancc with the insuranec requirements of this ehapierhave beenpresented to the contracting authority." Applicants Please fi11 out .tbe workers' comp ensalion affidavit completely, by check)ng the boxes that apply to your sitlratic and, if necessary, supply sub-contractor(s) name(s), addresses)and phone numbers)along with their ccrlificaie(s) of insurance• Lim.ifcd Liability Companies (LLC)or Limited Liability Partnerships(LLP) with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, e policy is required. Be advised that this affidavit may be submitted to the Deparmmcni of lodustnaJ Accidents for confirmation ofinsurance coverage. Also be sure to sign and date th-e afi-rdavdt. The affidavit should be rotrirned to the city or town that-the application for thopennit or license is being requested,not theDepartmenl of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a,workers' compensation policy,please e call the Department at th number listed below, Se)f insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom contact ou regarding the ap licant. ' ations has Lo o y, P of the affidav-il for you to fit] out in fhe event the Office oflnveshg applicant Inad.dition an a l� I umber. P Please be sure to fill m the permiUhccnse number which will be used as a.referencc n P current that muss submit multiple permiUlicense applications in any given year, need only submit one affidavit indicating (city or formation if necessa . )abd under"Job Site Address".the applicant should write"all ]ticatrorrs in policy m ( rT as been official] stamped or marked by the cily or toles maY be provided to the da it that h P ; Aco ofthcaff v Y to ach wn). PY applicant as proof that a valid affidavit is on file for future permits or licenses. Anew affidav�lrrusf be filled out e year. Where a home owner or citizen is obtaining a license or permit not related to any blrsiJ)rSiDr commercial venture (i,e, a dog license of permit to burn leaves etc.) said person is NOT required to complete this a:l(.davit. d should youhaye any questions, Tbc Office of investigations wou r e o hn)zpo��rr�dveo-rour rat;r,r an please do not besitaie to give us a call. The Depar(mcnt's address,lclephonc and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of 7nYestigations 600 Washington Street Boston, MA 02 11 1 Td. #� 617-727-4900 exi 406 or 1-877-MASSAFE Fax # 617-727-7749 07 Revised 4-24 www.mass.gov/dia 1 Town of Barnstable �,¢ o Regulatory Services = s.tArrsrA.er.E. Thomas F. Geiler, Director t65p. ,� Building Division �rScD Torn Perry, Building Commissioner 200 Maih.Sfrce�_Hyanuis, MA.02601 v44w town_barnstable_tna.us Office: 508-862-403 S Fax: 508-790-(5230 Ero EOWNER LICENSE EXEMPTION ` Plcaso Print D // A DATE: �/ � JDB LOCAMN: � Vl/ 7�� � �Ll✓� nu bcr �,strtr=tt f� /��f�J / /' /vi)lagc �j "HOMEOWNER": /V4 C6'a.C4—,v " `' ✓ (9'� � ^�/ 2� name f� homcQphonc# ork phon # CURRENT MAILING ADDRESS: 7� cityhown state np code Te 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.wbo does not possess a license,provided that the owner acts as supervisor_ DEbT)\MON OR HOjYaO%7\ER Pcrsoa(s)who owns a parcel of land on which he/sbe resides pr intends to reside,,on wiicb 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 constrycts more than one home in a two-year pci iod shall not be considered a hD=OSS'ner. Such "homeowner"shall submit to the Building.Official on a form acceptable to the Building Official, that be./she shall be responsible for all such work perfornard undo the building permit. (Section 109.1.1) 'nc tmdcrsigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws, rules and regulations. The undersigned `homeowner ce that.be/shc understa.ds'the Town of Barnstable Building Dcpartincnt " mirr;rrnIm insp roced and r iremcnts and that be/shc will comply with said procedures and requireme . f - Si Homcowna Approval of Building Official Note: Thrce-family dwellings containing 35,000 cubic feet or larger will be required to comply with th,e State Building Code SCCtiDa 127.0 Construction Control. HOMEOWNER'S EXEMPTION .Tbc Codc states that "Any homeowner performing work for which a building perrvt is required shall be cxcmpt from the provisions of this scctign.