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Home My WebLink About0030 INDIAN TRAIL �.,-4- "4 "T;a mg, m�,-wn" -d A Prgg- OM A A"A S.01- NO mqg -ZIq WON SO K .0*m- wA. t, WkNW -V�IVWI RE, m rly 2411'U, wit, m Pp,,;.� WWW Ww MEW z xq,�',, ,%' - I P - , mgz-g, q� A 2 ;V-4-'n- Atr W- V. K44 W+O, T� gt M Tu -.,Kr'11111VR B 52, R.1, �6 g-6 0 Op 16, 'g, M MMM XM J4.' N, ,v - ,,w mill Y, p v X RM AN � ,A RM, ,-- % M Q �Rw E MM WX O�� qg- "y w- v, Qai Nil,P F Wn MEMO Tw W 'Z M, Mpl§AIR R poik ?RM RK -F 5,14"i-6a,",MR, NOW P.1 A41"O T, IS ANN`- 't-AR M R ®R! 'A AR 1?w ON. 02 M, Q IP is mv- A,wofv M� .... ....... Commonwealth of Massachusetts Sheet Metal Permit Ma Parcel Q� � OL Date: / Permit: G �� (A, Estimated Job_Cost: $ Q'�� Permit Fee: $ Plans Submitted: YES. NO ✓ Plans Reviewed: YES NO Business License Applicant License# l d Business Information: Property Owner/Job.Location.Infyormaeon: Name: tD i e Name: �� Street: , g z/- Z� Street: O xf?G� / ��1 7 '��jr Ci /Town: 1 ;, ,e�- City/Town: �, ►r�<� /lo Telephone: 7 ®� ��t7 Telephoner > j 65612- Photo I.D.required/Copy of Photo I.D. attached.: YES 4,Z NO staff Initial J-1 unrestricted license J-2/M-2-restricted.to dwellings 3-stories or less and commercial up to 10,0 2-st Residential: 1-2 family y Multi-family Condo%Townhouses Other Commercial: Office Retail Industrial EducationalAUG - 4 «14 i Fire Dept. Approval Institutional_ Other TAIBLE / O�BAA Square Footage: under 10,000.sq..ft. V over 10,000.sq.ft. Number of Stories. Sheet metal work to be completed: New Work: y Renovation: HVAC Z Metal Watershed Roofing. Kitchen Exhaust System i Metal Chimney/Vents Air Balancing Provide detailed description.of work to be done: Aq n d FX R . f I INSURANCE COVERAGE: i I have a current liability insurance policy or its,equivalent which meets the requirements of M.G.L Ch.112 Yes Yo ❑ If you have checked YS,.indicate the type of coverage by checking.the appropriate box below: i A liability insurance policy ❑ Other type of indemnity ❑ Bond 0 OWNER'S INSURANCE WAIVER:I am aware that the licensee goes not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,:and that my signature on this permit application.waives this requirement f Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this box ,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed.under the permit issued for this,application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General) Duct inspection required prior to insulation installation:YES P � Progress Inspections Date Comments Final Inspection Date Comments i Type of License: 3y Master - Title ❑Master-Restricted DitylTown ❑Joumeyperso'n. Signature of Licensee 'eCmit# ❑Joumeyperson-Restricted G (1ceZnseMurriher:. =ee$ Check at www.rrsass.dovldnl nspector Signature of Permit Approval �TME Town of Ba rnstable.rest ab Ye Regulatory Services MAThomas F.Gefler,Director Building DivWon Tom Perry,]3unding Commissioner 200 Main I tree4.Hyannis,MA 0260, wwW.town.barnstablema.ns Office; 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Us' A.Builder 7as f the subject ptgpert7 heteby authotize_ V,r"14��7 to att on=y behalf; in an matt=relative to work autho tined by this bmIding pit ® G, r� (Address of Job) Pool fences and alarms are the ons res ibili f th responsibility o e applicant. Pools are not-to be Elled•before fence is*installed and pools are not to be Utilized until all final inspections ate performed and accepted. Si9=tnte o tore of Applicant Print Name Print Name Q7X,ORMs:owr sor>Poors Town of Barnstable ..s Building Department - 200 Main Street �� * Hyannis, MA 02601 1639- .� (508) 862-4038 RFD Mfg A Certificate of Occupancy Application Number: 201308609 CO Number: 20140168 Parcel ID: 336016001 CO Issue Date: 12/22/14 Location: 30 INDIAN TRAIL Zoning Classification: Proposed Use: Village: BARNSTABLE Gen Contractor: ROBERT G IADONISI Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed TOWN OF BARNSTABLE +' Building 20136809", PermitBA RNSTABLE, Issue Date: 12/04/13 9 MASS. 16 9. A� Applicant: ROBERT G IADONISI Permit Number: B 20133054 Proposed Use: Expiration Date: 06/03/14 Location 30 INDIAN TRAIL Zoning District Permit Type: NEW SINGLE FAMILY ATTACHED Map Parcel 33601-6001 Permit Fee$ 2,550.00 Contractor ROBERT G IADONISI Village BARNSTABLE App Fee$ 100.00 License Num 028811 Est Construction Cost$ -4,;40,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND SINGLE FAMILY 3 BEDROOM HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: PROPERTY OWNER BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: HYANNIS,MA INSPECTION HAS BEEN MADE. Application Entered by: PF Building Permit Issued By: a'------- 30�— THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS O LIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY.GRADES AS WELL AS DEPTH AND LOCATION OF LIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION. RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A).. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 41. 3-�1 � i.�_2 Z c 1 Heating Inspection Approvals Engineering Dept Fire Dept� �? I� 2 �A' Board o e Ith n t �- d2-4q f�'e5OA\ _ t ' • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ` ? Parcel l OLi Application Health Division 13 Date Issued Conservation Division �- �3-J�I'pSf 1w'' �' t f 26 0 Application Fe Planning Dept. P►.. �) Permit Fee S� Date Definitive Plan Approved by Planning Board Ao* Pu-6', GW./u Historic - OKH _ Preservation/ Hyannis Pk . Project Street Address '� 30 _=�i jA,��l�"�L, Village��AuxsTA611; Owner ;7106/W011-' -1 1914 .