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HomeMy WebLinkAbout0052 WINDLASS LANE 7 Wtr Pit 'It gy 4k, V, A'S I t 7 t %44* ,,. 1� �, "7 - .", "11 t, It Joll I A � — A �ffDl yp v.3�, ;E f �4� TO- 'VeR)1,. Mv F.Ak U4 9 MUM it gm A�V, '41, Hum EST 1 wN KE Np" 0 N R �Ito v YR.! WRIN 11 'Ilk"M gc, VI rr,. RiAn RN W 'M 0 M ,W 45 f POP NP ""1 1,v-­R� — � QZ W q MASS— 'tit 01 R4 �4 qin� -1 vg, NIF 110 Ez Wl�?ItliPkeil %U t7QWS�,WIA 1 _9. x! TP A 46 iRArAfa 5 RU y"j", A �7q C­ 7.1 RZ & Wr IN RM (,,f?T4AA M will 45 1 1 I'm WIT ,jut .1,.......... r S Town of BarnstableBuilding rl •,,ray,„±;..+ ar •,� 4 „ „' ' • PostwThis:CardSo That rt�s Visible&Fromthe5treet A' roved`Plans Mustbe Retained onJbb�andthis Card M"ust beKe9 t . _ enrtiv�rwtus >.�� PP a3 , Y P� ,► M" Posted;Until Final Inspection Has Been 1Vlade �' ate` s Y, .' ,,.� :..::;.. .�.` ;arc'.' ,�.y;,:.,: ,>,,;. �, „, ��'. .._� ul er l� ' Where a Gertificateof Occupancy:;is"Requ�red,such"Buldmg'shall Not be Occupietlwnt�la'Final I'nspectionhasnbeen made Permit No. B-18-1653 Applicant Name: Dana Pickup Approvals Date Issued: 06/08/2018 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 12/08/2018 Foundation: Location: 52 WINDLASS LANE,CENTERVILLE Map/Lot 192 078 Zoning District: RC - Sheathing: Owner on Record: WALLACE,ANNA M t Coritractor'Name DANA J PICKUP Framing: 1 Address: 52 WINDLASS LANE Contractor License CS 095228 2 CENTERVILLE, MA 02632 "" Est "OroJect Cost: $7,000.00 Chimney: Description: roof strip, reroof Permit Fey: $35.70 Insulation: Project Review Req: i s Fee Paid $35.70 � $ Date : 6/8/2018 Final: � s ., � ;, — •vi Plumbing/Gas Rough Plumbing: _. �. 62 Building Official Final Plumbing: a: This permit shall be deemed abandoned and invalid unless the work authorized bythis permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved appl cation and the approved construction documents for�which this permit has been granted. All construction,alterations and changes of use of any building and str`ucturesshallibe in compliance with the local zoning by laws and codes.- Final Gas: This permit shall be displayed in a location clearly visible from access street�or�road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. . ' 1 � � Electrical The Certificate of Occupancy will not be issued until all applicable signtures`by the Bwlaing aid Fire Service:Oe Minimum of Five Call Inspections Required for All Construction Work: t ` 1.Foundation or Footing ; Rough: 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persrns contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable MASS" 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-184653 Date Recieved: 5/23/2018 `b\ Job Location: 52 WINDLASS LANE,CENTERVILLE - Permit For: Building-Siding/Windows/Roof/Doors Contractor's Name: DANA J PICKUP State Lic. No: CS-095228 Address: Fairhaven, MA 02719 Applicant Phone: (508) 997-1111 (Home)Owner's Name: WALLACE,ANNA M Phone: (508)743-5723 (Home)Owner's Address: 52 WINDLASS LANE, CENTERVILLE,MA 02632 Work Description: roof strip, reroof Total Value Of Work To Be Performed: $7,000.00 Structure Size: .0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest.that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. , I hereby certify that I am the owner of the property which'is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specif cations. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Dana Pickup 5/23/2018 (508)997-1111 'Applicant - Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost': $7,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $35.70 5/23/2018 $35.70 €XXXX-XXXX-XXXX-j Credit Card 1508 ................ .............................................. ..... ... ................................. Total Permit Fee Paid: $35.70 FW mow , 'TI3YIN() P # IT f f �a lae -D o e 6 - C7 PP Town of Barnstable 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit PP g Application No: TB-17-1468 Date Recieved: 5/12/2017 _ `` -,n Job Location: 52 WINDLASS LANE,CENTERVILLE � Permit For: Building-Solar Panel-Residential Contractor's Name: GREGG LACASSE State Lic. No: CS-10361? � Address:. Mattapoisett, MA 02739 Applicant Phone: (508)291-0007 (Home)Owner's Name: WALLACE,ANNA M Phone: (508)790-9429 (Home)Owner's Address: 52 WINDLASS LANE, CENTERVILLE,MA 02632 Work Description: Install 4.56kW solar panels on roof.Will not exceed roof panel,but will add 6"to roof height. 