(Scc[ion 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a po-son(s)for hire to do such work,that such Homeowner shall act as suer pvisor:" ' Many homeowners who use this exemption arc unaware that they an assuming the responsibilities of a supervisor(.sx Appendix Q, Rv)cs&Rcgvlaoons 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'vnliccnscd person as it would with a)icenscd SvperYisor. The honccowna acting as Supervisor is ultimatc)y responsrb)c. To cnsurc that the homeowner is fully aware of hivher responsibilities, many communities require, as part of the permit application., that the homeowner certify that hchhe understands the responnbilitics of a Supervisor. Dr)the Tart page of this issue is e form currently used by several towns. You may cart t amend and adopt such a, for use in your community. . Q:forms:homccx crept , � YttFr � Town of Barn-stable Regulatory Services HA.RX6TASL.E, Thomas F. Geiler;Director EL) BuiIding Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 Yr w.town.barnstable.ma.us Office: 508-862--4038 Fax: 508-790-6230 Property Owrier.Must t Complete and Sign.This Section AlBtiilder . as Owner of the sub' property hereby authorize to act on my behalf, in all matters relative to work authorized by this building peraz t application for. (Address of Job Signature of Owner Date Print Name If Property Owner is applying for perrrut please complete. the Homeowners License Exemption Form on the averse side. Q:FORMS:O WNEA?ERMI5S101� PARCEL 0KEY N CARD H PERMIT.N REM. ADDN. YR. INSPECTION DATE LISTER TYPE OF IMPROVEMENT OF PROPERTY LOCATION: PHOTO: YES NO , E r , h ; 6 4 E 4 - .. E 3 E i i < a < , t i a i g : . a...,, i �, w a.�.,e*-...,..�.,«k^.,'e.w»t .n^.Mw� >t _ . _ 1 .. .. ... ...e. a.... � .... ..;. ° c .s.,.. "' p {• , f • T py� < ✓" p t .. , i - ...... s . . - i < i s .. �. } a..w. r. _ a ... a 1_1e �� i E �€a a ! ;...a ... °ram .... E j Tt F I , d i i o u F e a s 3 £..{ i e u �> Y t ...E i... f L i Zi f qq ° .......... �, � .e.,a,w, F � ( 1 e: t . , ...:... ..:- t: tv # .e.. .e e_.:.... - �:... ..> Y i y t I I 4. {1 v�-�- i t ; t : ? ry d.... . ._ _......... ... ...._ E E `. [ 73 ..{....e. a a w_.:............. .....a ...a.-._;.....;....; .....r..._....(—„-_......._,.....;.._. .W�.'...w...�. � t I � t A Y. ........:. e __a_..............3.. .. _,....w ....................... -,-_. .-............:...,.. ; '.. ..ems i < e € q 4 a 9 �. --fi r o }f .e e-...... .... .......... ae .s, . ...e - . { ee.....r:.. .,-.-_---•-._. ..e...a....,>•-.,w.._.i.:.-,e....T ...:..: i j 3 - a . ...... .. _.---..,_... . . . - e I >_ :_.,—_„.._. r.. __. i E � 3 „� tJ , _ _,.... E . ; — .... w_ . ... ...:. ......: ._s.....--._:..._:..: , p. . PARCEL# KEY# CARD # PERMIT# REM. ADDN. YR. INSPECTION DATE LISTER TYPE OF IMPROVEMENT .4 7 - OF PROPERTY LqCATION: PHOTO: OVY 6t ES '�m El- -11 SCALE: 1 BLK T1 IT .......... _2441 LLIWA& WE UNI ATIA pp PIS 4 4 41 A-ATO ....I..... ,11 IT111t WE 11�1:�: -W 14441.. W400 Att Q yfffwIg .aq_[ . . if -Alhu Q hit i MAIIJ "AH _7TT I , I ,rTTTTTI it P1 "i AAA L.1 . ........]_-.1 not 014 • Pon- FT FIT ........ 00 wi 41 p t++t Of poll? -xv4f i 11sh- 42 4w 43 I.-J ALIMA . . :EQtQ+f+ ...... ..... LA. 4H LA �j 11,:.d J Am IM, :11 1_1 i jJ _110d , V., .....I.... ......................_0 .......... FU TTT. MOUTH ITtI11101 Q.ELI T1111d ; 11:1:: 1 TT]. TU 1071_11,7'� AS Iv TWA 1 1 Lit lNg n AJ 1 NQ 1+0 7 7 771 tF7 7 -4. VISA STIM . I atir I sill 1 GE 1% 1 uIT11 LIJ ATIM y. MIT till K .................... M. -04 14 I + gy Lot! FW 1 71711 .. .. .. .... 4 AtAl : F L.? "kt A on NJ FAA 414 .14 Tobi-_ it 1±11 Aj I .......... ..... ............... .. ...... �.*.. ......... ................ 4++4-0.10 FAA ...... .............. .......... ......... . ...... .1. - - ` ......... +. .. ...7T =low :5 .......... ..... ....... . ..... ........... -4 Wtft aal VTt1ttjQ:jTj 0 tit r Town.of * of Barnstable �oF �ti Permit# . Lrpires 6 months rout is-sue dare Regulatory SerVICeS Fee y dASS. , Thomas F, Geiler, Director Building Division 12010 Tom Perry, CBO, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.bamstab le,ma.us Office: 508-8.62-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid ipiNroiit Red X-Press Imprita Map/parcel Nurnber Property Address 6 ❑ Residential Value of Work j (� ('� Minimum fee of$35.00 for work under$60.00.00 Owner's Name & Addressl � �°y� l 'L� ,�°t/ZJ(,,� . 