�f1 ll�l�'G�lt�.�'Itf Address ��'a 44K 1,f-1)6t,� '�� , t=J'R104' w)ci-1 Telephoned 'Permit Request 7C) CA, t - s "0J�� (t`'�f��I 5�`�l0�►'1 Square feet: 1st floor: existing proposed 2nd floor: existing—proposed Total new Zoning District Flood Plain Groundwater Overlay c% Project Valuation Destruction Type Lot Size � (� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: 'Yes ❑ No Basement Type: fOrFull ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft)_, , t3Y 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`:_-❑Y ❑ No fa Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing 0•Pnew- ize_ Attached garage: ❑existing new sihed: ❑ existing ❑ new size _ Other: ZZ Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ N) r n Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ------------- Name, n'jp,� '� ( a S Telephone-Number Add K `�; �CXD 0.�W Jan .License,#. C"� Home.Improvement-Contractor# l �� Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO r-- SIGNATURE DATE. t FOR OFFICIAL USE ONLY - tAPPLICATION# DATE_ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER f c DATE OF INSPECTION: q,UFO.UNDATTIONIU'Ayi w v 0WA9(Iki)---,. FRAME !INSULATION,�i. FIREPLACE i, t ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. PROJECT ADDRESS: T n PERMIT# .PERMIT DATE: 1 Z GE" O f (-Q - 001 LARGE ROLLED PLANS ARE El�: B® 3 SLOT Data entered in N S program On: Z 3>6 By. � I re Town of Barnstable Regulatory Services Mess. Thomas F.Geiler,Director 1639. $ 6�• Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.as Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I,_ 2i� �%✓ y�'��aG �f , as Owner of the subject property hereby authorize s --Z-eoupSd 'f J to act on my 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 or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature d Applicant Print Name Print Name li d Date QTORM&OWNERPERMISSIONPOOLS 6/2012 v . Affidavit of Substantial Financial Interest of I, f�C'r -� ��'�S r 7 !�fy Scc � , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at ap_UL., Parcel The address of the property is 0 1AIDIad 7pa 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is Aloy. 22 20=1 I have had ,a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. . 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month,, I have submitted 0 building permit applications for property in which I have a 1% legal or equitable interest. 1 8. Within this month, I have received 0 building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury,,this2%;_day of U , 200/3 2001-0050/affin 1 OILOTTERY/AFFIDAVIT A TYC Gidde to Wood Construction hi High Wind Ai-eirs:110 iiiph Wind Zorie Massachusetts Checklist for' Compliance (780 CK R 53012.1.1)' Check Compliance i.i SCOPE Wind.Speed (3-sec. gust)....................... ...................... ........... ................. 110 mph WindExposure Category................................................................................................................................B Wind Exposure Category.....:......!k..Engineering Required For Entire Project........................................C 1.2 APPLICABILITY Number of Stores (a roof which exceeds 8 In.12 slope shall be considered a story)_,,I_stories :5 2 stories Roof Pitch .... 12-12 .......................................................................(Fig 2) .............................................ZA(t2,-c Mear`Rocif Height ................;..............................................(Fig 2).................................................U ft Buliding.Width,W ....;.......................................................r..(Fig 3)................................................3,2,-ft 5 80' FiBuilding Length, L ..............................................................(Fig 3).................................................j2pit :5 B01 Building Aspect Ratio(LIV✓) ................................I ............(Fig 4)................................................. 5 3:1 Nominal-Height of Tallest Dpening2 ....................................(Fig 4)..................................................� 6V fi 1.3 FRAMING CONNECTIONS .General,compliance with'firaming connections....................(Table 2)............................................................... 2.1 FOUNDATION Fc)undaflon Walls.meeting -equirementsDf7BD CMR 5404.1. Concrete...................................................................................... ......................................... G oRcrate Masonry ........................... ................ 2-2 ANCHORAGE TO FOUNDATION"" 5/9'Anchor Bolts,imbedcle� or 5/B'Proprietary Mechanic6l Anchors as an alternative in concrete only Bolt Spacing-general ...........................................(Table 4)............................................... in. Bolt Spacing fmm e6drioint of plate .............................(Fig 5)..................:..............._. I"Z- in. S'-12". 41-- Bolt Embedment-concrete.......:...............................I(Fig 5)...... ....................*....... �in.?':7' Bolt Embedment-masonry..................:......................(Fig 5).._........._......................._.._.... in.! 15" rViL Plate,Washer.................................................................(Fig 5).............................................. 