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HomeMy WebLinkAbout0007 BRIDGET'S PATH q C DH 9 -N- CB H 3 MAG O � O . o v LOT 12 40 ° 15. 338 SF+\- 0 . 35 AC+\- cn � 03 � O W � C ,9 A WOOD EXIST. cl', DECK FOUND. 21 32 N EXIST. -Q OVERHANG RES. POR 71�k CH 2 CBDH CB H 9T r1i : w 13 °23 2 °N12 pp' F " A�AM Av H OF 141gS MI HAEL S. C.J L A D O E Cfi i. No. 37560 CERTIFIED FOUNDATION PLANo FESS\0 Q, PREPARED FOR: SPRINKLE HOME IMPROVEMENT, INC. q psu 1\1. LOCUS: 7 BRIDGET ' S PATH, BARNSTABLE, MA DATE: 4/8/15 SCALE: 1 "=30 ' LADUE LAND SURVEYING I HEREBY CERTIFY THAT THE FOUNDATION SHOWN ON MICHAEL S. LADUE, P. L. S. THIS PLAN EXISTS ON THE GROUND AS SHOWN HEREON. 51 CAPTAINS VILLAGE LANE BREWSTER, MA 02631 t c, 508-896-6707 oy- C DH 9 4,,)69 O�S 1. -N- CB H 3 MAG O O J 0 o LOT 12 15, 338 SF+\- 03 0 . 35 AC+\- : W � DECK FOUND. EXIST. Co. N FOUND. 21 � EXIST. -p OVERHANG RES. POR '�A . CH CBDH CB H O d 99 T j ` j3 3 2p Ern `A A F4 OFr14gSS MICHAEL �t S. y� LADUE CERTIFIED FOUNDATION PLAN No. 37560� °F ss\o� PREPARED FOR: SPRINKLE HOME IMPROVEMENT, INC. l� AS^UR. LOCUS: 7 BRIDGET ' S PATH, BARNSTABLE, MA DATE: 4/8/15 SCALE: 1 "=30 ' LADUE LAND SURVEYING I HEREBY CERTIFY THAT THE._FOUNDATION SHOWN ON MICHAEL S. LADUE, P. L. S. THIS PLAN EXIST ON THE GROUND AS SHOWN HEREON. 51 CAPTAINS VILLAGE LANE BREWSTER, MA 02631 508-896-6707 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel (0 Application # 15e Health Division Date Issued Sh I Conservation Division Application Fee Planning Dept. Permit Fee 51 i Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address Br d d w�f pat k rer k,► yi M e, to Village Par IDS 1 . Owner A�Cr l � � B�lddress l Rrl .4f k h , CUl kI VI'lI e Telephone 5 - 2911 1,05s, -05s_ Permit Request ' ,i,uak 4-coo f&o --n r�,f -fte r �'� LU rbnwA ..,�Vc.Q �✓'IT�f La �'de��D Y�'L Square feet: 1 st floor: existing proposed Fv 2nd floor: existing proposed ` O-o Total new. Zoning District Flood Plain .Groundwater Overlay Project Valuation I ®w Construction Type Lot Size (33 �' Grandfathered: WYes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family t* Two Family ❑ Multi-Family (# units) Age of Existing Structure 172 ° Historic House: ❑Yes d-No On Old King's Highway: ❑Yes ENO Basement Type: ❑ Full Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) 'L6'o Number of Baths: Full: existing C new eJL- Half: existing new Number of Bedrooms: existing I new Total Room Count (not including baths): existing new First Floor Roam Count Heat Type and Fuel: ❑ Gas Oil ❑ Electric ❑ Other Jl Central Air: ❑Yes Q�­No Fireplaces: Existing ` New Existing wood cb l stove:-3 Ye&-,�ANo Detached garage: ❑ existing. ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new We_ Attached garage: ❑ existing` ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes dI-No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name dG f z I Telephone Number 90 - 77 S- 1__7 d Address 199 20 r t'&N t, License# CS �luilff VA 0 AW)I Home Improvement Contractor# 1-03-7 Worker's Compensation #NQL WO.700 9 43 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO rn/WA aft G4 i SIGNATURE DATE ' �� Y FOR OFFICIAL USE ONLY 3 APPLICATION# DATE ISSUED _ f _ -wMAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: . FOUNDATION :de. h, Ili FRAME cS� t INSULATION r� F FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ,4 R DATE CLOSED OUT ASSOCIATION PLAN NO. i 4 _ I� 3 .ti Inc wnc/rwrcwcuss" UJ Lrl(fJJul'rLNJ6LLJ Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Aipplicant Information Please Print Lesibly . Name(Business/Organizationdndividuaq: Sprinkle Home Improvement Address- . 199 Barnstable Road city/state/zip: Hyannis, MA 02601 Phone #: 508 775-1778 Ext.10 Are you an employer?Check the appropriate box: Type of project(required): 1.[5[I am a employer with 10-12 4. ❑ 1 am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner listed on the attached sheet. 7. ❑ Remodeling shipand have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' 9 ❑ Building (No workers'comp. insurance comp. insurance.: ng a , 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 11.❑ Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL'. 