7 PA- 1 "oz y 91 ,G Contractor's Narne Telephone Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: I am a sole proprietor SEP 2.1 z0i I am the Idomeowner ❑ I have Worker's Compensation Insurance TOWN OF BARNSTABLE Insurance Company Name Workman's Comp. Policy Copy of Insurance Compliance Certificate must accompany eich permit. Permit Request (check box) �Re-'roof(hurricane nailed) (stripping old shingles) All construction debris g ) Is will be taken to Re-roof(hurricane nailed) (not stripping. Going.over existing layers of roof) Re-side Replacement Wind ows/doors/sliders_. U-Valu #of doors (maximum .35 e 3 ) # of windows_ *Where required: issuance of this permit does not exempt compliance wi er town'departn ent regulations, i.e. Flistoric,Conservation,etc. ***Note: Proper Cvner must'sign Prop tf y Owner Letter !!f .ermission. A c of the Home Improv ment Cont r t r ieense & Construction Supervisors Lie r., GI ense is SIGNATURE: Q:\WFILESIF0RMSlbui1ding permit forrns\EXPRESS.doc Revised 072110 The Corrrrrmorritlea th of-Massaclrrrsetts - - — - D07rfinent of Industrial:Acriderrts ' Office ofInvesfigrations 600 Washhigtorr Street B,ostol-b .,114 02111, Yb wiR tnass.go1'�'dh7 'War{e]'st Compensation his —once Mflcla-vit: Builders/Conti-lictolS,/EIPctiiciins/Pl;tlIIlbers Applicant Info oration Please hint LegibI, Name (Bit"sinemOrguiiza6oullndividet31): Address: City/State/zip:I J " Phone #: Are you an employer?'Check the appropriate box.: Type ofproject(requited): 1_❑ I am a employer with .`l. I am a general contractor and I employees(full and/or part-tame). * have hired the sub-contractors 6. 0 Newconstnrction Z..❑ I am a sole proprietor or partner listed on the attached sheet_ 7- 0 Remodeling sill and have no employees ores These sub-contractors have p P ) 8. .Denw.lifion -working :for me in any capacity. employees and Ilave ivarlcers' [No workers' comp.insuuance comp_tnsuranml 9• ❑.Building addition re. aired. 5. We are.a corporation.and.its 10.�Electrical repairs or,a.ddi6ons 3.V :I am a.homeowner doing all work af3scen have exercised their 11.❑Plumbing repairs or additions myself. (No tworktfs'comp. right of exemption per 1IGL 12.❑Roofrepa:irs' iris-tirance.required.] t c- 152, 1{I); and yve hat e u-o emp.toyees..[No workers'. 13 D;tJther . comp.:MsUrance.required.] 'Any appticaut that checks box#1.must also 8Il out the.section belota,sbawing�their*1011 ers'compnsa:ti.on policy inforvnstion_ Y Homeowners who submit this.affidavit indicating they are doing all work and then hire outside contractors most submit a vew affidavit indicating stub_ yCantraUnrs that check this:boa trust attached au additional sheet shouing the;nsme of the sub-coutri-ows sod stage whether or not those entities have enTloyees. Ifthe sub•-contcactors.have employees,lUy.must provide their wurkers'comp.policy number. I alu an elltploy.er that is providing Yivrkers'cortrpertsrcnon in;Fnr airce for retp enrployevs. .Belott is rite policy and,job site Ir forniratiol4 T Insurance Company Name: ' Policy#Or Self-ins.Lic. Exp.iratron Ditte: Job Site Address: City/State/Zip Attach a copy of thee ivoi-kers'compensation policy dec oration page(slioiving the policy number and espir°ation dite). Failure to secure coverage as requirid under Section 2.5A of IvlGL c. 152 can lead to the irnpwition of criminal penalties of a fine up to$1.,500.00 and/or one-year imprisonment,as well.&%civil petaalli.es in the fon-n of a STOP WORK ORDER and a fine of up to$250.00 a day a mint the violator. -Be advised that a copy of this statement Wray be,foivarded to the Office of Investigations of the for insuranc s r ge verification. I do Itereby cer der the pair and es of perjllry tit at the inforrrrrrt an prmnded abo y�is(fire and correct. Signature: Date` K Phone Official use only. Do riot tvrite in this'area,'to_be completed by city or lotvn of vial City or Town: Per m t/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3. City/Town Clerk 4,Electrical Inspertor 5.Plumbing Inspector 6.Other Contact Person: Phone#: 6 �(HE Town of Barnstable Regulatory „ w Services 13�wj�(ASS. Thomas F. Geiler, Director ,639' r10 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 ' www,town.ba rnsta b le.run.us Office. 