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0233 OLD JAIL LANE
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F1 '4" F ,�^ ida wad=' » a �yy Y x s. a'�..:� ;, 'v�" ° '_ • ..` as-.,, ., �'a _.. ..� ,r. ,«'tk* z'� � `.t �:, pt.. �: z r 19 x r f ,k ":'^a ,rya' a ..a ^-�' +.," ",, _ . . < « �h` r .. f,,. ,. �.. �-. •. ,>'•.;. :'� ., 9r R ,^ �.,�x-ti,.y,h" ;µr9,i;,$ a .�:i r ww ��: '..e:j, +i „ ,�' ea° ,gya+ :; .. ': .» •'�K'�' :. '....'. a F. , yds .s"n, - b'.ts, a `.i :d'�Ss s,� "yw �;"� � t .n Awn twk , a � r , fI�r a ." , tk-p k rr a e , w r, �N .b D 329.92' o � CONCRETE FOUNDA110N DECK EXISTING DWELLING DECK Cn N cd LOT 3 t� 2.57 AC �- '023.10' TO OLD JAIL LANE DCE #12-115 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 233-OLD4AILlL NE--BARNSTABLE MAC SCALE : 1" = 60' DATE : JUNE 14, 2012 PREPARED FOR: REFERENCE ASSESSOR'S MAP 278 PARCEL 52 P. GORDON NELSON, JR. LOT 3 LCP 39072B & LOUISE K. NELSON I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE H OF A4,gs GROUND AS SHOWN HEREON. DANIEL off 508-362-4541 fax 508-362-9880 ���/ A downcope.com a —� OJALA OWN cope enain80A7.9,Mt. No.4 9 i civil engineers land surveyors s+ � 939 Maln Street (Rte 6A) OURVE� VEYOR YARMOUTHPORT MA 02675 DATE REG. LA\ ip,-� rim `F iti D'I V 1�h T f],N { ram _ _. a .. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION P RN- �'r , -�,q Map 2 Parcel. O S b Application #�ZCW�) Health Division Z2 `t r• Date Issued Conservation Division Application Fee Planning Dept. i Eta�r Permit Fee 10 Date Definitive Plan Approved by Planning Board D ' Historic - OKH _ Preservation / Hyannis Project Street Address VillagefIVSTI`h'1�1 � Owner If10/SC- Ll- A1le140N Address i�� e2ox 106 . SDI ML Telephone Permit Request j ',f9A1572W6T A97W 20 A Square feet: 1 st floor: existing proposed `J 2nd floor: existing proposed Total new Zoning District a �f Flood Plain Groundwater Overlay Project Valuation Construction Type t4 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family d"' Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes 2Jo On Old King's Highway: 9.1es ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other 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 including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing Wn`ew size20 X1.6 Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes Flo If yes, site plan review# Current Use 0 Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name IV IA-Ky- �� Telephone Number -7 ? f�� Address �V �� 6m) License # �>'l l 1��1� 0�0 Home Improvement Contractor# Z Worker's Compensation # ALL CONSTRUCTION DEBRIS RE LTING FROM THIS PROJECT WILL BE TAKEN TO fe/X6b SIGNATURES DATE f'� y FOR OFFICIAL USE ONLY c - APPLICATION# 4,�DATE ISSUED *',�-: --may J.-MAP/PARCEL NO:.i -ADDRESS .' VILLAGE . OWNER` DATE OF INSPECTION: I FOUNDATION-e--h: ' :,,. N - s FRAME 7 _� INSULATION FIREPLACE Y ` ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS. ° ' ROUGH { t.k FINAL i0i FINAL BUILDING'S- ;`?CWX,,k lDATE CLOSED zOUT � J , >: ASSOCIATION PLAN NO: X --Ni'w' MI& 110 NqPH EXPOSURE R WIND ZONIE Checklist or- 2 WindSpeed (3-second gust).........................................................................................................110 mph WindExposure Category.........................................................................................................................B Number of Stories ............................................................... (Figure 2)............... '-7 stories :5 2 stories Roof Pitch ........................................................................... (Figure 19) ...........................�—�Z- IS 12:12 Mean Roof Height .............................................................. (Figure 2)...............................*'—..33 ft. <33' Building Width, W ............................................................... (Figure 4).................................. 2D ft. <_ 80' Building Length, L .............................................................. (Figure 4)..................................74 ft. :5 80. Building Aspect Ratio (L/W) ............................................... (Figure 4).................................1-J jlS 3.0:1 General compliance with framing connections?.................. (Table 2)........................................................ Type of Foundation.................................... ........................ (Figure .................. Foundation Anchorage Proprietary Connectors DST" fiM Uplift. ...................................................................... (Table 3) U= 217 Pff 5.. .. Lateral..................................................................... (Table 3)... # t.t ......L= 137-pff Shear...................................................................... (Table 3).....................................S='! ppff 5V Anchor Bolts BoltSpacing........................................................... (Table 4)............................................. in. Boft Embedment.....................................................(Figure 5)............................................ in. Washer size........................................................... (Figure 5).............�in.x7;�in. x in.thick CIO Floor fmn*V nvwvdmw sparm dmwked?.............................. (IRC or WFCM).............................................. 3 Ma*minv Roor 10peni M—DiMenslon................................... (Figure 6)................................... ft. 5 12' Maxwvv=RwJoiat Setbacks Suppoiting Lost2mmnViWedle or Shear wall.................(Figure 7)......................................=ft. :5d Maxirnurn Cantillowed Floor 40110ft Lowering,rWalls'or She&nNall.................(Figure 8)......................................=ft. :5 d Floor Braang at Endwak....................................................(Figure 9)...................... Floor Sheaftig Type..........................................................(IRC or WFCM).......................... J)< Floor Sh"WN Thickn an..................................................(IRC or WFCM)................... in. Floor Sheathing Fastening..................................................(Table 2)........... Wall Height Loadbearing Walls........................................................(Figure 10)................................. ft. :5 10' Non-Loadbearing Walls................................................(Figure 10)................................._ft. <20' Wall Stud Spacing...............................................................(Figure 10).....F-05T./-be—POW5 24'O.C. Wall&A"y offeets ...............................................................(Figures 7-8)................................=in. :5 d Wood Studs \JN OF lHgs �r M*11-1 Loadbearing Walls..... ........ .... ......... . . ......... (Table 5).............. 2x--- in. Non-Loadbearing Walls ... .0 ....M1 ........ (Table 5) .............. 2x - CUDILO ,, I I — in.N,*1,1174'�/, � �� �✓�,l�'j n�' -4 U STRUCTURAL a �:a� s - ��Y b��c„k?s�.�.�'1`� � ( �e;.e�'�. .,�t� \K���...2�. xM � �m7"�-,f}:..`:4.�J '11;3'0ac.�,`v.• '�� ' � k s; y,; .+,,- r�,;�.�_ sg a`Arv,.,.y�=�Ms ' ..•.. �...:�....r.,,��. _,.,,�;;AvmS�T�`4id:Y����,��...�_:.�3�"'��'�1�� th8��d1+"t�`�i �,..;t.:'e.�30��3+�kSMSj��'„.��..bid` �,.�i ?� �t�� A�,'t,��. � s`, �xV^.. . ai 110 MPH EXPOSURE 1B WIND ZONE: s Z 3 3 OLt> JNL ►,� <gA*'q sTyrac.-- r l Bracing Gable End Walls Z 2 WSP Attic Floor Length................................................. (Figure 11)........................... ft. >_W/3 Gypsum Ceiling Length................................................. (Figure 11)............................. ft. >_0.9W Double Top Plate SpliceLength................................................................ (Figure 13)............... ft. Splice Connection(no. of 16d common nails) .............. (Table 6) ................................... ......,.. Loadbearing Wall Connections NJ Uplift. (proprietary connectors)...................................... (Table 7) ..... 2...........K -..f'...... Ib. �► Lateral (no. of 16d common nails) (Table 7) Non-Loadbearing Wall Connections Uplift. (proprietary connectors)...................................... (Table 8) .....................................U = lb. Lateral (no. of 16d common nails) ................................ (Table 8) ................................................ Wall Openings Header Spans............................................................... (Table 9) .......................G 3ft. =in. <_ 11' Sill Plate Spans............................................... ............. (Table 9) ......................... ft. in. <_ 12' Full Height Studs (no. of studs)..................................... (Table 9) ......................... ... ;.Q5fl...A0 >c� -- Connections at each end of header or sill Uplift. (proprietary connectors)............................... (Table 9) .............................................=lb. Lateral (proprietary connectors) ......I...................... (Table 9).............................................=lb. Wall Sheathing Minimum Building Dimension, W = ZO Sheathing Type ...................................................... (Table 10) ....... . �.. .