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no 13.❑ Others employees. [No workers' comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: A.I.M Mutual Insurance Co." Policy#or Self-ins.Ltc #:QQ� \ (l� Po-.)A Expiration Date•��4�_-SL @ kG,Job Site Address: fJ-,AI• tl City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c.152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to.the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce fy under the pains and penalties of perjury that the information provided above is true and correct 11-7 Signature: Date: i r Phone#: 508 775-1778 Lt. 10 QJ)Mal use only. Do not write in this area,to be completed by city or town offkial City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#• { SPRINA OP ID:D: CERTIFICATE OF LIABILITY INSURANCE 7,2123114"NYYY)Jww THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy((es)must be endorsed. if SUBROGATION IS WANED,subject to the terms and Conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endoreemen s. PRODUCER Phone:508-775.6060 MGANMTEAc Bryden&Sullivan Ins Agency _ __—_ 88 Falmouth Road Fax:508-790-1414 PNONE FAX Not: �v Hyannis, l eys.SllanD1 DeA. ullivv ADDRESS: INSURERtS)AFFORDING COVERAGE HAIC Y _ INSURER A:Associated Industries of MA INSURED Sprinkle Home Improvement Inc. INSURER 0: _.. - 199 Samstable Rd M......_ ,.....,....... - Hyannis,MA 02601 INSURER C; INSURER 0: INSURER E: ~�^ INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE;INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. (EXCLUSIONS AND CONDITIONS OF SUCH POUC)ES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. tNSR TYPE OF INSURANCE _.. .._.__ Wucrcvw- POLICY LrR wvo POLICY NUMBER MD E=l LIMITS GENERAL LIABILITY EACH OCCURRENCE S COMMERCIAL GENERAL LIABILITY PREMISES I $ — CLAIMS-MADE r-1 OCCUR AAEO E)P(Any one run) $ PERSONAL Q ADV INJURY S - _ GENERAL AGGREGATE $ GEN'LAGGREGATE LIMIT APPLIES PER:..W PRODUCTS•COMPIOP AGG S POLICY F7 PRO• El LOC S AUTOMCOU LJABILM WERES RMER Mir acgLdgM ANYAUTO BODILY INJURY(Par pwwn) S _. �O AUTOS ED OWNED SCHEDULED BODILY INJURY(Pot scciduni) $ --- NIREDAUiOS AUTOS � PROMFI d DAMAGE S a UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE S _DID RETENTION S S WORIMRS COMPENSATION WC STATU- 01H• AND EMPLOYERS'LIASIM A aNYPROFvuEr�►vARTNERIE�CUTntE YIN WC400700943 01/01/15 01101/16 E.L.EACHACCOENT $ 500,01 OFFtCERIMEMSER EXCL IDEIYI N I A (Mande"In 01) El.DISEASE.EA EMPLOYEE S 500,01 Ryes.deauibounder DES ONOf OPIERATIONSkeW E.L.DISEASE-POUCYUMIT S 500,0i DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attuh ACORD 101.Additional Rarnaft Schedule,It more speco Is required) CERTIFICATE HOLDER CANCELLATION SPRNKHO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Sprinkle Home improvement,Inc ACCORDANCE WITH THE POLICY PROVISIONS.. Fax#508.775.1350 Margo Mack AUTHORIZED REPRESENTATIVE 199 Barnstable Rd. Kelley A.Sullivan tHyannis,MA 02601 ®1998-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Massachusetts'-Depertment,of.PubUc Safety,' Board of-Building Re utations and 9 9 ards • 'Con4rurt.uin supervixuc License:' 190LO�Opg � - W BABLtTS�'ABI.E Expiration.' . Comrnrssi over 10/Q8/ZOr15 . . ' ' .� tcon.aa�eenl'lA1rs�Rpnlrt�s-Re�oraion ;. . . . OtQeeo ov I:NT CatIITRJ►CMR Aeptratronpts; Private Gorporetio SPRil11KI:R kiOM�1111Rg1LME ENTt ING fivTw" Brad SprlNele " - 909arr�[atite.Rds�.; t9ya�±t+ls,r+nAvzsaa • Uaderaeceetary. . Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991tn)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For DPS Licensing information visit; www.Mass.Gov/DPS �rvgbbmdm vow 1WMeOWY AfillbrNO,B to Itht ftm-saw 5179 ll ftW NA OUJIili NO vWW wOOO SWUftre Town of Barnstable Regulatory Services Thomas F.Geller,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038, Fax: 508-790-6230 Property Owner Must Complete and Sign This.Section If Usine A Builder I. I VInF� 'P ,as Owner of the subject property, hereby authorize Sprinkle Home 'Improvement to act on my behalf, in all matters relative to work authorized by this building permit application for: 1GQ a 44-s (Address of Job) ')5 1 Signature:of Owner ..Date Print Name' If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side: C:\UsersldecolGklAppDataU"al\Microsoft\Windows\Tempomry Internet Files\Content.outlook\DDV87AAZ\EXPRESS.doc Revised 072110 � 10 110 MPH EXPOSURE B WIND ZONE ° N -��������NN���^ ��NN���m��NN��N 1.1 ����/����~ /^ WindSpeed(3'onnond gust).........................................................................................................11Dmph VWndExpoauveCotegory----------------------------------------.B *� '11.2 APPLICABILITY Number of Stories --------------------' (Figure ----- Z' stories :�2 stories ^~� Roof Pitch ------------------------- (Figunn1Q) ............................ 