518-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: / JOB LOCATION: � VV P�r� C yzz number g� y� � /�/s�treeett / village "HOMEOWNER" �v/ VTR 1 ��l C%IL-OL a /��� name homephone g work hone N CURRENT MAILNG ADDRESS: �� �� 1`--'T S� � cJ D2elV -�6 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there,is, or is intended to be, a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit (Section I09,I.I) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws, rules and regulations. The uer ' ned"homeown certi es that he/she understands the Town of Barnstable Building Department minimum inspection pro d es and require is an t he/she will comply with said procedures and requirements. u of Homeowner 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 1091.1 -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 applicalioh,that the homeowner certify that he/she understands the responsibilities ofa 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:IWPHLESIFORMSIbuilding permit formslEXPRESS.doc Revised 072110 of Try r { • HARNSTAELE, MASS. i639' Town of Barnstable 1� prf0 MA'S A Regulatory Services Thomas F. Geiler, Director Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us 1 t t Office: 508-862-4038 �`.(?�' Fax: 508-790-6230 L Property,Ownet, Must Complete arld;Sign Xhis Section If Using A Builder _ ._.._.......---. - ------ I, as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this biulding permit application for: (Address of Job) -- Signature of Owner Date Print Name )f Property Owner is applying for permit, please complete the Homeowners License Exemption Form on the reverse side. QAWPFILESIF0RMSlbuilding permit formslEXPRESS.doc Revised 07211 b 'CENTERVILLE ` PARCEL ID: M v Q • • k 207/083 :50 -- S� LOCUS: _ 21 ))E �' �� 56• WEST r, 50 _ . TERRACE , ° p F PARCEL ID: 9.4' A ` 207/117 REA=.24 ACRES o • o » moo,, ZG r PARCELo r O PARCEL ID: D /\ 207/099 F / 207 116 ' ,:. t _- �� SEPT LOCUS MAP, , � AREA LOCUS INFORMATION O ,, — — PLAN REF 140/33 27 7 w' TITLE REF: 2466 2 xPARCEL s' O , '`r ^.. ZONING: I RCM 20.-10=110 R,WIND `EXP, , �O FLOOD COMMUNITY PANEL: 250001-0008-D -.DATED:07 02 92 k FOUNDATION - - - ,k rw FOUND-ATION'- -CERTIFICATLON : . - = - - , PARCEL .ID: _ /> S 'BUILT � 3�:5 O ti ,, �, - -- - �. € � .� "LOCATED AT: 1 ,. •207/119' 4 g / r , ,a TER 56 WEST RAC X a k x +€ c: f, CENTERVILLE MA. h 30.5 W - / 'PREPARED• FOR . y . /37.3 ��o ALEXANDER .& M=ARINA .c , — OCTOBER 2 2014 / s W. A , m ,. 207/118 , , a y , r ♦. AA w r ` GRAPHIC. SCALE SURVEY, ,',INC. F� 20 10 + ' 20` " 40 80V. I 141 ROUTE 6A �. - SALT POND BUILDING UPOL•E , P.O. 1729 P 0. BOX ' ! SANDWICH, MA. 02563 •. , . • �.( IN FEET 1 inch = 20 ft. . ` BUS:(508)888-3619 CELL:(508)527-3600 - _ - SHEET 1 OF 1 J 1598FND 44 Y - � Y ' � 1 .: �� • � •� � ,.r .F w r � � ,. .� I � - i I - � - 'r_ . � � � ' ( f �- � f � } } .-( 1 I � � �. � � � � ,I � 1 � { I ._. { (. T I � .+ t ( � f t , t � . f i � , , , � r r t "i � -1''• ( { i i { I 1 I I 2�te" P'� ttEcCieR -, r ,, 1 . r ! ! � � � S�lMpse�? 2�1 b )atss �}�h� . I' 1 y � i _ t ► ; . , • ' . Oil �*� X ("Ts, >E. 1ST fDut�DATlowl.'' i ey,�' i 1 -` � t ' • , - - I 1 l�Y�� ` t� V�� � � k , k ( 1• y f � , .. ` I �� # � {. � � , ....f _ �., .� . ( .., t. .. _�� . ..a ..s.., .� ter--' ..., ...} _ (. l '1 � t 11��t t } I,y , �I r -{ ._ �.- ` ; j .; - � ,. ; #. _ �... 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I i - 7 ` + t �_ i �,..,_.�.._-i — r I .t � i t _ .. _ ` _ � �f .. � _ F .. !_. •r- r 1 ' r. . i i r , ' •� , � ; i• •• � + +. ;. r ,. .