3-x 3-x 1/4' Loll 3.1 FLOORS Floor fiaming member spans checked ...............................(per 7130 CMR Chapter 55)................................... Maximum Floor Opening Dimension....................................(Fig 6)...................... ..**..........*..................4L7ft:5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6).. .................................... MtLdmum Floor Joist Setbacks Suppbffing LoadbeaningWaft or Shearwall................(Fig 7).............r...................................... ft 5d Maximum Cantilevered FIoDrJoists; Supporting Loadbeadn6,,Walls'Dr Shearwall................(Fig 8)..............................................;..... It :5 d CA Floor Bracing at Endwalls....................................................(Fig 9)............. . .......................................................... 7130 CMR Chapter 55)....MsX4 .............. Floor Sheathing Type ... ...............(pL -Floor Sheathing Thickness ............................................:.....(per 78D CMR Chapter 5 ........ .............31V in. Floor Sheathing Fasteffing..................................................(Table 2)..'; t_L .. 3_d nails a in edge I hf7in field 4.1 WALLS Wall Heighty Loadbearing walls................................ .......................(Fig 10 and Table 5)........................... ft :5 1 o- NDri-Loid-bearing walls ..................... ........................(Fig 10 and Table 5).................. ft's 20' ...................I....................................(Fig 10 and Table 5).................. Wall Stud Spacing I ,24-o.c. 41-11 Wall Story Offsets ........................................................(Figs 7&B)............................................ ft :9d 4-2 EXTERIOR-WALLS 3 Wood Stids Loadbearing walls........................................................(Table 5)............................ 2x-L- ft in. NOn-Loadbearing Valls ..:(Table 5) Gable End Wall Bracing Full Heldht Endwall Studs........................:.................. (Fig 10)......................I............................................ WSP-Attic Floor Length.................................................(Fig 11)............................................ ft -W(3 _9A 'Gypsum Ceifing Length if WSP not used ....:...............(Fig 11)............................................ ft>:0.9W and 2 x 4 Continuous Lzateral Brace @ 6 ft.o.c. .. (Fig 11)......................................................... br 10 ceiling furring strips @ 16"spacing min.with 2:)c 4 blocking @ 4 ft spacing in and joist or truss baR_w Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)...................................... ft .........................Splice Connection (no. of 16J Common nails)..............(Table 6)................... ............. b AWC Guide to WVood Construction in High Ifind Areas: I r0 tttpit hrind Zone Massachusetts Cheddist for Compliance (7S0 CIKR53of.2.1.1)I Loadbearing Wall Connections Lateral(no.of 16d.common nails) (T ) - Non-Loadbearing Wall Connections ..lLateri0 f o.of 16d common nails)................................(Table 8)....................................................... Load Bearing Wall Openings (record largest.opening but check all openings for compliance to Table 9) .Header Spans ........................................................(Table 9)...._..............................�L ft in.< 11' !� SIR Plate Spans ........................................................ able 9 ft in. 11 Full Height Studs no. of studs ... able 9 NDn'-Ooad Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans........c-.lc%...........................................(Table 9)..................................4-ff in.<_ 12' Sill'Plate Spans...... C.:_............................................(Table 9).................................... ft C.J in._< 12"Full Height Studs(no!,of studs)....................................(Table 9)......................................................... f/ Exterior Wall Sheathing to,Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W Nominal Height of Tallest Opening2 ............................................................................,k25 6'8' Sheathing Type..............................................(note 4)......................................................CA-J,_ Ll_ Edge Nail Spacing...........................................(Table 10 or note 4 if less)........................... in. r/ Field Nail Spacing .. able 1 D in. Shear Connection (no. of 16d common nails)(Table 10).......................................................'�2G. Percent FulhHeight Sheathing...................:...(Table 10)................_......._........_._._-_...........Z:L.% 5%Additional-Sheathing for Wall with Opening>6V(Design Concepts).................... Maximum Building Dimension, L ,^ Nominal Height of Tallest Opening2...................................................................... 4a5 sr Sheathing Type.......................:....:.................(note 4)..................................................... CpY__ ' Edge Nail Spacing........................................(Table 11 or note 4 if less)....................... in. v Feld Nail Spacing................................:.....:_.(Table 11).........._..:..,................_................ in. V Shear Connection (no. of 16d common nails)(Table 11)........................................................16,G r/ 3 Percent Full-Height Sheathin .... able 11 ............. k 7. 