7:1& <- 1212 Mean Roof Height .............................................................. (Figure 2)...................................V_ft. %y Building Width, VV ............................................................... (Figure 4).................................. *Z 0 ft. 00' Building Length, L .............................................................. (Figure 4)...................................24_ft. 00' Building Aspect Ratio (L/N) ............................................... (Figure 4)................................. 1. -Z' :!�3.O:1 ~~~~ 1~3 FRAMING CONNECTIONS General compliance with framing connections?.................. (Table 2)------------------.. 2.1 ANCHORAGE TO FOUNDATION Type of Foundation............................................................. (Figure 5).................................�����_---- -Leff- Foundation Anchorage Proprietary Connectors Uplift. ---------,-----------_-' (Table 3)-.-----------U ~IQ p0 *~� Lateral..................................................................... (Table 3)......................................L _plf Shoor-----------------------. (Table 3).....................................S =32<- plf 5/8^ Anchor Bolts Bob Spacing........................................................... (Table 4)--------------- in. Bolt Embedment..................................................... (Figure 5).............................................}_hn. Washer Size '' (Figuno5) '--in.x-I-in. x-Y-Yhn.thick 3.1 FLOORS w� ~ Floor framing member spans checked?.............................. (IRCnrN/FCM).............................................. Maximum Floor Opening Dimension................................... (Figure 6)................................... - ft. !!�12' Maximum Floor Joist SetbacksSupporting ---beorngVVa|enrSheonwmL----- (Figuve7)------------' fL :�d Maximum Cantilevered Floor Joists ' � +� Supporting Lnmdbeahng Walls or5hemnwaU................. (Figure 8)...................................... h- ft. <d FloorBracing otEndwels.................................................... (Figure g)....................................................... Floor Sheathing Type.......................................................... (IROorNFCM)..........................��-ClD'1-- -V- FloorSheathingThiukneoo----------------' (IRCnr -----------'`IL-hn. Floor Sheathing Fastening...................................................(Table 2).................................................. 4~1 WALLS Wall Height | Loadbnarng Walls........................................................ (Figure 1CA................................. ft. iO' Walls ................................................ (Figure 1O)----------'J^<_ft. 07 Wall Stud Spacing............................................................... (Figure 1O)........................../UP_in.524^ o.c. Wall Story Offsets ............................................................... (Figures 7-B................................ to in. U � 4.2 EXTERIOR WALLS Wood Studs ' Loadbearng Walls................................................... .... (Table 5).....................2x (D - ft. in. Walls ................................................ (Table 5).....................2x-!I-_'_q .fi_ in. ------------------------------ ������.... ��� AK8ER|CA0 POREST& PAPER ASSOCIATION -a. Bracing Gable End Walls WSP Attic Floor Length................................................. (Figure 11)............................... ft. >W/3 ✓ Gypsum Ceiling Length................................................. (Figure 11).......................:..... - ft. >_0.9W Double Top Plate Splice Length ...................................... (Figure 13) Splice Connection (no. of 16d common nails) .............. (Table 6)................................................... Loadbearing Wall Connections Uplift. (proprietary connectors ........ (Table 7) ..................U = /0�5 lb. Lateral (no.of 16d common nails) ................................ (Table 7)................................................ Z ✓ Non-Loadbearing Wall Connections Uplift. (proprietary connectors)...................................... Table 8 = Lateral (no. of 16d common nails) ................................ (Table 8)................................................ 2 Wall Openings ✓ Header Spans............................................................... (Table 9).........................5 ft._in.<_ 11' Sill Plate Spans............................................................. (Table 9) ft._in.<_ 12' ✓ ......................... Full Height Studs(no. of studs)..................................... (Table 9).................................................3 ✓ Connections at each end of header or sill Uplift. (proprietary connectors)............................... (Table 9) $3/ lb. Lateral (proprietary connectors) ............................. (Table 9)............................................39t& Ib. �✓ Wall Sheathing Minimum Building Dimension, W SheathingType...................................................... (Table 10).......................................... Edge Nail Spacing.................................................. (Table 10).. ..................................... in. ✓ FieldNail Spacing................................................... (Table 10)......................................... I'' in. Shear Connection (no. of 16d common nails)........ (Table 10).................................................. Vol Hold Down Capacity............................................... (Table 10)..........................................`tzo lb. Percent Full-Height Sheathing................................ (Table 10)............................................39 Maximum Building Dimension, L SheathingType...................................................... (Table 11).......................................... CD Edge Nail Spacing (Table 11) C in. ✓ Field Nail Spacing................................................... (Table 11)....................................... ??- in. ✓ Shear Connection (no. of 16d common nails)........ (Table 11)................................................ 3 ✓ Hold Down Capacity............................................... (Table 11)..........................................13G.* lb. Percent Full-Height Sheathing................................ (Table 11)............................................Z� 1/6 Wall Cladding Ratedfor Wind Speed?......................................................................................................................... ✓ 5.1 ROOFS Roof framing member spans checked?............................... (IRC or WFCM).................... ✓ RoofOverhang.................................................................... (Figure 19).......................... I,S�ft. <_2'or U3 ✓ Truss, I-Joist, or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift. ...................................................................... (Table 12)...................................U =2C*5 lb. ✓ Lateral..................................................................... (Table 12)....................................L=L [o lb. ✓ Shear...................................................................... (Table 12)...................................S=_�'? lb. �✓ Ridge Strap Connections-Tension ................................... (Table 13)....................................T=17L_plf Gable Rafter Outlooker....................................................... (Figure 20).................... - ft. ft.