�. _ t - ,,,�..._� 1. :.._� � r ! ; ' � r i- - , r - r � 4 + � t i t ' r Oa"fN OF BAR�Vs is �� 3 �s'4d SMOKE DETECTORS REVIEWED 71��� � �7 14 bIly- rA T BUILDING DEPT, DATE IMPORTANT ANY CONSTRUCTION THAT INCREASES LIVING SPACE BEYOND 1200 SO, FT, PER-LEVEL MAY REQUIRE THE 7i" FIRE DEPARTMENT DATE INVALLATION OF ADDITIONAL .SMOKE DETECTORS. £ 2 BOTH SIGNATURES ARE REQUIRED FOR PERMITTING N®tit A SEPARATE PERMIT IS REQUIRED FOR THE ' INS ALIATION OF SMOKE DETECTORS=THE ELECTRICAL IIgftMIT 02M.WISATISIFY THIS.REQUIREMENT IL 2 I o < I I I I I I \\� m +► � a I I I I I } — II N � � I I exlhnNa FauNvanoN � � � Ol I I l I I 1 1 Pin nGafound.t:an+a au w/q e.. I ,I � •i a I O'rebar pins drilled Into I I - j old founds}ion and poured in+o L ---�------------------------------------------------ O v I s ----------------------------, ---------------------------� Q I I l solid A-1Ms blacking I ; I I I Q/ O I o 0 1 I C I I Z o0 v � Q I � %"Poured Lanus#a slsb j 1 6"conuctc rc#wining wsll O1 �" W F uaa �N -" ' mll poly spar barrier. (height snd sine determinsd by grade) I Uf W a K u I umn rue y 2 1 0 5 67 1�u m 0 e< I - .p�1 J - 2 Xm Wncc-wdl e l /v Q V v m GI v I I I e 0 N Z w 3 `---_ ------ ----� I. `_—_--__ lu ec _— __ ______ ________________________J 0 V�v O � V J O Y IL V a Floor brsain ___—r___ ______________ J q o 4'-O'a.a. 6"s 4"-0"Poured aonuete faunda#ion �. for penal aannec#ions set on a continuow 1 G"r 1 2"connate 3/B"x"I O'Anchor bolts w/ fan#inq w/a 2 H 9 kay—y- ei0"o.L.and B"From till pie+e ends. �},1PI�yT PLOO�F�AHe �A1 FOUNOATI�I PLAJ•t `oj p a ^ \ OoV O� / 6 a c: Addition Aspect�atia(VV/1-1.00 cm� i m y m This plan wss J_igd in—'a nee with the In+erns+bnsl R- ldantisl Gods 2 009 < v x c 4 0 o Cd#wn snd the ryessachu,.e++s ao Gry� y �� g 0 _0 a ,. ei'-O• + 3'-O" biota: 'r O,$S 3 cLli All ryesuremants 1 Dimensions sra tobssl+s+ I DRAWING TYPE: 11 Fou-,J4+ion Plan 41 First Floor Frame plan a SHEET NUMBER: A 1 0 0 Q 9 Y H ay 1 d Cgo..pdJYE�Js ` N a°g�65Fa } Z o n1_ � z a r Q \ ------------- S r eXIhTIN4 PR-AIyING 5 � � #in9 iraminq w/9rl/Y`I I4' �� \ r s FA,4 N X a>iimp+onm mAai+crewl+par coda. lIl'. {•�` — �,J ,� U� `Q C miin,p.aam��c ,wc+ar+<IG•c.c. '4 � V 01 .. - 1 MXI11,17IN4 P¢Att 44 z ._ , tLI TM V I � Q � O I I I I Andaracnm T-W 2 1 04 2 I armaTrum PG I G "'� 11 I I ro,7'-0 1/B`x 4'-4 7/B" I - I r.a.9'-S si/O` xG'-10 1/2` � rmimp+on H 2.'S hvrr'�canc I - I• � Ic I � 1/4"" 1'-0" - j v I Andcr+anm TW 2 1 04 2 CS I o oL. I 0 i 9 FAMILY r-OOF( W I? I m Q 0;., n H 2.5 h—io.na I (+yp.) II II ~ A.Ma-r+anm TWY.042 I 1 .. TW 0 •�^ 5 7m5O 6 x4-4 b Qm �J• ImV�J3Eodo J Q C/, Z 0 a ,dl 0 J v woof braeinq a 4'-O'a.c. � �O for pawl cmnnsc#lon � PLAN L A�FI�/0'r PLOO� Q Addi+ian A+peo+tea+ia(vw 1-1.I 1 Th'v.plan +de.igncd in orda.w -41, +hc m+nr<+imnal�a+idan+ial Gmde 2 009 Cd#ion and+Iw IYa++acH—+++7 BO GY(F- 9 1.00 ath P.dlYvn o�§`a n wlndmwpro+e+ian+mca F w;ft ° �901.1.I.Y Pro#ccYran of opening+. a�=`s"c Q?m o � „m m �0 ..-.................._............ wan+#m b.r.mm�ad m a OP OP OQ aum`oa �� 0 �'p H'0 A111'1a+ man++/Oims+.en a a}m ®�m is E UI m - < <\ be+i+c mar' d by 4enaraf Gon#r.c+or n Z O p O Y O #Q a##imc of cmn+#No+Von �n��F V O b�� o- Qa de dd a atiL L DRAWING TYPE: Firs}Ploar Pin. F oof Fr.—Plnn SHEET NUMBER: A200 7 nl� `y�oY@�eoY •� Q m SoS�o� m �8 K 7 i s�oob 8 Q 0 ®® I . ....nuous ridge vent • I Asphalt shingles f}yp.l� � 1" rsi;tFx it I 2 x 4 o wr+les e 1 G o.G. 1_11L 1 I I ri• It paps <#y.) � I a ';i I I y - I/2"GOX plywood thaw+hinq(+yp.) Q ii i�,_,; 11 r_________________________________________ L__________________________________________J 0� —_-_�.�T______________,-______ 2%8 wafters® I!o"e.e. L___________L_1_____________________ 12 � Y Prepay vsn+s® 1 fo"e.G, I Y"P.G.Insulatlan•�.9 B �] •f" �1 R-IGNT OLE:YATION Ice and ww+ar shield(typ.) } 2 x8 Gei(1nq Je'osts e B"H.O.InWla+ion�90 _ _ O Z 'Q L 2"rigid foam insulwtion®IG"o.c. , N X ., r'Jimpsen H s.ai hurricana tiu a 1 G"o.c. , X Aluminum qU#tart#e drYwe(Is 2/2 x8 Haadsrs(+yp.) ' I x_PVG trim boards�" Gan+Inuous soffit vervF(#yp.)--� F.`. Z V O whl}e eadwr shingle a S"},w.(+YpJ W Tyveknl hou.ewrap(}ypJ '� � 0 1/2"APA rw+ad"full-height"sheer#hinq(#yp.) Q J 2 xG wall stud e 1 41'1.,(+yp.) 