0 5%Additional Sheathing for Wall with'Opening>6'8" (Design Concepts).................:.. Wall Cladding Ratedfor Wind Speed?.....:........................................................ ............................................................... !� 5.1 ROOFS Redf framing member.spans checked?........................(For Rafters use AWC Span Tool, see BBRS Website) !/ Roof Overhang 1 (Figure 1.9} L ft s smaller of 2'or LI3 Y.......................................... ............ Truss'or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift...................................... ........(Table 12)............................................U=_-k!9pff lateral.............................................(Table 12).........:....................................L= plf Shear............................:..................(Table 12)............................................ Ride Strap Connections,if collar ties not used perpage 21... able 13 ...T= Gable-Rake OuFlookerr`.'_''�. .:.'.(...........................(Figure 20) ............. C ft s smaller of 2'or 112 C/ Truss f Rafter Connections at Non-Loadbearing,Walls Proprietary Connectors � / Uplift................................................(Table 14)............................................U=e lb. Lateral(no. of 16d common nails)...(Table 14)............. lb. Roof Sheathing Type..._......__ti..:..................................(per 780 CMR Chapters 5B and 59) .Cps..• (i. Roof Sheathing Thickness....:......................:........:.....:.............................................4 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 78D CMR.5301.2.1.11tem 1.1f 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 n b. 20 Gage Straps per Figure 11 c� C. Upfiff Straps per Figure 14 d. All Straps per Figure 17 e. Comer`Stud Hold Downs per Figure 18a and Figure 18b Exception:Opening heights of up to 8 ft_shall be permitted when 5% is added to the.percent full-height sheathing •requirerrients�shbwn in Tables 10 and 11. I. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#t2-grade. REScheck Software Version 4.4.0 Compliance Certificate Project Title: Guzikowski Residence Energy Code: 2009 IECC Location: Sandwich,Massachusetts Construction Type: Single Family Glazing Area Percentage: 16% Heating Degree Days: 6297 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 30 Indian Trail I.B.I.Construction Co Barnstable,MA East Sandwich,MA 02537 508-888-4102 ibisandwich@aol.com Compliance:13.0%Better Than Code Maximum UA:485 Your UA:422 The%Better or Worse Than Code index reflects how dose 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. 111111:1 1 1 Lei • �•• Ceiling 1:Flat Ceiling or Scissor Truss 2074 38.0 38.0 29 Wall 1:Wood Frame,16"o.c. 3337 21.0 21.0 69 Window 1:Vinyl Frame:Double Pane with Low-E 389 0.330 128 Door 1:Solid 21 0.580 12 Door 2:Glass 154 0.870 134 Floor 1:Steel Frame,16"o.c.:2xl2,Over Unconditioned Space 2074 30.0 30.0 50 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Guzikowski Residence Report date: 11/23/13 Data filename: Untitled.rck Page 1 of 1 Design of -6eam :1: BEAM #1 ------------------------------------------------------ INPUT Floor I Live Load ( K /Ft A2) : 0.03001 I Slope-0 in 12 Code : UBC I Dead Load ( K /Ft A2) : 0.01501 1 Species wet Use : No I Snow Load ( K /Ft A2) : 0 1 Grade Rep. Use : No I TL Deflection : L/300 I Trib. width : 8' -0" Lt. Cant. : N 1 LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 124' -0" Actual 124' -.75" Brg. 1.5" 0" Min. 0" 0" Total Length : 24' -.75" MEMBER SELECTED Steel wF w10x22 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL 1 REACTION I BENDING I SHEAR I LL-DEFL I TL-DEFL I ( K ) I ( K /In A2) I ( K /In A2) I ( In) ( ( In) MAX VALUE I 4.322 I -13.41 I 1.771 I -0.524 I -0.786 OF ALLOW I n/a I 56 I 12 I 65 I 81 LOCATION I 0" I 12' -0" I 0" I 12' -0" I 12' -0" MAXIMUM HANGER FORCES 0 K (LEFT) 0 K (RIGHT) ------------------------------------------------------------ 10.17 In. j Deep ------------------------------------------------------------ 4322 lbs Max. 4322 lbs Max. 1441 lbS DL 1441 lbS DL 2881 lbS LL 2881 lbs LL 4.3 K 4.3 K General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end � HOF�gss of the structure. 9°ti 3. Locations of maximum moment, stress and deflection are " H SHOP e� measured from the left end of the structure. STRUCTURAL co 4. Bearing across full width of beam i s required.red. NO.29488 S. Structural adequacy of supporting members must be confirmed. ��°�F��,sTEREo 6. Bearing lengths required may be 1 i mi ted by bearing stress on r ONAL ENS supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. Design of Beam 1: BEAM #2 INPUT Floor I Live Load ( K /Ft A2) : 0.03001 I Slope 0 in 12 code : UBC I Dead Load ( K /Ft A2) : 0.01501 I Species wet use : No I Snow Load ( K /Ft A2) : 0 I Grade Rep. use : No I TL Deflection : L/300 I Trib. width : 16' -0" Lt. Cant. : N I LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I side Loaded : No SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 128' -0" Actual 128' -.75" Brg. 1.5" 0" Min. 0" 0" Total Length : 28' -.75" MEMBER SELECTED Steel wF W12x40 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING I SHEAR I LL-DEFL I TL-DEFL I ( K ) I ( K /In ^2) I ( K /In A2) I ( In) I ( In) MAX VALUE I 10.08 I -16.32 I 2.863 I -0.739 I -1.108 % OF ALLOW I n/a I 68 I 19 I 79 I 98 LOCATION I 0" I 14' -0" I 0" I 14' -0" I 14' -0" MAXIMUM HANGER FORCES 0 K (LEFT) 0 K (RIGHT) ------------------------------------------------------------ 11.94 In. Deep -- ------------- 1.008e+004 lbs Max. .008e+004 lbs Max. 3362 lbs DL 3362 lbs DL 6722 lbs LL 6722 lbs LL 10 K 10 K General Notes 1. Beam weight is assumed to be included in Dead Load. OFy�gss 2. Load locations given are measured from the left end of the structure. WILL M o. 3. Locations of maximum moment, stress and deflection are STRUCT°RA measured from the left end of the structure. N0.29488 4. Bearing across full width of beam is required. 