<_2'or U2 ✓ Outlooker Connections at Non-Loadbearing Walls Proprietary Connectors Uplift. ...................................................................... (Table 14)...................................U = lb. Lateral..................................................................... (Table 14)....................................L= I Y,/ lb. Roof Sheathing Type .......................................................... (IRC or WFCM).......................... C>�­ ✓ Roof Sheathing Thickness........................................... ........�in.>_3/8"wsp ✓ ........ ............................... Roof.Sheathing Fastening................................................... (Table 2):................................................. AMERICAN WOOD COUNCIL Town of B arnstable Regulatory Sen- ces ,;Rxsr1A^.R Thomas F. Gei]ar; Directar RAs Bruld' Divisiob ThoniasPerry; CBO, Buil din g C nEr 200 Main Strme , Hyannis;MA 02601 , : ,� ww,Q.town.barnstable.ma.us - - O icE: 508-862-4038 Fax: 508-790-6230- -PLA-N REVIEW. .Owner. Map/Parcel: . ��o/ `03 , 1 o P2.0ject-Addres's BMC.CTI.3 Bti lder: Th,e lollowing-items were toted-on reviewing: _ �PCG 9M fZ'EQ `z�� O `�S tat lL1 fs�kgy f�y O u.w W PFK N on CJE zy T—7cl dotAss? r ..X)2141Y....r'4 /4)�sor's map and lot number 4 7 TH E WS Sewage Permit number ................... ...................... ATE MUST at ........... 0 - IN ALLIED IN COMPLIANCE 13ARISTAXLE, A WITH ARTICLE 11 STATE House number ......................... ..... ...L...................... WiTARY CODE AND ToWly OM PENLATIO TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ...C C T e.kA, 7....... ........................................................... ..................... TYPE OF CONSTRUCTION .......WPOD.......FRA(-\.V........................................................................................ ..................... ...............19...29 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit accord n"g to -the- following information: Location .....Ln.-r.... ......... .... ....................................................... ProposedUse rle*.$.) Dk-.!�. .AAI .................................................................................................................................... Zoning District .... ...............................Fire District ........ Name of Owner .................. .Address ......uko!�. [At?l R......................................... - Nameof Builder ......5m.1.7.! .............Address ................. ................................................................... Nameof Architect ..............................................................Address ................................................................................ Numberof Rooms ......5........................................................Foundation ....QA ...... ..................... Exierior ...................................Roofing ......... ................ Flooirs ..Interior ........I ............................................... Heating .....FR)0,....b.y ...................................Plumbing ........\.. ........ .............................................. . ... . Fireplace .....�k-,A F.................................................................Approximate Cost .......;jf.!:>Izo ............................. ....... 214, Definitive Plan Approved by Planning Board ------------------------------19--------- Area ........ . ...................... Diagram of Lot and Building with Dimensions Fee ........... .7 '.......................... - s' SUBJECT TO APPROVAL OF BOARD OF HEALTH IV6 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ............................. # Smith, James K. P ' i -- 269"86 1 1/2 story - .. Permit for single family dwelling ...................::.......................................................... • - 7 Bridget's Path Location ................................................................ Centerville .............................................................................._ Owner James K. Smith , ................................................................. Type of Construction frame • - ti T ............... ............. ............ #12 Plot ......................... .. Lot ................................ Permit Granted :....:.January..22:..........19 79 Date of Inspection ...:1 ' - ..�....