'a L ci 1/2"H.O.Insulw}ien 21(typ.) %/A"APA rated tA,q.subfloor ^ q(Uadand-11... Z c �I ltl a �q l i l ] b'•H.O.1i wla+ion P%O tl 2 t o / ,J^ diai(d A.laio blorkin9 a midvp.n "tn BJ R' ^JIM ^p 2 xrb lr" e W A studs e 1!o"o.G.(}yp.) @ 'f�C Gam`U r.S G # Q o a a < z. W o e ( I I I 1 1 ( ® vl d) O J� ®o o II Il.______________________________- Y w ') u_ I I I I Gra �•• O x 1 _ ________, �p•�FR-ONT-__MVATM ->",V x( /-Anchor Wd h w/ Q °/"x 7"x I/4"'pla}e wa�hars -" 1 B"x 4'-ro"Peurad concrete founds+.en J se}on a Ile"%12"ten}inueus aonaro+a Y o"Pw Jcon� 4 slab foo+lnq w/2 x4 kaywwY. po yvwpor a�oi$ - ' la�afr= n and - 0 13U1LfJlfjl.��EGTiOh( A1, Y V a s =m A900 ?OOJ-30 ��'� 0 3�i 9 E 111 0 c d .0 — s DRAYVIN(S TYPE: ih I puildinj 6etX ion"A" I i I I E(evad'ians I I I - ', I I I 1 I I SHEET NUMBER: 1 11 I6ePT'eLr-'1ATl'VN L-------------------------------------J c bawls: 1/4"• 1'-O" I ` CENTERVILLE PARCEL ID: 207/083 Z �Q �• N { J� LOCUS: -+ 56 WEST N 82°50'S0"E TERRACE PARCEL ID: J� 207/117 � AREA=.24 ACRES gip, =S CD 0, PARCEL ID: o PARCEL ID: 10 /� 207/099 207/116 _ ��`'�\\ SEPTIC LOCUS MAP AREA LOCUS INFORMATION 61, 2 _ — O�C� 27.7 PLAN REF: 14 TITLE REF: 24661/ 661/72 PARCEL ID: MAP 207 PAR. 117 ZONING: "RC" 20-10-10 WIND EXP. "B" #56 = FLOOD ZONE: "C" PROP. — _ COMMUNITY PANEL: 250001-0008—D DATED:07/02/92 ADDITION CERTIFIED PLOT PLAN O —_ _ /^\ PARCEL ID: (FOR ADDITION) \ 30.5' �0' ti� -___- // 207/119 LOCATED AT: �\ Al56 WEST TERRACE �\ tiAse G / CENTERVILLE, MA. PREPARED FOR /37.3' ��� ALEXANDER & MARINA P / CHERNOV / G. / �� / OCTOBER 23, 2013 v� \ W FPARCEL ID: \ / / ,,1 207/118 MIRE) G >1� \ ,� O •'� c� / O A. STONE ' tK �o� �No. 289 0— , -10 p. E. A . S. GRAPHIC SCALE SURVEY, INC. 141 ROUTE 6A 20 0 to ~ 20 40 80 SALT POND BUILDING uPOLE - P.O. BOX 17.29 SANDWICH, MA. 02563 ( IN FEET ) 1 inch = 20 ft. BUS:(508)888-3619 CELL:(508)527-3600 SHEET 1 OF 1 J 1598 i� 04 A complete Javelin®framing plan requires the Fromer's pocket Guide See the Framer's Pocket Guide for Product Trademark Information Z tttttj < wRn.so,.q Y.Lmoacm:. LEVEL NOTES W 3 Current Date: 10/1/2014 File Name: Munro Chernov.jvl Level Name: Foundation Q aaro, � 20'0" 11 r(, Nz lNa•gym"� TJ-Pro Rating(Weighted Average): 34 „ �.aw sm.ewa�re 2,0" da,0" Minimum Level TJ-Pro Rating&Joist: TJ-Pro rating=35,joist=K20'(i190) Maximum Level TJ-Pro Rating&Joist: TJ-Pro rating.=35,joist=K20'(il90) STrj S d-2 Building Code-Design Methodology: IBC 2009 FLOOR Floor Container: FC1 K20' Use/Occupancy: ResidentialLivingAreas K20' Floor Area Loading is: 40.0 Ib/fta Live Load&12.0 Ib/ft2 Dead Load Maximum Allowed Deflection: L/480 Live Load&L/240 Total Load K20' TJ-Pro Rating Information: of Weighted Average: 34 mo d, j m � Directly Applied Ceiling: None .0 Decking Attachment: Glue and Nail o Frameworks Floor: No on � Decking Material: 23/32"x48"x96"Weyerhaeuser Edge Gold Panel(0/24)T&G SF �ei'zJ Perpendicular Partition: No c wcsm- u.a,omaroavmmu bt amezw i+ .,we"soo�vam� - .�-. Strapping at max 8'o.c: None o 0 o y N A3 Blocking at max 8'o.c.: No g H Poured Flooring: No °� v $w E n s d P � I— vry e Load bearing or sham wall - ,o-°u Cw�be pkeseerd)t :End ofioists aatcenterline msupim F = _ Blocking 0 0 r panel Ci com y_ !: n rrri Y._ { y CV e 0 STCal _MHd1-3 ; s v z ' a 0 B ° 3 rn c 20,0" is. r E c ry � t°ynI !k I Load harn above 2x4 nin'lh— ,fh squash bloeks: CS I use Ix4 alninaa squeal,blacks to - I '�/ translm lgsvl erountl iA®/oht` � 1 pp 9 q 0 Products Blocking ' < V ti PIotID Length Product Plies Net Qty PlotID Length Product Plies Net Qty K20' 20'0" 217/8"TJI®230 1 15 KBU 2'0" 117/8"TJI®230 1 23 t STCal 12'0" 11/8"x 117/8"TJ®Rim Board 1 7 KOM 110, 117/8"TJI®230 1 1 Framing Connector Summarytl it 111 li I a plotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks ~Filler Web Stiff 1 I H1 6 Simpson ITS2.37/11.88 Designed 2-10d x 1-1/2 4-10d x 1-1/2 - 2 No No WARNING I I I I { A_complete JavellnD framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information tJ 4 ro •,n W s mro,�r.r a rxw mra a���*o 20'0" LEVEL NOnS 5SHd1-2 Current Date, 10/1/2014 68 File Nome: Munro Chernov.'vl Level Name: 1st Floor Building Code-Design Methodology; IBC 200g' ROOF Roof Pitch:, . 