5. Structural adequacy of supportin?imited members must be confirmed. F /STERED��cQ 6. Bearing lengths required may be by bearing stress on S� "q`E \ " supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. Design ofseaml: BEAM #3------------------------------------------------------- INPUT Floor I Live Load ( K /Ft A2) : 0.03001 I Slope '0 in 12 Code : UBC I Dead Load ( K /Ft A2) : 0.01501 I Species Wet Use : No I Snow Load ( K /Ft A2) 0 I Grade : 2.0E Rep. Use : No I TL Deflection : L/300 I Trib. width : 8' -0" Lt. Cant. : N I LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I side Loaded : NO SPAN DATA (Length is to center line of bearing) SPAN 1 Length 111' -0" Actual 111 -.75" Brg. 1. 5" 0" Min. 1. 5" 1.5" Total Length : il' -.75" MEMBER SELECTED Generic LVL 2.0E 1.75x9.5x2 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING I SHEAR I LL-DEFL I TL-DEFL ( K ) I ( K /in A2) I ( K /In ^2) I ( In) I ( In) MAX VALUE I 1.981 I 1.242 I 0.0765 I -0.158 i -0.237 OF ALLOW I n/a I 41 I 26 I 43 I 53 LOCATION I 0" I 5' -6" I 10' -2. 5" I 5' -6" I 5' -6" MAXIMUM HANGER FORCES 1.981 K (LEFT) 1.981 K (RIGHT) ---------------------------------------------------------- 9. 5 In. j i Deep i I ------------------------------------------------------------ 1981 lbs Max. 1981 lbs Max. 660.4 lbs DL 660.4 lbs DL 1320 lbs LL 1320 lbs LL 2 K 2 K General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end P HOFM�Ss9 of the structure. 3. Locations of maximum moment, stress and deflection are o� w� Oyu measured from the left end of the structure. STRU�T P° 4. Bearing across full width of beam i s required.red. No.29 BgAc co 5. structural adequacy of supporting members must be confirmed. 6. Bearing 1 engths required may be 1 i mi ted by bearing stress on �FSS O/STEREO supporting members. OVALEW 3 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. r Design of %Beaml: BEAM #3A ----------------------------------------------------- INPUT Floor I Live Load ( K /Ft A2) : 0.0.3001 I Slope 0 in 12 code : UBC ( Dead Load ( K /Ft A2) : 0.01501 I species wet use : No I Snow Load ( K /Ft A2) : 0 I Grade : 2.0E Rep. use : No I TL Deflection : L/300 I Trib. width : 1' -4" Lt. Cant. : N I LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I side Loaded : No SPAN DATA (Length is to center line of bearing) I SPAN 1 Length ( 16' -0" Actual 116' -.75" Brg. 1. 5" 0" Min. 1.5" 1.5" Total Length : 16' -.75" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF I LOAD I LOAD I DISTANCE I LOAD I BEGIN I END NO. I CASE I TYPE I TO START I LENGTH I VALUE I VALUE 1 1 D I C 14. 5 I I 0.66 2 1 L I C 14. 5 I I 1.32 MEMBER SELECTED Generic LVL 2.0E 1.75x9.5x2 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING ( SHEAR I LL-DEFL I TL-DEFL I ( K ) IC K /In A2) IC K /In A2) i C In) I C In) MAX VALUE I 1.903 I 1.814 ( 0.083552 i -0.415 I -0.622 OF ALLOW I n/a I 60 I 29 I 77 I 97 LOCATION I 0" I 4' -6" I 15' -2.5" I 7' -4. 555" i 7' -4. 555" MAXIMUM HANGER FORCES 1.903 K (LEFT) 1.037 K (RIGHT) ------------------------------------------------------------ 9. 5 In. Deep ------------------------------------------------------------ 1903 lbs Max. 1037 lbs Max. 634.5 lbs DL 345.7 lbs DL 1269 lbs LL 691.4 lbs LL 1.9 K 1 K General Notes 1. Beam weight is assumed to be included in Dead Load. LHOF� 2. Load locations given are measured from the left end o� q1V of the structure. 3. Locations of maximum moment, stress and deflection are ST B�S�AM�. `� RU NAP rn measured from the left end of the structure. 2,9 g8Ac 4. Bearing across full width of beam is required. o� �� 5. Structural adequacy of supportinlimited members must be confirmed. "s, SrEREo 6. Bearing lengths required may be by bearing stress on �NAI ENG\"' supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. R rnntilavar rlaflartinn nllnIAMKIac nra hacarl nn twira tha cnnn lannth Design of 'Beam *l: BEAM #4_______________________________________________________ INPUT Floor I Live Load ( K /Ft A2) : 0.03001 ( Slope 0 in 12 Code : UBC I Dead Load ( K /Ft A2) : 0.01501 I Species wet use : No I Snow Load ( K /Ft A2) : 0 I Grade : 2.0E Rep. use : No I TL Deflection : L/300 I Trib. width : 16' -0" Lt. Cant. : N I LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 113' -0" Actual ( 13' -.75" Brg. 1.5" 0" Min. 1.602" 1.602" Total Length : 13' -.75" ADDITIONAL LOADS (Distances are from left end) units: K Ft REF I LOAD ( LOAD I DISTANCE I LOAD ( BEGIN I END NO. I CASE I TYPE I TO START I LENGTH I VALUE I VALUE 1 1 D l u 10 I 13.00 I 0.15 2 1 L l u 10 I 13.00 I 0.10 MEMBER SELECTED Generic LVL 2.0E 1.75x11.875x3 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING I SHEAR I LL-DEFL I TL-DEFL ( K ) I ( K /In ^2) I ( K /In ^2) I C In) I ( In) MAX VALUE I 6.307 I 1.994 I 0.12865 I -0.254 I -0.426 OF ALLOW I n/a I 68 I 45 ( 58 ( 81 LOCATION 0 1 6 -6 I 12 -.125 I 6 -6 I 61 -611 MAXIMUM HANGER FORCES 6.307 K (LEFT) 6.307 K (RIGHT) ----------------------------------------------------------- 11.88 In. Deep 6307 lbs Max. 6307 lbs Max. 2536 lbs DL 2536 lbs DL 3771 lbs LL 771 lbs LL 6.3 K .3 K General Notes TH°F� 1. Beam weight is assumed to be included in Dead Load. ass 2. Load locations given are measured from the left end Q;S�gMo. 9G of the structure. STR�°"Op Cn M 3. Locations of maximum moment, stress , and deflection are o P NO.28 88A� co measured from the left end of the structure. 