�l � ..............19 a , Date Completed ......................................19 a PERMIT REFUSED y ................................................................ 19 — i ............................................................................... . P ............................................................................... - ............................................................................... - Approved ............:. .: ................. i ................................................ , J<c Assessor's map and lot number �........ %THE Py Sewage Permit number ........................................................ Z 139H39TADLE, i House number ............................ .. .......�........................ :.....: ' rasa Apo,t63q. 9� 'FOMPyd\ TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..��:C T C'�t �j l4.I ,�;t; 1 1C ......................................................... TYPE OF CONSTRUCTION ......I.Q�P F E,�N.. ............................................:................................:........... .....................!.l 19.. i TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ..... .D' '....!. ::........ R..I, C-�,E..T...= ...��' �T...k .. ... ............................................... ProposedUse S I ..!.. . .................................................................................................................................... i Zoning District ... ...............................Fire District .....C;),`;a i;,E.,i2 R.Q. LLF N1 `.a 1� Name of Owner ............................:....��.l...i..!A....................Address ...��„��,,t1.���....i �'�',�,..�:......................................... Nameof Builder .................................�.....:...............................Address .................................................................................... Name of Architect ..........Address '�"'" Number of Rooms ....... ........................................................Foundation ... ........ C Exterior ....I...-. ..................................................................Roofng .........A .......Z.,. ................ Floors .... ...........................................Interior Heating ..... :....1.�.�0.....(a)AA......................................Plumbing ........�....�� ��C�;+t. ........................................ E.O..... ... ............. ............ Fireplace ......�4.................................................................Approximate Cost ....... ........................ 1 A q 'Definitive Plan Approved by Planning Board -----------_-------------------19--------. Area ......... ..r'��%' Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ......:;v- ................... • -" �C°':y\.ice`.y 'a._.�- ,' '�•h.+{+..G_.� i Smith, James K,. . A=I89~I03 ~ ^ ^ , � »= I I/2 No --..— ��.Permit for -------�����.— � single family dwelling ' -------------.--.---_-----.. ^ �Location -----? Bri ��. 'a--Pa—tb ----''....�� .— -- ' Centerville ` --------^------^----------- ' ',p" of Construction" ^ ' � "". � ^ � Permit Gronte� 9 Date of Inspection . ^ � PER T REFUSED - ......................... g - .......... ... . ....... ...---- � . . —'—'Y.... . ----------' ' � ------------------~--.----... � ---------~^—^^--~—~--~~—'--- Approved __...______-------. 19 � --------------^^----'—^----'' � ----------~^----------^~^^—'' ` TOWN OF BARNSTABLB Permit No. _______20986 1 �wn.n a Building Inspector cash -____-- �° OCCUPANCY PERMIT Bond x_—__-- No building nor structure shall be erected,-and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to James K. Smith Address Barnstable lot #12 7 Bridget's Path, Centerville Wiring Inspector Inspection date ' Plumbing inspector Inspection date Gas Inspector Inspection date Engineering Departme Inspection date 779 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. ......................_................._......�, 19_�. ...................................................._........_......_.......