7.00/12 Roof Area Loading is: 20D Ib/ft`Live Load 30.0 Ib/ft'Snow Load d 10.0lb/ft'Dead Load Roof Maximum Allowed Deflection: L/240 Live Load 3t L/180 Total Load Roof Decking Material: 1/2'x4'X8'Nominal Roof Sheathing EXPI(24/0)Unsanded 3 J .o (B,W azw bNnuSebspwbbadmcompi Geryvi� - - - ,� 'O\ a\ - O O G S N - tyyl C yy L' yL �y � S - L -d - O W O .,Load bearing w shear wa0' .. n - W O L _,4 atic—(must stack over wall below when present) vi y -O i 1I1I End Of joists _2 t—wins ofsuppoepand v o a n Blocking g. V O 84' — O d MHd1-3 ( I o' `o .o r 20 0 a i., 4,„Loan from above ,. .. - IS �7 squash blocks f�" �CS Use 2.4 mlMmumsquosb blocks to �../ trensterload—OFT.Holobt i t ti i i Products PIotID Length Product Plies Net Qty M1 21' 0" 1 3/4" x 11 7/8" 1.9E Microllam®LVL 1 1 Wall Framing a PIotID Length Product- Plies Net Qty MHd1-3 9' 0" 1 3/4" x 9 1/2" 1.9E Microllam® LVL 3 3 j ,rl i I WARNING l ram,,, P01 3-24'DIAM. ACCESS MANHOLES e�!,� 'NOTE: ALL PIPES ARE TO BE 4' SCHEDULE 40 P.V.C. ESTABLISHED VEGETATIVE COVER l • �• I 10' min. from to "*_.,, ;1 jie+r,rTrr j'-•- Existing Foundation h p ouse to septic tank '' �j''t"� "`'`'`"" ••'�:� �� testa �' ,, ••, �y,0-BOX cover must be 1 took covers must be ' '1 TOP OF FOUNDATION = ELEV. 100.00 wlthln a In. of finished grade ti wit m 8 in. of finished grade - Grade over Septic Tank 28.00 Grade over D-Box-98.00 ad•oter SAS-eaoo BACKFILL WITH CLEAN SANG tET 1 +...4. ;.4':.N '+' NATIVE OR PERC SAND .,' .,. •r• 'fir' -�'• +• •�` �: '•,' p THE ACCESS COVERS FOR THE SEPTIC TANK, �'�•� •�s'� '�. •�• ' I•; DISTRIBUTION BOX AND LEACHING COMPONENT S 0.02 B HOLE H-10 ELEVATION - 95.75 ti;' ;� .�,'..:,• : �:'�:� '��;:.,;� ". ?':: `.���t« ... f, TOP OF UNIT '�� :•�' L SHALL BE RAISED TO WATHIN 6' OF S. IST. BOX 3' Maximum Cover f'+ .►• ':t,: :'... '7 •� '^ ,� j , .+• t: i ++.•. .*• GRADE. u: A• NEW 0.01 or Greater 4'PVC(CAPPED)MSPECTION PORT TO BE15, ,,:t• ,:' .; '..�" :r: FINISHED EXIST. PIS ,n 1500 GAL. s. 0 INSTALLED AND TO BE WITHIN 6' OF GRADE INV. ELEVATION 95.50 STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITS GAS BAFFLES OR EQUALS :a . r• =,5. FROM EXIST. FOUNDATION SEPTIC TANK N t, , rn m 23' 01'Per foot ,.ti'. '.,; ON ALL OUTLET TEE ENDS 1 H-10 a' M o ts' BOTTOM ELEVATION - 94.75 + PLAN VIEW �»�•°`� ` /�\ �J m :; CONCRETE FULL II 2�rove II VQ GD. � ,p a�i ,�: • }24' REMOVABLE C01ER5 �, II1 GENERAL NOTES 0 a In.of 3/4'-1 1/2' m 'l II i ,28.00t ••'�.•. .,. a . ..;.,•. ,., 4• ..••:. d Verification of Utilities LJ compacted stone y +, �, rn 5' MIN ABOVE BOTTOM OF 1. Contractor is responsible for Digsafe notification. C p 4 ROWS OF 6 UNITS AT VAMIT+ 2 END CAPS 2a.00' TEST PIT OR GROUND WATER 4e 6 4w 3 min dsoranee - i � INS B mtiTjr mM. rnac to outlet e. 'r e"' and protection of all underground utilities and pipes. z i i SFF. WIDTIF 12.70 EXISTING SUITABLE MATERIAL OUTLET SYSTEM PROFILE _ „ L .,,.i 2. The septic"tank and distri ution box shall be set ` 0 Bottom of Test Hole 1 Elev.= 87.00 Not to Scale a in.or 3/4'-1 1/z• s-r d ���r. �'! T.y W-r level on 6 of 3/4 -1 1p2 stone. compacted *tan* c GROUNDWATER NOT OBSERVED 3. Backfill should be clean sand or gravel with no NOTE: ALL COMPONENTS MUST HAVE RISERS T4 WITHIN 6" BELOW GRADE BOTTOM OF TP-1.: = 87.00 SOIL ABSORPTION SYSTEM (SECTION) 1 '• 4-0'mk► stones over 3" in size. J orasere. LIquM depM 4. This system is subject to inspection during installation INFILTATROR QUICK 4 (H-10 LOADING)/ GEORGE O'BRIEN . by Carmen E. Shay - Environmental Services, Inc. (OR EQUIVALENT) , ,,;,,�, .A .,�+,.,,,. ;�• ; 5. The contractor shall install this system in accordance NOTE: OVERALL HEIGHT OF INFILTRATOR IS 12; 10'-0' s -a• with Title V of the Massachusetts state code, the approved plan CROSS SECTION END-SECTION and Local Regulations. 6. If, during installation the contractor encounters any soil conditions or site conditions that are different TYPICAL (H-10 LOADING) 1500 GALLON SEPTIC TANK from those shown on the soil log or in our design NOT TO SCALE installation must halt & immediate notification bar made to Carmen E. Shay - Environmental Services, Inc. 7• N vehicle or heavy machinery shall e over the PERCOLATION TEST septic system stem unless noted as H-20 septic tic components. Date of Percolation Test: 4/26/10 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. Test Performed By. CARMEN E. SHAY, R.S., C.S.E. 