�.Z Edge Nail Spacing.................................................. (Table 10) .......9..... in. Field Nail Spacing ................... ........ able 10 ......Q( .... ..�.10 in. pa g... ............ R ) �JG.. Shear Connection (no.of 16d common nails)........ (Table 10)............ ..Y�t; ....S.l'I./?0.1� .. .. HoldDown Capacity............................................... (Table 10)..........................................._lb. Percent Full-Height Sheathing................................ (Table 10) 4 °!° X � 'a � -t f'e Maximum Building Dimension, L =2 p l �✓C'� � A-M 4-- SheathingType...................................................... (Table 11).......................................... IX/2' Edge Nail Spacing.................................................. (Table 11).......................&.......... in. Reid Nail Spacing................................................... (Table 11) ...................................... in. Shear Connection(no.of 16d common nails)........ (Table 11)............................................. .._ Hold Down Cap acity...............................................('Table 11)............................................_lb. Percent full-Height Sheathing................................ (Table 11)...........................................�%x Z6 ,,3 u�li T Wall Cladding pk- Ratedfor Wind Speed?......................................................................................................................... ESPA RCAOFS Roof framing member spans checked ...............................(/RC or WFCM),............................................. Roof Overhang...._. .._................. ......................................(Figure 19).......................��ft. 5 2 or L/3 Truss, I-Joist,or Rafter Connections at Loadbearing Walls Proprietary Connectors Za SPA Uplift. ........ .................... .................................... (Table 12) ..................................U= b 2c5� Lateral.....................................................................(Table 12)....................................L=2 , Ib. Shear. (Table 12) S- lb. Ridge Strap Connections-Tension ...................................(Table 13).. ? ..Tt4'2�..T= ptf Gable Rafter Oudooker...................... ................................. (Figure 20)....... ........... ft.<_2 or L/2 Outlooker Connections at Non-Loadbearing Walls Proprietary Connectors Uplift. .................................. - ....... ....(Tables 14)--- -------------------- U-__'_"_lb. Lateral............................... H oF.�a s ........... (Table 14 s ).......................... ........L= lb. oof Sheathing Type e ................ ��' �� ........(/RC or WFCM).......................... b. ..A�f(C:61ElE�� Soof Sheathing Thickness...... o� ! .......................................� �.._�n' . _3/8" w> Roof Sheathing Fastening....... Mo,.347x4 �.. ...... (Table 2)....3."..`�1..�.....a& ..... STRUCTURAL • GENERAL NOTES AND MATERIAL SPECIFICATIONS: FOUNDATIONS 1. All workmanship to conform to the requirements of the Massachusetts State Building Code. latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength.fc=3000 psi.3/4"aggregate,designed per American Concrete Institute Code, latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min. 5/8"diameter, 12" long,w/2-1/2"hook spaced Z�"'o/c,or in concrete piers w/ Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage, Basement.etc.). FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. Structural Design Loads: Dead.Loads: Actual Weight of Building Components Live Loads: Snow load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=60 psf Wind Load: Criteria used for 110 MPH Exposure B.unless noted otherwise 3. Structural Steel: (as required) a. ASTM A572 Grade 50:shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter:punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams:-use E70xx electrodes. Alternatively, field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.'Limber Framing: p _ a. All new timber framing: Spruce-Pine-Fir No. 2 with Fb=1000psi, E=1,300,000 psi,or better. emlqar-!L+ VJWIT)a 1 i f4m It le b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. W Itt't"S1 F5 M'Stl.� 'st t(,p U4 P c. Laminated Veneer Lumber: All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi, Fv=285 psi,Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi.E=1,900 ksi,Fv=285 psi, Fc_per=-750 psi, Fc_par--2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5. Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled;and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,.spaced 16"o/c: Rafter to Ridge Plate: Collar ties min. I x6@ 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 48"o/c: CS-14R-50.5"centered at band joist 6. Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise. Bolt holes in wood shall be 1/32"larger than bolt diameter. Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7. Blocking a.Blocking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls: provide blocking at 8'-0"o/c,maximum height. Corners to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-I0d toenails ea.end,or 2-16d end-nails ea. End ,�of & d. New Framing: Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edge MICNELE cti� plywood edges to this blocking sm 8.Nailing Schedule: CUDILO All nailing shall he in accordance with Appendix 120.Q,unless noted herein specifically. No.34774 Multiple Studs 16d @ 12"staggered STRUCTURAL a.All nails shall be common wire nails. o �� b.Sub-bore where;nails tend to split wood. 4 9. Headers less than 4'- ".use - x6;a State Building Code Table 5502.5(1) d(2)/VVJ others per MA v r ^'� / 1 -r p MICHE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Lone, Centerville, Massachusetts 02632 JAILS Drown By: MC Date: Drawing � 5 ueF Mi'JScale* AS NOTED Rev. 0 Irt SK- File Name: Project No.:�!� iivuvU0 vvvvU J I KUI.I UKAL F'ANtL JHtA1 HI NCi OUTSIDE ELEVATION SIDE ELEVATION I ._ ..- - - Extent of header (two braced wall segments) �-' -'- Extent of header (one braced wall segment) Pon ', s4 wall t; Braced wall segment { 4' Min. 1,000 lb r E` per IRC Table R602.10.4 —� ,��;� { tension strap. Height r I Strap shall be I -1 centered at .; . . •: .,' rl. , '�t,l�r,, t � �;• �... ;. � bottom of header. is Iiij: 2 to 18 (finished opening width) -- t,,.: f' K >, t •, «: 116d sinker C 1 1.4 ? I•- 1 Fasten sheathing to header with 8d common "art„ ' ;«. nails (0. 148 A ;• nails (0.131" x 2 1/2 ) in 3 grid pattern as shown {; ;"'' x 3-1/4'i at and 3" o.c. ,n all framing ( ) typ, �`)° `` :,l I i studs and sills t 2 rows ' Header shall be fastened to the kin stud °1 " C� 3" o.c. 3n' with 6-16d sinker nails (0,148" x 3.1/4") / 1'A ;;;i'„ 14; " {,,1, Wood str,;c- •�: 1,,: Minimum 1,000 lb strap shall be ---� "`:..' !''t+' turol pone:r;. 10 •;•'r �;;�'•; centered at bottom of header and installed �::' must be max. lad' on backside as shown on side elevation'' } ` " .; (�•,'� „•. t_ continvous r g �. •• '''1 from top of ti•, c ': --- Fora panel splice (if needed) --- .----- •� �;+ t"` "I P P ( wall to botion '� 1�t•. panel edges shall be blocked and ��•% _ �/. 1 af�il !,fi Ia, of wall, or ,)� ti,• occur within middle 24 a of wall height �;'�z, ;;.a from top of wall t0 • +� Wood structural panel strength axis P 11 ,.,. ermitted • �'� W splice area Min. number of studs shown: ' �Jl �l°i I•,�' Min. length based on 6:1 aspect ratio. "" I''' ' ' 7/16" min. ;�•: For exampfe:l6" min. for 8' height. thickness •�1 U. wood s.. structural Panel -- Anchor bolt per IRC Table R403.1 .6 typ, sheathing Min. 2"x2"x3/161 plate washer No. of jack studs per te: IRC Table R502.5(1&2) See Table 1 NotI OVER CONCRETE OR MASONRY BLOCK FOUNDATION ao scale I 'Fe�'z- orm No. J740 ■ r` 2008 APA - The Engineered Wood Association wwW.c �E rok.:-rAi, MICHELE CUDILO, P.E. Coneulting Structural Enaineer ,1� t Tf S�f nr ons, �n a •• o�eochusetta 0 6 2 �3 0 Drawn By: MC Dote: .F / A 2 Drawing Rs > Scale: AS NOTED Rev. p _ r ` File Nome: Project No.: �� Town of Barnstable Regulatory Services t t �+es Thomas F.Geiler,Director i639. �t� �Ep Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 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 ray behalf, in all matters relative to work authorized by this building permit (Address of job) Pool fences and alarms .are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. tore of Owner AL=ef Applicant Print Name Print Name Z2 I Z Dae QTORMS:O WNERPERMISSIONPOOLS �jKE Town of Barnstable v o� Regulatory Services > Nsrns Thomas F.Geller,Director r � q, 1639• Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us f^:_ j Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTON Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone work phone# CURRENT MAILING ADDRESS: ci town state zip code , The current exemption for"homeowners was extended o include owner-occupied dwellings of six units or less and to allow homeowners to engage an individ 1 for hire o does not possess a license,provided that the owner acts as supervisor. D FINIT N OF HOMEOWNER Person(s)who owns a parcel of land on which e/ a resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling,attached or d hed structures accessory to such use and/or farm structures. A person who constructs more than one home in a o-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building O i on a form acceptable to the Building Official,that he/she shall be res onsibie for all such work performed unde the dinpermit. (Section 109.1.1) The undersigned"homeowner"assumes re onsibili or compliance with the State Building Code and other applicable codes,bylaws,rules and regul The undersigned"homeowner"certifie that he/she unde tands the Town of Barnstable Building Department minimum inspection procedures and quirements and tha he/she will comply with said procedures and requirements. 