__.. Building Inspector r' Ames ay ASSESSOR'S MAP: 169 GENERAL NOTES: PARCEL: 103 s s bed.Mi// o REFERENCE: PL. BK. 324 PG. 73 j 1. VERTICAL DATUM: Assumed Road 2. MUNICIPAL WATER I_AVAILABLE. ama /c, c FLOOD ZONE: C Town of Barnstable �0 3. SCHEDULE 40 PVC PIPE TO BE USED THROUGHOUT SYSTEM T #25500010015 C (8/19/85) UNLESS OTHERWISE NOTED. LOCUS 4. ALL PRECAST UNITS TO CONFORM TO AASHTO: H-10 E 5. PIPE PITCH-1/4" PER FOOT UNLESS OTHERWISE NOTED. . g° N2.1 �� 6. ALL CONSTRUCTION DETAILS TO BE IN CONFORMANCE WITH MA Route 28 0o N 1 150 00 t n moo ENVIR. CODE(TITLE V)AND LOCAL REGULATIONS. Lot 12 a ,i P CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO LOCUS MAP N.T.S. 15,338±S.F. o~ CONSTRUCTION. �00 0.35±AC. o LEG EN D: Map 169 PROPOSED CONTOUR �Q r Parcel 103 Existing 10 9 1° 91 PROPOSED SPOT GRADE Tank to Remain' o �� 40 - EXISTING CONTOUR Qom. cp s �°p� fo dJoO ✓ - 30.23— "EXISTING SPOT GRADE TEST PIT EXISTING WATER SERVICE CL^ �0 O.H.W o X o WORK LIMIT LINE NOTE: Failed Leach Pi 1�to be /� ( 1 1 OI .. Cp .:..... � 10FMAgs pumped and backfille P��HOF�'ASs _ � 9° J 24 _ �o + ��, a� �� TERRY s� co oz AMY tiN � � � � o ANN N �o O 42 ,o VON E No.NE "-',� " WARNER. N \ �. �� Y ?9 26r 22' 100 ��' - �S` v ,q #lo6$ a 38721 Q. F ti ems+ 25, T 1 1� ti `5 9 sgc�s�tia , v AL�y 0 10 Off' 9 o sQ, J \ �•i Jo \ Y_ 99.71 SW �' NOTE: This plan is to be used for septic �� N �9 �. --- — \ __ / system purposes only and is not to be O 20 considered a property line survey. \ q \ J A� °2°�0. 7 B R I DG ET'S PATH, BARNSTABLE, li/IA ° , N P VH \ PREPARED FOR: Douglas Brown, Inc. associates N \ ,►� and \ \ Q w '�✓25~\ ��°� �k4u 1�, i SEP�CSr STE 247 Nancy J. Tomoney \ 320 ch,M Road `\ 9 \O <y8\ �R=3�i �0 \ 9� ! Sandwich, Samuel R. Fedele 508.833.0041 P.O. Box 652 % \ Benchmark set:\ MA 02601 S�,r,,,,ng by: Hyannis, -U9 \ Top of Water Shutoff TenyA. Warner.P.L.S. ELI.= 98.94(Assumed) Hach"MAR 2645 DATE REVISED" SCALE SHEET N0. Scale: 1°= 20' \ --- \ a (505) 4=- 09 03/05/08 1" = 20 1 of 2 L _ i — PROPOSED ADDITION BRIDGET'S PATH CENTERVILLE, MAEVIE�RD % $QSMOKE QE ECTORS R e , � rB' �r - — — — — — — — — 3`l��lJ STATE ,�ULri(^t �, UuHR ;; THE u>�:�� Div� ar MARCH 1, 2015 ve6PL"lV�F=. 4 _.r,_{:!l.�f{S f'OR 7HSt.�INITIRE LWELI�i, O WHEN , 3P dSrA?'_E BUILDIf`'�DEPT. DATE 1 • O;VF_�ati4i✓RE' L�,E 'iNia vu:tiF:>r,=Ais1".i1 i?RCReAT_0; ,-.,— �„ _ u�rG ;;�,,�r; �1j �r. . r� �:� Tip - �Yrt,;;, ;t - SCALE '/a" — 1' FIRE DEPARTMENT DATE INSTAL.LKION OF �10K'E DiiTEt,.TIM THE ELECTIRIQk BOTH$10NATUP, S ARw RlQUIRED FOR PERMITTING PERL'UT DOES NOT SKI-!'S 1.T;Hi; SHEET 1 .OF 7 � t v i n S _ • _ • E t -cam — .' � - s T•i _ r=is — 4F F F i . .77fl 1 _ j 7' , I L E .__ � �.r.-_•� � ass.,. ���..— t E - z _ ,. .< <_... r_ ..__ram.- z --�_.:•`--r r- -��'• - - _. ht INNES ' _ CIVIL a U• C rU I } { No. 4.93 Ala - - �SS/O N P,L i ECG .. - ��•'�}. � S-,._� '�"F vi' �,`lam .,. � t`�� - " . . t ' - PROPOSED ADDITION 9 BRIDGET'S PATH CENTERVILLE, MA MARCH 1, 2015 SCALE '/4" = 1' ' SHEET 2 OF 7 • • ill vo zT AM NlAcINNE ; • E R - =r ! LL r� CIVIL u + * o. 41323SSION z q l C 4 PROPOSED ADDITION 9 BRIDGET'S PATH CENTERVILLE, MA MARCH 1, 2015 ` SCALE 1/4" = 1' - SHEET OF 7 N y Lp j f e � f �a` � Y it f;, -� ✓ _ - _ . L ( _ v , SHAWN r MACINNE CIVIL . 41328 IONAL E a _ PROPOSED ADDITION 9 BRIDGET'S PATH * CENTERVILLE, MA MARCH 1 2015 I r 20 SCALE '/a" = 1' SHEET 4 OF 7 out �lv.s, I f� � ��� �'�"� ' G F SH i C C> ( MAcINNES S o7: r, - x II " CIVIL 'G' '0. 413 < C�STER����_ f OVA L ENG - PROPOSED ADDITION 9 BRIDGET'S PATH • CENTERVILLE, MA MARCH 1, 2015 t R SCALE 1/4" = 1' ` ,')(6-, SHEET 5 OF 7 j UG �K 6, Tt =J� i_ - ���Z'S P., 1Z A-4'72 is I t 1 - :I � , ►_ Lsfi`, i LAP L- i%T s- ? Si, �'A �`` �� � - k i�. �.! E. �• ;- i ', { i.d _. i '!.I �Sia P�;�.�'4t@�L.P' � 1".�s� :f�-�.. It,i.,t'l ,a II �'• i SS � i 1 � 4.�� �Qp � rF Z -A ` �� Ir j, a�P�t� a . C ` M K _ 0. rr L C y1 {{ ,4 C�.. OC w Sii-bS'� sa LSr/ { v f t j ,I t9 � E� I ! ! I ` i• I � -" i` �! `,___�_ 2x6 Save SiR�p `'J.� Get= c+i�>ti C/`� gSiib�rlo�v •� • --------------------- I + ice,<,r�i •N c S F� WN — MAcli1NES � o: n{. Cil-C?S S �T i 1NI ! 1 CIVIL _ 0. 413 �t G STER FS•S/UNAL ENG\ PROPOSED ADDITION . ; 9 BRIDGET'S PATH • p CENTERVILLE, MA MARCH 1, 2015 SCALE /4 = 1 SHEET 6 OF 7 .. S�p'h.f�c ? Lv�' Ve t�,t T ------------ - 3. - • r _ 3 t'oa E I _ �3_ d i 3" '� __ - _ _ f Z -! _ § � r ��`•, `� 1��'��� Win:..[E�1.