16 total panels. . Total Value Of Work To Be Performed: $1,000.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing,a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed-and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on.the submitted plans and specifications. All information contained within is true'and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Gregg Lacasse 5/12/2017 (508)291-0007 Applicant Date, Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost: $1,000.00 Date Paid Amount Paid Check Nor CC# Pay Type Total Permit Fee: $85.00 ..................................................................................................... .............................................,.........................................................................................................:....................,.......... Total Permit Fee Paid: $0.00 OP'a, y � i oFTM� . The Town of Barnstable • sArrMARL.e. , 1MAM 659. Department of Health Safety and Environmental Services �EONa�� Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner SHED REGISTRATION Location of shed(address) Q44 P erty owner's name Telephone number ,x / o Size of Shed t 4Sige Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? V Conservation Commission(signature required) THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg wY Lo 7 I � t v Q � ; 4,r'/Z ll � /zz_ /0 ' LoT ' /3 CERTIFIED PLOT PLAN LOCATION ;�EA157� Z �'G-%�' ?''✓!�GC� SCALE . . / ;.30 ... DATE PLAN REFERENCE Z '�/Z ED Af 1J. KELLEY No. 2G100 0 A O I CERTIFY THAT THE ''Sn'vG �'rsip��l�L ppy SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE TOWN OF l.S"l�fGE WHEN CONSTRUCTED. DATE ✓L I'7i„ ��/��I✓G�'�� ��7/U/t�c icy .r' ✓�iJJ�'%.''.�-G_, �`..6'e=.���.ti REGISTERED LAND SURVE, R I; Engineering Dept. (3rd floor) Map qZ = Parcel / , Permit# House# `,�Z �°- Date Issue v -® Board of Health 3rd floor -(8:15 -9:30/1:00.-4:30) Fee c� Conservation Office(4th floor)(8:30-9:30/1:00-i.00) C Planning Dept.(1st floor/School Admin. Bldg.) SEPTIC S UST BE Definitive Plan Approved by Planning Board 19 IN ST LANCE TOWN OF BARNSTABLLN��®°� ®E AND TOWN RE ATIONS Building Permit Application Project Street Address W d tD L. Pr 5 S Z_ iq N F ( Z, 0* 12 4or��z Village a✓14t_t IF Owner :o.,C_K +14 P N f�- W 1+L Address 5 2- p SS Z 4/✓T Telephone S© 9 7%D CJ`�} `— 01 / Permit Request 120 A G, Y A 4 �iF' � Ol'1 �f} �X i`��t i✓C� 34 First Floor. square feet Second Floor square feet Contraction Type W O d� F (L a r►r "Estimated Project Cost $ 0 0 0 Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure _3 'J12S Historic House ❑Yes *No On Old King's Highway ❑Yes ❑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 No.of Bedrooms: Existing New Larage: m Count(not ' eluding baths): Existing New First Floor Room Count and Fuel: Gas ❑Oil ❑Electric ❑Other r ❑Yes 0 No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Detached(size) Other Detached Structures: ❑Pool(size) Attached(size) ❑Barn(size) None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes No If yes, site plan review# - Current Use Proposed Use G r?e y Builder Information /j Name 3 az G o o c M n: S Pr�.e ep one Number 4/3 7 � 3 29-j 9 r-- I Address 3 0 f—�02 rz s fi Cb ru License# 0 S? 9 S 6' FI CAD a Home Improvement Contractor##r©rc�s7 Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �6, S��l3Li� Yq--1v Q i SIGNATURE SPC DATE - ._ (7 Z BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY PERMIT NO. ` DATE ISSUED t MAP/PARCEL NO. ADDRESS i VILLAGE r • i OWNER - a: DATE OF INSPECTION:' FOUNDATION FRAMELo ZIr' INSULATION• D ' f FIREPLACE ELECTRICAL: ROUGH FINAL ' PLUMBING: %-GH 3 FINAL 1- GAS: I ( GHQ ` FINAL FINAL BUILDING; :° , f=c DATE CLOSED OUT `a J t ,t �i,. , ASSOCIATION PL•AM-NO. , TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION ZA ase print.TE JOB LOCATION _2, Number Street address Section of town "HOMEOWNER" 1n( ri �J.)P��i1C C) -cl kl L21 r Name Home phone Work phone \ _ fir• PRESENT MAILING ADDRESS City town State Zip code The current exemption for "homeowners" was extended to include owner-occuni dwellings of six units or less and to allow such homeowners to engage an in dividual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person (s)• who owns a parcel of land on which he/she resides or intends to r side, on which there is, or is intended to be, a one or two family dwelling attached or detached structures accessory to such use and/or farm structure A person who constructs more than one home in a two-year period shall not b: considered a homeowner. Such "homeowner" shall submit to the Building Offi: on a form acceptable to the Building Official, that he/she shall be resnons: for all such work performed under the building permit. (Section 109. 