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes. Results Witnessed By. DAVID STANTON - BARNSTABLE BOH 10. All solid piping, tees & fittings shall be 4" diameter EXCAVATOR: Shay Environmental Services, Inc. Schedule 40 NSF PVC pipes with water tight joints. Percolation Rate: <2 MPI 0 6" 11. MUNICIPAL WATER IS AVAILABLE TO THE SITE and Surrounding Test Hole Test Hole Properties. PRIVATE WELLS ARE LOCATED AS SHOWN. No. 1 No. 2 _ . _ DEPTH SOILS ELEV. DEPTH SOILS ELEV. - 0 98.00 C 98.00 1S ndy Loocmy THE PROPERTY LINES ARE APPROXIMATE AND COMPILED FROM THE PLAN BY ED KELLOG, PE 10 YR 3/2 10 YR 3/2 ENTITLED "SUBDIVISION OF LOTS AT HORSESHOE LANE ESTATES, - o"-s' A, 97.50 o'-a" A• 97.50 CENTERVILLE, MA DATED DECEMBER 1957 NO B LAYER No B LAYER AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN IT SHOULD BE USED FOR NO PURPOSE OTHER THAN THE SEPTIC SYSTEM INSTALLATION. Med. Sand Mod. Sand - w/cobbles w/cobbles NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE 25 Y 7/4 2.5 Y 7/4 FROM THE EXISTING CESSPOOL TO BE DISPOSED 6"- 132' C, 87.00 6'- 132' C, 87.00 OF AS PER BOARD OF HEALTH SPECIFICATIONS. ft EXISTING CESSPOOL TO BE PUMPED DRY & IV82D 50960 E 9 REMOVED 21.50 100 ---- ------------------- --- LOT #25 ` Failed s --� ASSESSORS' MAP - 207 PARCEL 117 - Cesspool ZONING - RESIDENTIAL PROJECT BENCH MARK A�5 �' 3 `� Perc #1to Perc: " » TOP OF FOUNDATION m 0T T HOLE >\ .-0�' � #1 i PerrchRate= <2 MPI to 48 ELEV. = 100.00 (Assued) NEW EL LE 00 Groundwater Not Observed NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY 1-9 0 OO Septic gal.Tank No Observed ESHWT ADJUSTED H2O Elev. = None LOT �#15 p `` (b � 6'h+ ALL OUTLET PIPES FROM THE ( v �\ _ _ TEST- OLE #1 DISTRIBUTION BOX SHALL BE 12' CONCRETE COVER #56 SET LEVEL FOR AT LEAST 2 FT. I i lop � DECK ELEV.= 8.00 EXISTING _ - 2• LEGEND 3 9EDRI EXISTING 6 5' OUTLET r..., ,.•. \ 1 ` 0 ' 0 KNOCKOUTS 7 � HOUSE - - - + .� - f 15.5" j 12' INLET 88X0 DENOTES PROPOSED L d? `. `� ` `� P':«; , .1 : OUTLET c) SPOT GRADE LOT ##24 �� , :•.:.,,_.�:.. . " 2 X 104.46 DENOTES EXISTING ` -- `� 1ss• SPOT GRADE L ##16 �,- ) 1.75' r� `_-__---___ _ �\\ �,`\ � •`\ ,\\r�o,76o sqt ;e Feet t/- /,,,,,� ,;`.,__,,;�-- --_� PLAN-SECTION CROSS SECTION PL PROPERTY LINE 6� IN% � IN`,'�.; 6 HOLE DISTRIBUTION BOX - H 10 PROPOSED CONTOUR ------------ ' - -r- NOT TO SCALE 97- -- - - -97 EXISTING CONTOUR I �` 4,\ �`�``�` a °` �' Design Calculations ' .,� ASPHALT --� DEEP TEST HOLE & N Number of Bedrooms: 3 Equivalent to 330 Gal./Day PERCOLATION TEST LOCATION Garbage Grinder: No �st0 -"Leaching Capacity Proposed: 330 Gal./Day Minimum ,c� ��� `� �,� ��� -�? Septic Tank - 2 x 330 Gal./Day =660 USE NEW 1,500 GAL TANK FENCE O �� i .. A y,/' `"``�` ,'/ i � �`�% 6 SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch }„ - PRIVATE DRINKING WATER WELL ` . ' f � ` 5 LOT #17 Bottom Area: 0.74 gal/sq. ft. x 490.88 sq. ft. = 363.25 gallons`- N\ O" �� � � , �`. Sidewall Area: NOT USED REVISIONS 49p _. Providing: = 363.25 gallons Use: 4 ROWS OF 6-01UICK4_STANDARD CHAMBER UNITS WITH NO NO, DATE: DEFINITION � y STONE FOR AN SAS HAVING THE DIMENSIONS: 12.7' x 26.0' i Bottom Area: (General Use Approval for 4.72 SF/LF of INFITRATOR `� `� •s tea+ 6 UNITS + 2 END CAPS per ROW = 26.0 FT `� `� �• d?� 4 ROWS x 26.0 x 4.72 SF/LF = 490.88 DESIGN FLOW PROVIDED: 0.74(490.88 S.F.) 363.25 GPO FOR : PROPOSED PREPARED SUBSURFACE SEWAGE DISPOSAL SYSTEM OF DIANNA GEORGE #56 WEST TERRACE 121 P LYM O UTH STREET CENTERVILLE, MA HOLBROOK , MA 02343 PREPARED BY: Dining o Bedroom Bedroom ,�`SH OF,ygss CNEW i/R E• !�J l 11'1 lKitchen m � c �j rGN 0 20 40 50 No�� �, ENVIRONMENTAL SERVICES, INC. 1 Living Room �Fc �o ' Bedroom 111 THORNBERRY CIRCLE 4 fST a MASHPEE, MA 02649 SCALE: 1"=20' S4A(i AFRO 3 BR HOUSE FLOOR SCHEMATIC TEL/FAX : 508-539-7966 (Description Provided By Owner) SCALE: 1 "=20' DRAWN BY: CES DATE: MAY 19, 2010 PROJECT#SD-1181 ILENAME: SD1181PP.DWG SHEET 1 OF 1