�C-�i f G E _ �� �, Feb. 4 •lot= I _ _ 47 F �l • _ Jo. 413^8 c GIs FISTF _ SION �w PROPOSED ADDITION i 9 BRIDGET'S' PATH ' .TYPICAL NOTES: - CENTERVILLE, MA 1.. 110 MPH Exposure B WCFM guidelines to be followed straps, nailing, rafter clips, - tie.downs, uplifts, etc. MARCH 1, 2015 2. Blocking°and connections shall be provided at panel edges perpendicular to floor i SCALE IA = 1' framing members in first two joist spaces and shall be spaced at a maximum 4 feet �- on.center. 3. Simpson LSTA 18 Uplift Strap 32" O.C. ' SHEET 7 OF 7 4. Bottom plate to frame shear connection LSTA 18 Uplift Strap 32" O.C. •- 5. Full height sheathing to be installed where possible. Otherwise interior horizontal 2x4 blocking to be used on al. g I;horizontal sheathing seams. 6. Simp son LSTA,A 24 Ridge Straps on ever. rafter.16 O.C. 7. 8. Structural engineer/designer to perform framing inspection when framing is complete and prior to enclosure by interior wall plaster board/finish. - µ 9. Contractor shall schedule and protect from weather all existing house components -and interiors during constructions and construct temporary structures/enclosures as may be necessary to ensure such protection. - - 10.Contractor shall site inspect all existing vs. proposed conditions prior to and during gk , construction and notify designer of all discrepancies and/or changes that may be encountered. ., - 11.Contractor shall construct and maintain temporary walls /shoring etc. to maintain/protect existing house and structural integrity of existing house. BASEMENT NOTES: 12.Contractor shall inspect/verify all existing vs. pro posed conditions prior to and during construction and make adjustments as necessary to insure compliance with design a i 1. Main foundation walls to be 8" poured conc.on 10"x20" strip footing. Provide 2@#4 cram horizontal bars continuous in strip footing w/ keyway. Provide 5/8" x 7" galvanized parameters as work progresses. - � � 1 . steel anchor bolts with 3"x3"x1/4" plate washers to be installed in bottom plate at, every 36" and 6"-12" from end plates, and Simpson SSP (or equal) steel strap lapped under sill plate in accordance with WFCM. 2. All structural steel columns to be 3 '/2" concrete filled lally columns to extend to _ footing below. Provide 6"x6"x5/8" cap plate and.7"x12"x3/4" base plate w/ 2 —3/" diam. bolts. Footings to be 36"x36"x12" square concrete w/ 3 #4 bars each way. r i 3. Concrete slab to be 4" poured concrete on compacted fill Cut joints along walls and beam column lines. { 4. Double floor joists under all parallel partitions. i 5. Contractor shall ensure that all foundation walls maintain 4'-0" minimum cover. 6. Contractor totprovide basement ventilation as required by code (windows or �- ' aHAWN <� mechanical) ) IMACINNEs 7. Contractor shall not.scale drawing for dimensions. Any missing, incorrect or CIVIL . 413_ questionable dimensions not brought to the attention of the designer become the ;Q 1 responsibility of the contractor. SIpNAL EN i 7i .�. `f_ o i{iii . SRPT, aO , 9 78 PPUL MURRAY .Slit5P£CTOR F - �� .-�. ELEV. .LOAM, AN h f �. ll SU/SSO/L PROP ;J WATER j/ a4 60 MEDIUM SANb e /.2 LINE ANO 41$.g7 r?&.9V4L r lie ELEV. 5.5 0,4 a� Z ' NCB (AJATER E1VC0UN7-ERCb . AVAILA06E 4� � ��tS ES�c-�VE,..,-...•.. O• ,ram €` cAt - P/r /g s 1104E . M/nJ/n4 G/n-;' /3 U/LD�nrG S ETC3 4C ��-�U/��i -�FivT SC,4 L — � F/2�iv T _/ 5i DE _ T E-.4 Tom' Ply O -7�10 SE D E3E-D2oo.MS SE P T/C 5 y5 TAM CONS 772 UC T/ON SHA z-z- c:.y on/Fo/ZA4 TO 'MA SS 3 0 GALi pa y C-�/v/�on/MG- vTL6L Coop T/rz-6 JZ L L--,4 C,4-/ 2,4 TE G --A �2EvISE 7 -/ 77 �'` BARNCTAt? . 1� G T E�ICN.�1 �E.4 7- ' 0, - .yEA LTN TZ�GUL;4 7/ O oP af' - 0 /S L E 4C.t� Ak�v A , v2 O O /�I A nl/!OL E Cd✓E,� To Z-:X 7-E 1D -rO pL.Q✓/O C/S Co O ,a2G✓�n/T /n/G�, YV/ TN//V /" OF F/n//S�-/E-,D GlZ,i DE, i 1 �TowE • } ( CO vs, �� Aj , 3•.A41AJ 4'I D/A. n/ATFAz ri6ldr 4 4 DIA /Q'L C.C�L /-/ Pirc,�/ I �-OW L./NE Min/ OiTGf/ _'� _ � I 1 ��4../FOOT /�"MiN 141, %4`/foot �Z Mini r�i rc fi , 0/T , n, I ' -Y_ MiN �4"/SOOT ' o�OC� ! WASL/E�. 1 000 _ /ivv�zr � i i f 5 Tc�ti/E ; //vVEeT I CA PA c/ T l ��/�T. G ELEV• A .lo <lNATrl' 7-!G/-17-) /N!/EeT' L j. 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