5 Signature of Homeowner t Approval of Building Official ` r Note: Three-f y dwellings c6ntaining 35,000 cubic fe or larger will be required to comply with the State Building Code Sec ' n 127:0 Construction Control. HOMEOWNER'S EXEMP ON ` The Code states t t: "Any homeowner performing work for which a build g permit is required shall be exempt from the provisions of this section(Section,109. .1-Licensing of construction Supervisors);provided that the homeowner engages a person(s)for hire to do such work,that such Homeown shall act as supervisor." Many homeowners who use this exemption are unaware that they are assumin the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of a areness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed agar st the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. i To ensure that the homeowner is fully aware of his/her responsibilities,many cc unities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On t e 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 com unity. Q:forms:homeexempt Town of Barnstable Regulatory Services Thomas F.Geiler,DirectorRAMSTABIX � 9 MAM Building Division i63q' �0 .erED NIA' 6. Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PERMIT# 10 f FEE: $ SHED REGISTRATION 120 square feet or less o�33 aid J lotn,(- Location of shed(address) Village *- �- �©v[y-e 1c, /Ue�vk1 V 11-- `j eE 36,r 66el Property owner's name Telephone number 1, Size of Shed Map/Parcel# Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? ✓ Conservation Commission(signature required) Z 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 PLOT PLAN Q-forms-shedreg REV:121901 Q j 8 619 hk. < hJ n fA A e 'Z 7 tea It-Aass 3'1 Isl9di IJIMS AC) 331-1 IS(I 6.j i j I M N v 11-11 m I ffik S J Vi\71 I M TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Pa rc I CAS' Permit# Health Division 7 s ;S �— Date Issued -7 ` �— ° S� Conservation Division Fee d R ► (� Tax Collector&/� 767, 0< Application Fee Treasurer z 4�L0 Planning Dept. Checked in By Date Definitive Plan Approved by I nni g Board Approvec�TING SEPTIC SYSTEM f 1 Jbi t5 LIMITED TO OF BEDROOMS Historic-OKH - Preservation/Hyannis Project Street Address 2.3b Lo Village '12>Arr NS �� Owner ? C OTo 6y\ IyL y� �� Address 233 Old 1'�AA Ln P Telephone S c '2 t6 8 Permit Request �c��� �� �� 3 � Sc3y� a w. O Square feet: 1st floor: existing_ 3 06 proposed 100 2nd floor: existing «Y proposed )4, Total new k00 Valuation L S2S',a0C- Zoning District Flood Plain Groundwater Overlay Construction Type WociA_N�F Lot Size '2•% 5 7 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 2-' Two Family ❑ Multi-Family(#units) /' Age of Existing Structure 26 VAS Historic House: ❑Yes 2'I oo On Old King's Highway: @rles ❑No Basement Type: gull erawl ff alkout ❑Other Basement Finished Area(sq.ft.) 10 *5 Basement Unfinished Area(sq.ft) /,D©6 Number of Baths: Full: existing ,Z new Half: existing new Numberof Bedrooms: existing_ new c3 Total Room Count(not including baths): existing new First Floor Roo rrl Count * ! u CZ Heat Type and Fuel: ❑ x Gas a 1 ❑ Electric ❑Other �» u� :. Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/6 I stove: ❑YeS7' 0 z Detached garage:❑existing iew size C7 Pool:❑existing ❑new size Barn:❑e isting ❑anew :size 71k^ CD Attached garage:R/existing ❑new size W Shed:❑existing ❑new size Other: r Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 1160 If yes, site plan review# Current Use S� e. Proposed Use BUILDER INFORMATION Name _�Tca_09_ Telephone Number 3�'� 5_7 Address S!y A V-yTV a/\ License# 6 t-13 Ia PO• -9UN< CZ- Home Improvement Contractor# C'U lW ��3� , (�rA o���� Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO BNAS+- SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. I ADDRESS VILLAGE 1 v IF OWNER DATE OF INSPECTION: FOUNDATION �-- FRAME ( � INSULATION FIREPLACE . ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL rn GAS: ROUGH o FINAL FINAL BUILDING �. DATE CLOSED OUT t j r`w�s ASSOCIATION PLAN NO. rrn Lr 0 Glk 1 „_ Town of Barnstable Regulatory Services $ Thomas F.Geiler,Director 163 ��• Building Division Tom Perry, Building Commissioner 200 Main Street,Jjyannis,MA 02601 www.iown.barustable;ma.us office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder as Owner of the subject property hereby authorize, C e K 1. w, to-act on my behalf; in all=tters relative to vmrk authorized by this building permit application for: 033 (Address of Job) Signature of Owner ate 6" Ne-15 Print Name RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 . Residential Addition $50.00 Alterations/Renovations $50.00 Change of Contractor/Builder $25.00 FEE VALUE WORKSHEET NEW LIVING SPE - - f= square feet x$96/sq. foot- b x.0041-- plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq. foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq. ft.= x.0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq. foot= x.0041= STAND ALONE PERMITS Open Porch i x$30.00= U (number) Deck x$30.00= ' (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) 5 Permit Fee J Projcost Rev:063004 DOM� • :,, w,•-. aches iState urldin W_ 1.C_*@Kff W004M en ectio L 23sl The Massachusetts State Building Code (780 CM) 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, constructing/installing 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, Appendix.J, Section J1.1.23.1). 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 may 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 • Solar heat gain • Frame materials • Glazing to frame sealing and gasketing materials/seal durability and/or weather tightness of the sunroom • Adequate ventilation Operable-windows and fans • Applied Shading Systems • Insulation level in floors,walls,and ceilings • Possible Sunroom isolation from the main house via a wall and/or door or slider • Heating and Cooling Methods: Efficiency,Zoning and Controls Homeowner Acknowledgment The Massachusetts State Building Code, Section J1.123.1,..requires that the actual property owner(not the owner's agent or representative)acknowledge receipt of this CONSUMER INFORMATION FORM prior to issuance of a Building Permit for a project that includes'"sunroom" additions to an existing residential building. In accordance with this requirement, the undersigned hereby acknowledges that she/he has read the info atio ument concerning sunroom comfort and energy conservation. Signature f dual Building Owner Date Print Name Address of Permitted Project Owner Address(if different than project location) Owner's telephone number 3N `d � IVP G1 o 00'09 N rn 4 NJ 80 N a c; S9'69Z ` 062005 0 LAW1755-cAr Lqc( N W 0L LkC�V�✓E G o rJ q'YZ N cn Z O 5 z � � a���ON 4�•Z1 Z QRpQDSE� � �jGREt't�! QORC " 1 �ELSOY� aNJ 8SH0 16.69 Z isndl 131MS 30 S331Sndi 131MS '3 NVI�3IM V 131MS d hVMIM J/N 1 , ° TOWN OF BARNSTABLE Permit No. { nn 3 Building Inspector cash --------- Mona. ,s3a OCCUPANCY PERMIT Bond ----- Issued to (1,orrior P r+ Qn p Ir Address Lot 113. 235 n1d .Ta'I F T.Aiia e Ttgrnrt,nha a Wiring Inspector / � Inspection date Plumbing Inspecto �r-' �. Inspection date Gras Inspector s//1 / Inspection date .Engineering Department, rl � �,�, f� Inspection date - j Board of Health ✓ } Inspection date i THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. 1/ jq. ILBuildiing' Inspector Assessor's map and lot number ...... THE 61C= . JIG ( W �i Bpi Tp 1 Sewage Permit number ......�.....4z.... ....: } INSTALLED �I°' �(��Jt -►.b�dBARNSTADI yf 2 s � TITRe.. BL Z B9 LE, i House number 7! " '"�M'�................................. . @� ors E1�d.IRO NT'AL a• TOWN OF BARNSTABLE MAY BUILDING"- INSPECTOR APPLICATION .FOR PERMIT TO .� .. ... ....... ........... TYPE OF CONSTRUCTION .......CCQ1CL! ........................................................................................ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ..kQ 43........ sC - ...... C4r .�--............................................................................. ProposedUse .....044 ...................... .......................................+.......................................................... Q � ZoningDistrict ...... .&.........................................................Fire District ....... ..................................... Name of Owner l�. a! 6 ..!�ELs !�/,....K Address 3lal+!1 6�4 �Um/h- 2 i �T��Y1�'l �, IOQ�� U4 �2�vEeU44 ►�4 Nameof Builder ....:....:.... ...... ..... ..... .............................Address ... . .... .... ....... ...............//.................. ...... .... .. .,, Name of Architect ........................Address7P.. ................ Number of Rooms ......... .....................................................Foundation .....v.....�1 ... !/.U ................... Exterior ... `4... �.4. .....................................Roofing ....! ... .:5 ..................... Floors Lj .............................................Interior �..f.. .. Heating C, k!.. ? .G .....`��. ..................Plumbing .a.oi... 1....... .../a.4 4ar� ..................... � Ob Fireplace �J � r�.C. ............................................Approximate. Cost Definitive Plan Approved by Planning Board ________________________________19________. Area ... ........................ .. ... Diagram of Lot and Building with Dimensions Fee ` "� SUBJECT TO APPROVAL OF BOARD OF HEALTH 1� OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barns le regarding the above construction. Name .... .............................................. 1 Construction Supervisor's License 44..0!. 5z......... NELSON, P. GORDON JR. Po ...28386... Permit for .•.,Two Stor ....... Single Family Dwelling ............................................. ..... ..................... Location ...L.o.t...3, 2.3.5...Old...Jail. ...Lane. ........ . . ...... ...... . ...... . Barnstable ............................................................................... Owner ........Nelson,...P.....Gordon..Jr. . ............. ... Type,of Construction ..........Frame..................... .................. ............................. ........... /---Plot ............................ Lot ................................ Permit Granted ....'S ptember...6 ..........19 85 Date of Inspection. 19 ...................... .... Date-Complet d .....19 ql 4r E5t 15� J ri W ti CERTIFIED PLOT PLAN LOCATION SCALE . . Z.". �a o : DATE PLAN REFERENCE Old v CERTIFY THAT THEF.1 SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON AND THAT IT CONFORMS TO THE API V SETBACK REQUIREMENTS OF THE TOWN OF I . . . g . .5744r44� . . . .. WHEN CONSTRUCTED. DATE . .�/. 4ylgJ.. . p ��..�-s.-..G r 7 F'6 Ti Ti o ivEit' 0 L REGISTERED LAND SURVE R /� Go%�002/ ivELSo/v J7,42, y '•1. 4�� v.Y MATCH ALL EX15TING EXTERIOR - TRIM WHITE CEDAR 5HINGLE5 EX15T.HOUSE TO MATCH EX15TING EXP05URE-WRAPPED AT CORNER5 MATCH EXISTING FASCIA AND EXIST.HOUSE SOOFIT DETAIL-PAINT TO MATCH EX15TING COLOR EX15T.HOUSE NEW KITCHEN .MATCH EXISTING ARCHITECT - 1'2-• .�. - >_ :' WINDOW A5PHALT 5HIN'GLE COLOR - 1 12 3+ 3+j P.T.WOOD DECK RAIUNGS r i AND STEPS r - l_ II '..l� EX15T. I X4 WOOD DECKING A5 EX15T. -L HOU5E SELECTED EX15T.HOUSE SCREENS SCREENS SCREENS HOUSE i. SCREENS y MAT C o RIM h EXISTING WINDOW T EX15T.GARAGE/5HED Bnsr�ss flR I;` 1 AND PAINT TO MATCH EX15TINGILE MATCH FX!5TING WINDOWS rorccn nx. y I 1 Ex15T.HousE - - - - - - - - - - - fIL.:II SCREENS TO HAVE TRIM TO MATCH EXISTING WINDOW STEPS - TRIM AND PAINTED TO MATCH - STEPS I I HOT TUB 5ET BACK zro 5CREEN PORCH ADDITION Iaa KITCHEN ADDITION SCREEN PORCH ADDITION DECK ADDITION i ao• 11ono ea• �'� zsw .4W EX15T.HOUSE BEYOND DECK ADDITION PROPOSED SIDE ELEVATION PROPOSED REAR ELEVATION (WEST) = ( NORTH/RIGHT SIDE OF EXIST. HOUSE SCALE 1/4" P-o" ) _ SCALE 1/4'= 1'-0' EX15T.HOUSE EXISTING HOUSE rnsr.wAu Rwovco 9 6•C.a. EX15T.HOU5E p e sr.wow.Revoveo oR ro Renwu®am:Rs KITCHEN p R-ro T ADDITION PPOP05ED DECK AREA BEYOND = 1—UT P[N 1 aWN[R) p 5CREEN PORCH ADDITION w 4 EXIST. HOUSE p u EXISTING HOUSE as 0 \_5CREEN5/WNETR WDW5Li °DORM wmv uSCMun t O Tu ZZ w 5-0' 5-0' 2 2'-O° 2'-0" 2'-0 . 1 2 •''ti sop i b pFCKn x b srevs To k '� m a cRnn_ ^� _`m�,._•— "T- ,__._�J •- EXIST.HOUSE DOE y 71 lb'-O' DECK ADDITION PROPOSED SCREEN PORCH * KITCHEN 6'-!° 22'-O"SCREEN PORCH ADDITION 10'-O"KITCHEN ADDITION _ LEFT SIDE ELEVATION (SOUTH ) 16'-G° ! 5CALE I/4°= 1'-a ADDITION *NEW DECK TO REPLACE EXIST. sa'-I° DECK NELSON RESIDENCE NELSON RESIDENCE 233 OLD JAIL LANE,5ARN5TA5LE MA. FLOOR PLAN PROPOSED NEW SCREEN PORCH / KITCHEN SCALE A5 NOTED APPROVED DRAWN BY D.O. 233 OLD JAIL LANE DATE MAY G.2005 REVISED ADDITION DECK UNSEEN FROM FRONT oLsoN De510N AssoelAres 5ARN5TA15LE.MA. 28 DARN57ABLE RD_. ANNIs,MA. SCALE 1/4" = 1'-O" 508-775-4300 PROP05ED ELEVATIONS DRAWING NUMBER PROPOSED PLAN A- :. DRILL 8 GROUT q5 CUT ACCESS - �EX15T.FOUNDATION P.T.2X 10 LEDGER BOARDS I O'-O" -VERT,Q 2'-0"O,C. OLTED EXISTING FOUNDATION OP'G. W 1/2"D.GALV.BOLTS B ° _________82'-O O.C.