4. Bearing across full width of beam is required. s/�NALEENG\N�� 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. R rnntilavar rlaflartinn allnumhlac ara hncarl nn twina tha cnan lannth Design of Beam '1: BEAM #5 INPUT Floor I Live Load ( K /Ft A2) : 0.03001 I Slope 0 in 12 Code UBC I Dead Load ( K /Ft A2) : 0.01501 I Species Wet Use : No I Snow Load ( K /Ft A2) : 0 I Grade : 2.0E Rep. use : No I TL Deflection : L/300 I Trib. width : ill -0" Lt. Cant. : N I LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 110' -6" Actual 110' -6.75" Brg. 1. 5" 0" Min. 1.981" 1.981" Total Length : 10' -6.75" MEMBER SELECTED Generic LVL 2.0E 1.75xll.875 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING I SHEAR ( LL-DEFL I TL-DEFL ( K ) I ( K /In ^2) I ( K /In ^2) I ( In) I ( In) MAX VALUE I 2.6 I 1.991 I 0.15229 I -0.185 I -0.277 OF ALLOW I n/a I 67 I 53 I 52 I 66 LOCATION I 0" I 5' -3" I 9' -6.125" i 5' -3" I 5' -3" MAXIMUM HANGER FORCES 2.6 K (LEFT) 2.6 K (RIGHT) ------------------------------------------------------------ 11.88 In. Deep i I ------------------- 2600 lbs Max. 2600 lbs Max. 866.8 lbs DL 866.8 lbs DL 1733 lbs LL 1733 lbs LL 2.6 K 2.6 K General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end N EA Hop of the structure. N ss 3. Locations of maximum moment, stress and deflection are STeisti Mo 9G measured from the left end of the structure. NO. Cn 4. Bearing across full width of beam is required. o ?9488gc 5. structural adequacy of supporting members must be confirmed. 6. Bearing length's required may be 1 i mi ted by bearing stress on Aso 1'L E D N�� 1 supporting members. \3 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. cantilever deflection allowables are based on twice the span length. f Design of'Beam 1: BEAM #6------------------------------------------------------- INPUT Floor I Live Load ( K /Ft A2) : 0.03001 I Slope 0 in 12 Code : UBC I Dead Load ( K /Ft A2) : 0.01501 I species wet Use : No I Snow Load ( K /Ft A2) : 0 I Grade : 2.0E Rep. use : No I TL Deflection : L/300 I Trib. width : 14' -0" Lt. Cant. : N I LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 116' -0" Actual 116' -.75" Brg. 1.5" 0" Min. 1. 5" 1.5" Total Length : 16' -.75" MEMBER SELECTED Generic LVL 2.0E 1.75x11.875x3 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION ( BENDING I SHEAR ( LL-DEFL I TL-DEFL ( K ) ( ( K /In ^2) I ( K /In ^2) I ( In) I ( In) MAX VALUE I 5.042 I 1.961 I 0.10631 I -0.423 I -0.634 OF ALLOW I n/a I 66 I 37 I 79 I 99 LOCATION I 16' -0" 8' -0" I 15' -.125" I 8' -0" I 8' -0" MAXIMUM HANGER FORCES 5.042 K (LEFT) 5.042 K (RIGHT) . ----------------I 11.88 In. j Deep ----------------------------------------------------------I 5042 lbs Max. 5042 lbs Max. 1681 lbs DL 1681 lbs DL 3361 lbs LL 3361 lbs LL 5 K 5 K General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end �, LTHoF of the structure. �qs 3. Locations of maximum moment, stress and deflection areIc the left end of the structure. Sr Q�SN po. 4. Bearing across full width of beam is required. N0g'(/'? S. Structural adequacy of supporting members must be confirmed. �� 488 6. Beari n 1 en ths required may be 1 i mi ted b bearing stress on `S ��STFREo supporting members. y y g �` :, JL ENVA � 7. A negative reaction indicates that the beam must be fastened l to the support to resist uplift. 8. cantilever deflection allowables are based on twice the span length. Design of Beam^l: BEAM #7_______________________________________________________ INPUT Floor I Live Load. ( K /Ft A2) : 0.05001 I Slope 0 in 12 Code : UBC I Dead Load ( K /Ft A2) : 0.03501 I Species wet use : No I Snow Load ( K /Ft A2) : 0 I Grade Rep. use : No I TL Deflection L/300 I Trib. width : 16'-0" Lt. Cant. : N I LL Deflection L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading Yes I side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 114' -0" Actual 114' -.75" Brg. 1.5" Off min. 0" 0,f Total Length : 14'-.75" ADDITIONAL LOADS (Distances are from left end) Units: K Ft N0� I CASE I TYPE I TO LOAD LOAD TANCE I LOAD I BEGIN I END 1 I D I 1 i LENGTH i VALUE i VALUE G 7 2I L I C I7 I I 3.40I MEMBER SELECTED Steel WF W10x26 IS MEMBER OK? Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING I SHEAR I LL-DEFL I TL-DEFL MAX VALUE I ( K12.07 K /In A2) I ( K /I4.495 I ( In) I ( In) % OF ALLOW I n/a I 92 I 31 j -0'252 -0.471 LOCATION I 0" I 7'-0" I 0" I 7' -01, I 7' -0"MAXIMUM HANGER FORCES 0 K (LEFT) 0 K (RIGHT) -------------------- 10.33 In. j ------' Deep i I ------------------------------------------------- I 1.207e+004 lbs Max. 1.207e+004 lbs Max. 4771 lbs DL 7301 1bS LL 4771 lbs DL 7301 1b5 LL 12 K 12 K General Notes k Jk 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. c' r : Sr f; RED F 5. structural adequacy of supportin confirmed. r I g members must be confi s . ( .If ' EcR 6. Bearing lengths required may be limited by bearing stress on yG 7. Aunegative reaction indicates that the beam must to the support to resist uplift. be fastened Q rnntilavar Anflartinn allniArahlac nra hncati nn twira tha cnnn lannth 7 Design of-Beam 1: BEAM #8 ------------------------------------------------------ INPUT Floor I Live Load ( K /Ft A2) : 0..03001 I Slope 0 in 12 Code : UBC I Dead Load ( K /Ft A2) : 0.01501 I Species wet use : No I Snow Load ( K /Ft A2) : 0 I Grade Rep. use : No I TL Deflection : L/300 ► Trib. width : 12' -0." Lt. Cant. : N I LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 128' -0" Actual ( 28 -.75" Brg. 1.5" 0" Min. 0" 0" Total Length : 28' -.75" MEMBER SELECTED Steel WF W12x30 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING I SHEAR I LL-DEFL I TL-DEFL ( K ) I ( K /In ^2) I ( K /In ^2) I ( In) I ( In) MAX VALUE I 7.563 I -16.46 I -2.357 I -0.722 I -1.082 % OF ALLOW I n/a I 69 ( 16 I 77 I 96 LOCATION I 28' -0" I 14' -0" ( 28' -0" I 14' -0" I 14' -0" MAXIMUM HANGER FORCES 0 K (LEFT) 0 K (RIGHT) ------------------------------------------------------------ 12.34 In. j Deep ---------------------------------------------------------- 7563 lbs lbs Max. 7563 lbs Max. 2522 lbs DL 2522 lbs DL 5042 lbs LL 5042 lbs LL. 7.6 K 7.6 K General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. �A No��tioA° Cn 4. Bearing across full width of beam is required. 5. structural adequacy of supporting members must be confirmed. �� C9 6. Bearing lengths the required red may be 1 i mi ted b bearing stress on s��grFRED 9, 9 q Y Y g FN��E supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. .Cantilever deflection allowables are based on twice the span length. i I SYSTEM DESIGN: SYSTEM PROFILE N ¢LCY �¢„ g4rns7obkH4rbor rrArt9Acs asros¢e rs a9.UU<4Y1fII 'r'.:ra�u4ei.L a••• mrm.m,w m.Pxw r w.e MSDN il9R.1 emlornrs a n0 OPo-�_OPo ]SC gem wL.sv. ]2L' yg ^ a.LC use A�]q w D¢sv,My n eu.levmcP D svne>ws:v1 w{z)-� fi' wed—.7..,DNe m aid, '�ws a ,r ,om y, ,a• ,am an Is, ,one sn us¢posnno Isoo ou.ISPM>AKK i III�IIISL9 D� _ T <. u ¢s u t,• �u �Y Yet smn: �(it_14LZf.7•,-tm�s 40 aD' 2a- lom s a,r ao• a/z aas e to(.>9___wn n ::IF Fd`� •'1? HI:II. .er ) J w 1 5 4 q ( Ome i ro>w aw ss. �+JSR ( N36(A]W ow e2.GIMC dArmrs(AGNF Os DW.0 U4>-t �0r01[m fir.�D {A rt"enRilp4m�' 8C >.SM>n �'r c eT >bM>n M8 !or, 6/D z.A• AT ass erd¢�>vos s•e¢reed,em Hm>s' .,�nL ua`D�A r'•m I Inm rho S�1 3♦,9D[s r23:nDn¢ �1,3_s nP,e a ,WNO]IION— Y --¢¢P,Q.•TNa-- ,9' �d Bmt 18' ___O,R Bn YL1' taD' 1Wn 8/6 4>9 1y _ IAas,rc tOm 6/9 �Il >7'/] LOCUS MAP sGAec,-->moz >.aYl,>n 21A' ,M" >D$ ,u' 1eTa>n a,�.e• ,n'• a: Ass¢ssoxs NAP sag PAwYt to fraend M rm amu,maaae¢,souN,mm Na mnusowA,aw D ¢oars rs eemw Izw nnoo P 1 e Lr acwti i 9Nd Ga aa.gpa,Y 11W1{f]DDDI 9001 0 iDA„D)dILY L,B9t D-a ?Yti 1 TEST HOLE LOGS - y�o•-rt�mori '�1:11 - [,nyK¢II-OrsrO MKMr.sS s[Trs5 ' bM1�40N U�!.IO 0.i i TRENCH DRAIN DETAIL Prsceue. ahtl vow ZONING SUMMARY a�n.,m.PDtP,.a and lxieynp r / {- vM 1% i �r W e.PDPn va r.t wa,n•,m„ar. ,14im. m�a,d4 sP. 19aR' ` ^ A Grp p,m PW2GTd MMAY D1911DGT Al V ,a.(`. ---__^___- _ wLo e.wme a.Ne oi�p vwt rim,•y 1. - i• ,',� szA �T � � rs .s.rm PVLPr�m�x OWNER OF RECORD �� `�'� �'^�( '�� ``\1 �•J ��1'i 1 x �'uaOr dieWO FMB ae.ro a lui, YMa L t GIN¢AtQ A]O¢EW ' .12 ' \r swuaordrmu w waiunDt vM0 Oxdtlr,D. 018]> 1 t` •,� a - , 1'1,'1 i Al ,�'- 1 ! rer. /ir Ya µ �' _`(_ n......w.,seu,»"'.rroro''`,�.o"'dam aw: APPUCANT: 1 m 27Mwoo soAo ilk WI1R1/�CDDK(MSNI s>auc $ r tr I � � i !r•'mr�-;-. /•.�'- ey. . weri, N i 4 �rm.oPa.e.mwe m'S p ,.�mr om REFERENCES AL• --r mj ' 1 f , 'I' _ Dlan aooc t9see Pas¢zea 1 , Irk O ^r" �,1 > t/ 18c r 3 ameva m v ,W PIAN BDDN 606 PAIL 49 nsARaIDnr[az!'mi,eW Me m ftni B001f]]9 PAfE 9] AL S ` SITE PLAN ClummAQUID, MA # O INDIAN TRAIL rmamam[y q _ ,$17 ` PNEPMm rRl s _ �• �y_, '"- /gqc y ��o ZIEGMONT & MARTHA GUZIKOWSKI A• P' b� -�I3 _p4._� is ._" ` '_-._ =YF`�,_ '/Pfy� `�.- �•66 I MIE: Aut%,s 2ar2a13 -r' 4/J'O d� --� S1c ' 1 ca'aiaP''rmu�ium �-. _� oe:.`i Q MI Nff tl�jMffE7�llC I�wPp,d e��l er9 ' Cente'7ne Rf pitch- lYy 51't 'BY 9p SJ� n� � sal'-m' 8•'IegS uP uemr a:nv.,f wr.oAl n��.ea+ wiz oum A.oww P.G r ,:,wwunPmr yA au>a i If74 roRRsosmrva t F dit 14 LOCUS MAP Wow Nu[m rum le ga— ZONNG SUMMARY zom owwxt U-1 KIMMLIL aaseer M LDY WX Lot MOM mv WK FRONT Wew V.w—w at GE� —tw.—mmiaAa" mmm�y WMT OWNER OF RECORD FM A OMM�CARL r.�M Lot I O.W A-446UN 4 n ol Lot a REFERENCES 5 A-84750 4 ri 01 VM"M l$X4 PAn 283 SAO,A.,Z m! 4"A— ruw MW W PAM 0 ff-bw-246 L ate; 334—o I(. ocr Lot 2 U&A— or, et Pout,9 sa PLAN OF LAND BARNSTABLE (CUMMAOUD), MA FRU�=M ED DORNER AND DR EARL JORDAN TO 0ECEWOM 30�20M BARNSTABLE PWKNG BOARD DA AM-"VAL UVM)W 96W"W cavim LAw a Nor REPAw 26= • ACCORWM WIN RtaemT U UM �41-vW engineering,ino. —0 7 LAND SVRVKYORS r Bk 2.3095 Pg 316 #42670 Locus: 50.1ndian Trail,.Barnstable,Massachusetts 02630 Witness our hands and seals this 1-1t'day of August,2008. Earl F. ord ed.F.Dorner COMMONWEALTH OF MASSACHUSETTS On this day of August,2008,before me,the.undersigned notary public,personally appeared Earl F.Jordan and Fred F.Dorner and_: proved to m Pthrough satisfactory. evidence of identification,which is j ]MA Drivers' License or [ Other,Fj#. Mue , U(— ;to be the persons whose name are signed on the preceding document,and acknowledged'to me they signed it voluntarily for the:stated purpose. Notary Public: My commission,expires: a off; w c tv V- z •c, :� .cam:=s 't 101 Otg� k4y/uBu � BARNSTABLE REGISTRY Of DEEDS 32.Notice Unless otherwise stipulated herein,any notice required to be given in this agreement shall be in writing and shall be deemed to be duly given when delivered to the party entitled to such notice at their address set forth herein. 33.Additional Subject to Buyer obtaining from the Town of Barnstable,prior to closing,the necessary building permit required to Provisions build a single story home in a location suitable to the Buyer. Buyer agrees to use diligent efforts in obtaining said building permit and agrees to close within five(5)days of doing so. Seller agrees to cooperate with buyer's efforts in obtaining said permit, Copies of this agreement containing the signatures of the parties transmitted by email or facsimile shall,for all purposes,be deemed originals. NOTICE: This is a legal do ttment that creates binding obligations. If not understood,consult an attorney. i Cb SELLER: ark L.Scibelli ATE SELLER:Catherine A.Scibelli DATE BU R:/iegmont S. zikowski DATE BUYER:Martha E.Guz owski. DATE l woo'jdwe@1js z -9-ey1jew 8 C8'809 :xe3 i b '888*809 :lei 'yolnnpueS tse3 1b1DUVull Page 6 of 6 P oa a�P!8 me0 LZ w5 PYR ` fate Purchase and Sale Agreement Rev.3-2004 Sul lelaueu�eslAdliawd ��L��o�.d�� u0l5a8 IpJeiaA suoiteaado uoi�aaaotoaala 1HsmO)Ilzn6.3 e44Jew I t.ittc No. Report Sheet No. t Estate No. Owner L I t,l.s--tS �- �� 1k.�,•lt 3 �C.l_�.�� .��J'.-C L.•C:l Sheet No- Description I I Said Estate su iect to k by >> lC 1 Lo (cl LLC.ah&q 1�k(A v Cat-,ko,,,J Lb+ I I —7 1. Mortgage to ,j�(!\ G1Le C;l n�vx 2. Restrictions cr Condidons i I Easements 6,y, • I.L•i 7 j '1 LR�i 4e7 � ) C.Ci L?�" � � � 4. Bankruptcy "tu r �1 5. Attachments �,jL } �� Y ' 3C7 `��•Q��Q �.l �, 11 b. Pam Wails . { 8. Tax Titles n f ISaid Estate Entitled to. ^ L Passageway Rights I I2. Party Wall Rights " I� �I 1 Remarks: IJI IIll1 2� C,�,� . 11 - f{ - IMy examination ends t-fit IC1 0.I Title Examin . L (I fl - Message Page 1 of 1 I k Shea, Sally From: Schlegel, Frank Sent: Thursday, March 20, 2014 11:17 AM To: Shea, Sally Subject: RE: 30 Indian Trail Barnstable Hi Sally, Enclosed are copies of the documents we used for that permit at#30 Indian Trail. The Assessors sent me notice that they were going to use Map 336 Parcel 016.001 for lot#2 shown on the subdivision plan. Apparently, the Assessors didn't create this,parcel when they said they would. I never got to map it through FY13 and GIS is now the official mapping office for the Assessors Maps. I have not received this new parcel record in my database soit looks like they (Assessors) never built the records they indicated in the email from Denise Radley (encl.) I will follow-up on this end to see if I can find out why it never got built/taxed. Thanx, Frank -----Original Message----- From: Shea, Sally Sent: Thursday, March 20, 2014 10:58 AM To: Schlegel, Frank; Barrows, Debi; Karle, Darcy Subject: 30 Indian Trail Barnstable Frank, There is a house being built at 30 Indian Trail in Barnstable (not Osterville) and the contractor was having trouble getting information at Conservation because the address/ parcel was not recognized in the parcel lookup database. The parcel number was approved for this address 336-016-001 for the building permit that was issued in December of last year. Thanks Sally 3/20/2014 TempParcelEdit Page 1;of 1 t 7ME }RE- NtAss. (r r q+ { + t Logged In As: Tuesday,October 29 3013 Frank Schlegel New pa ree Application Center Road System Reports Road System I r I New Parcel Detail New Mapparcel•:, f3 671 016 1 001 � Street Number; 1,30 � Unit: 1 Dev Lot: rLOT 2 Road Name:: INDIAN TRAIL T/.R: Sec. Road: SWALLOW HILL DRIVE T/R: r viillage: 01_._-Barnstable, * � .. Part-of M/P: MAP 336 PARCEL 016 Plan Ref; (6-1 I-7A)(PLBK 606"I?G 26 Date Added': 10129/2013 3.16:54 PM Updated: 10/29/2013 31$54 PM �CJpdate, y Delete� Add Anothe 1 http//issgl2/intranet/prop.data/tempPareelEdit.dspx?ID=Add 10/29/2013 ; o / Or o 0 1.02E Acres H i (Upland = 4,3,757E S.F.) Wetlond = 590E S.F.) Shape Number = 15.4 Ori�ewoy n` h Existing '\ Garoge . dk50 00. W 06 0 N 83105'13" ►y yeti 9 o O � � N 0 160.75' wF#28 W �C4 / F#2A = p l� N 830 yy 5'13` o� Q 00 180.29' w I F I (p — #-3 L 2 w # WF 94.5 Ad, #1 WF � WF AIL AL 1� #10 #9AL Q O 586' = WETLAND �. 1 ~ fI F ALL AL �o � o AL Q Lot 2 6 eo Ai -449IQ!Sµ Ft # WF #8 Q. cµ 1.12:t Acme s+ #7 C (0-14p—W-d-4468OLt SF.) N (Ubtlmd d R== 2f 7292k SF) ytS• #6A 1 F #6B BENCHMuec gyp, ry CoNamm w WF#12 W .rir, � 0 #71 �00 (CaiCUIOtion re Line) _ F F#13 R _ S85:32b2'E' #5 wF #8 #10 ��D N / — — 150.00' WF WF #9 A/7903 g5 i re dint W / — '111b), #14 0�' �125 15 (Cala�latia.j•�0i/ 4 ,sir. — L�3' I . 0 WF r 114.23' #15 #2 o5.0/ / wF S 8152 40"E N79• 20. 251 f By Centerline Of Ditch" ^ FOUNDATION PLOT PLAN 0355 iy �`1 W ^ O _ PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION LOT 2 - 30 INDIAN TRAIL - CUMMAQUID, MA SCALE : 1 " = 40' DATE : APRIL-30-2014 PREPARED FOR: REFERENCE : MAP 336 - PARCEL 16 ZIGMO ,8,��VIA][tTHA - DEED BK. 183649 PG. 283 GUZI R=17.92 I HEREBY CERTIFY THAT THE STRUCTURE �o DANIEL yam , L=3O.23 SHOWN ON THIS PLAN IS LOCATED ON THEA. GROUND AS SHOWN HEREON. off 508-362-4541 fax 508-362-9800 No.4uF.80 .downcape.com ® S`O «l down cape engineering,ins �`q to R� 1� civil engineers land surveyors ---------------- ------ 939 Main street (Rte 6A) REG. LAND SURVEYOR YARMOUTHPORT MA 02675 DATE DCE #13-086