-STAGGERED._______ _______ _____________________ ------------ ----'-' °. ___'� ° ----- ------------ -- --- --- --- --- --- --- - --- --- --- -- -- -- -- -- -- -' -- — - _______, z -- NEW 6"CONC. �_ `' '� FDN.8 FT'G. P. 2X Os 1 "O C. 2 I Os Q .C. TOP OF CONC. P CH l0 R "B LO KI .FL O FLU H _ ,sc2e[ry rorscn AoortioN nsove I 5ET TO ALIGN 7 caAw�srncc O KI HE FL OR W EXI T.H U FL O b 0 U _ NEW/EXIST.FIN. FLOORS — M 1.1.2X 1 O LEDGER BOARD O 10 IO°CONC.SONO TUBES �m BOLTED W I/2"D.GALV.BOLTS z W/244 VERT.ON BIG S-4 p - O C 5TAGGERED FOOT FOOTINGS 2'O" I� I ° VERT Q GROUT O.C. YW _ _______________ LLB B LO �— 11: ::1::- _ _ II 2'- ' OEX15T.FOUNDATION 4" II EXISTING FOUNDATION _ J IX DE KIN __________________ 1 oeeR neove 1 ; p) 5 EC ED ° I O"CONC.SONG TUBES \ w W/244 VERT.ON BIG \ 10'_p� __ _____ FOOT FOOTINGS LLB LO __ ___ ___ ___ -::I-- ___ _ T 4'-8" 1 2'-G 1/2" 14'-O" 18'-0" DECK ADDITION 5CREEN PORCH ADDITION KITCHEN ADDITION 22'-0" 32'-0" FOUNDATION PLAN 3B'-r' SCALE 1/4" = 1'-0" FLOOR FRAMING PLAN SCALE 1/4" 2X 10 LEDGER BOARD BELOW EX15TING HOUSE ex�5i.wnu uuoveo EXIST.HOUSE WALL NAILED TO EXIST.WALL rvew noz awve -- O ev15T.wIYN.RPJAOVED U ti. oz io uvaN®owN[Rs I/2"COX OR M.SHT . KITCHEN �O1J�i ADDITION OVER 2X I O5-"ICE 8 a — WATER'OVER ENTIRE M.- = t uroui .- K ovm[zl �� ROOF 6 UP 2'-O'ON b p SCREEN PORCH ADDITION O EXISTING WALLS- I c 16" .0 ARCHITECT ASPHALT SHINGLES OVER b EXISTING HOUSE 8 NP XK\00 EL 4�� 1 11- �11 H R.IIIP EL O z EX15T.HOU5E WALL 101-01, oT TUBK Y ru:, SE 32'-D., i 5'-0" 2'-O' 2'-O' 2'-O' I b "dDECK f '.If 57rS i0 61 .W NG we - GNIING ,'i E'1 ROOF FRAMING PLAN SCALE 1/4" = 1' A 16-0" DECK ADDITION G-1 22'-0" SCREEN PORCH ADDITION 10'-0' KITCHEN ADDITION 36-1" 54'-1' NELSON RESIDENCE FLOOR PLAN 233 OLD JAIL LANE NEL50N RESIDENCE BARNSTABLE.MA:SCALE I/4" I'-O" 233 OLD JAIL LANE, BARNSTABLE, MA. = 5CALE A5 NOTED APPROVED DRAWN BY C.O. FIRST FLOOR PLAN DATE Mar iG.2005 REVISED OL50N GSIGN A550CIATE5 28 BARN5TABLE RO-11YANNI5.MA. SCALE 1/4'= V-O" = 508-775-4300 of—d—nVeM1 .net FLOOR PLAN/FOUNDATION PLAN DRAWING NUMBER FLOOR FRAME/ROOF FRAME A—2 r O EXIST. WALL TYPICAL ROOF FRAMING 2X 105 @ I 0 O.C. W/ 1/2" CDX OR EQ. *SHINGLES RUN"ICE 4 WATER•2-0. "ICE I$WATER"$ARCHITECT ASPHALT SHINGLES �uP ExlOr.wnu TYPICAL SOFFIT DETAIL 2x 10 LEDGER BOARD{ P.T 2x 10 LEGGER BOARD s J015T HANGERS + MATCH EXIST. 50FFIT/FA5CIA DETAIL Joi TNANGeRs 3 + 2x8 LEDGER BOARD t PROVIDE ALUM. DRIP EDGE AND P.T.2x8 LEDGER BOARD• LVL BEAM 015T dMGER5 CONT. SOFFIT VENT JOI THANGE45 2-2X6 SCREEN SECTION TOP PIATE HEADERS M,®IV O.C.t R-301NSUL. W/1x3 5T.RAPPING®2'-C•O.G. TYP. 2X4 WALL5- _ W/v2•Gw.ED,CIEL. 2X45 @ I G"O.C.-2-2X4 TOP PLATE-2X4 SHOE 5'-8 1/2• 1 1/211 CDX OR EQ. 5HT'G.-R-I I IN5UL. t 1/2" GYP. 5'-8 1/2" EXIST. WALL s 1/2" 0 BD. @ INTERIOR. 3 1/2' § w SCREEN PORCH KITCHEN 2X 105 @ I G'O.C. W/3/4"SUB FLR. GLUED N F �SCREWED R-19 IN5UL. 2X4 WALL-1/2 WALL BELOW _ < SCREEN SECTIONS 2X 10!EDGER 50ARO9 K J015T ID LEDGER BOARD{ LVL BEAM W/GAW. SIMPSON J015T I1ANGER5 JOIST HA -ER5 KIT. LR. N 9U0.PtR. P.T. 2XG SILL W/SILL SEAL 1/2"D. OR EQ. - —- ANCHOR BASE(-OPT- 2-2X 10) MIN.TO FIN.GRADE ANCHOR DOLTS @ 0-0"O.C. MAX. CRAWL SPACE pip 8"THK. CONC. FOUND WALL W/DAMPROOFING P.T. 2X 105 @ I G"O.C. ... ..... ..:... ...... .: ..., fir• TO GRADE W/ IX4 DECKING AS R EXIST. FDN. SELECTED I G"W. X 8"D. X CONT. KEYED CONIC. FT'G. 10"CONC. 50NO TUBE W/ 244 VERT. BIG FOOT FOOTING 10'-01, 10.-0.. - FRAMING SECTION @ KITCHEN FID RAMING 5ECTION @ PORCH SCALE 3/8" = I'-O" SCALE 3/8" = 1'-0" NELSON RESIDENCE 233 OLD JAIL LANE, 13ARN5TA13LE,MA. SCALE AS NOTED APPROVED DRAWN BY D.O. Ff RST FLOOR PLAN DATE MAY 15.2005 juvl5eo OLSON DESIGN A550CIATE5 28 BARNSTABLE RD.,NYANNIS,MA. SCALE 1/4"= '-0" 508-775-4300 lecnd<si "mac FRAMING SECTIONS DRAW tJ&NUM �" S e "Pit, l-Ne-f+o rt4 I V\ O p N OF MASS-1C 0 MICHELE Gm 0 CUDILO -A o yo.34774 STRUCTURAL GI�F G SIONA� �? �t I SCALE: _ 110, APPROVED BY: DRAWN BY DATE: REVISED DRAWING NUMBER — — X Ole_ 00 _... 1XIZ -- -- .....91 TV ...... X I2— 1 7� 4 x It) 1,4 o� � (Z-) -•(. . --i wit_. �.r i 1 oK v 51 i `'rp31 �1rif kw f��► !K x x i 1 . i _ 2 x 6 .. /4'� :�1,� --fit r�• -- --- I x 1y TY� R-w v�1R'L+•-S too ��� • ----- oXrt, foavx C �i�Pa��ij Sfo� ���-1�1 +o� f�lK -I— f�, G�/ t�;�t•�,o1,•( OF N,A.,3 ti 0 z MCu EL.-pILQ �N1 SCALE: / — 1� APPROVED BY: DRAWN BY 3477 4 — D O N UcTURpL DATE: I �y REVISED ST Fl. �¢ o AEG15�P �1 DRAWING NUMBER tue �L /-/ ti 9_ T Jill 1JJ 1 Y Y 1 Fg-o tic S: 4-Fog-6re .P4A Fze- i '�- + MR-S G I�4EL:SA j Z33 o L TAi )'� DRAWN BY SCALE: APPROVED BY: (/_ DATE: I L REVISED DRAWING NUMBER Z cr MARK CLANCY New Homes,Additions Construction Supervisor Barns &Garages PINE HARBOR WOOD PRODUCTS www.pineharbor.com 259 Queen Anne Rd.,Harwich,MA 02645 508-737-4075 realclancy@gmail.com IZ I I 1 � � IEFts wev . IJ �. 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