1. 1) The undersigned "homeowner" assumes responsibility for compliance with the Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirement and that he/she will compl ith said procedures and requirements. HOMEOWNER'S SIGNATURE AO APPROVAL OF BUILDING OF CIAL Note: Three family dwellings 35 , 000 cubic feet, or larger, will be required to comply with State Building Code Section 127. 0, Construction Control. 1 i 7 v i I i v N v to r a� T'/Z \\ I I /0 i i CERTI FI ED PLOT PLAN LOCATION Q/IP✓VS>h'13L �CC.?! YIGGC� i SCALE . . / s. 30 ... DATE .c�'8 17 �. . PLAN REFERENCE LoT' '�'/L AZ 'KELLEY } No. 2u100 1 CERTIFY THAT THE eX.ISn'IG i✓DA7-jo�c/ �i •v SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE TOWN OF �3 ?�!S7�IPGE WHEN CONSTRUCTED. DATE .�L-'�•�v -S'TflivL�— ��7iTia�v�'� .�.-�',ry�J�••r�L`�'r',.�<�•,�.r, REGISTERED LAND SURVE/41R i a • I 17, ����1 � GENERAL ROOF TRUSS DATA SHEET THESE NOTES ARE IN ADDITION TO TEE NOTES THAT APPEAR ON EACH OF THE INDIVMUAL TRUSS DRAWINGS. FURNISH A COPY OF THIS SHEET TO THE ERECTION CONTRACTOR The following trusses were designed/reviewed by M-'Tek Industries, Inc. based on irfcrmation provided by specified taws fabricator. All infcrmation on the truss drawings should be reviewed by the overall building designer/engineer to insure proper building codes and project requirements have been complied with before fabrication. Design is based substantially on TPI and NDS standards in effect on the dated specified on the drawing. Erection, Handling, safety Precautions, Temporary or Permanent Bracing of trusses are not the responsibility of the Truss Designer, Metal Connector Plate manufacturer or the Truss Manufacturer and therefore are not a part-of these engineered drawings. Trusses are designed as individual components. All lateral bracing specified on these truss drawings is intended to provide lateral restraint for individual truss members only. The design, amount and proper installation of additional permanent bracing is the sole responsibility of the designer of the complete structure. Adequate temporary bracing is the sole responsibility of the truss erector. Competent professional advice should always be obtained relative to truss bracing, erection requirements and connections. see HIB-91. The top chord shall be laterally supported with properly attached sheathing, unless noted otherwise. The bottom chord shall be laterally supported with properly attached continuous lateral bracing at 10'-0- --1-- intervals, unless noted otherwise. ® Denotes location of continuous lateral bracing designed by others. Provisions for adequate drainage should be met on all trusses with any top chords slopes less than a 1/12. All cor-iector plates are 20-9a. M20 plates ap';14 ed on both faces, centered and oriented so that the seeond plate :'mension is parallel to the truss chord, unless noted otherwise. All connector plates mist be manufactured by MiTek Industries, Inc. or its auxiliaries: Gang-Nail, Hy r Air t , or ane_ Clip Connector Plate Code Approvals: BOCA 86-93, 85-75,91-28; HVD/rHA TCB 17.08; ICBO 1591, 1329, 4922; SBC:: 87206,96217,9190; W-SC/DZZIM 870040-N, 930013-N, 910080-N. The drilling of holes, notching, cutting or removing any e:oss sectional area of any truss member, unless noted otherwise, will POZD the clawing. The effect of lateral thrust (force) and horzontal movement on the supports of scissors type trusses is not a consideration of this design. The designer and/or builder of the structure must give due consideration to the lateral thrust and horizontal movement created by scissors trusses in the design and construction of adequate truss supports. Neither the truss designer, metal plate manufacturer nor the truss fabricator assumes any responsibility for the design and tr construction of the uss supports. Professional advice should be obtained relative the strength, construction and design of the truss supports. Truss to bearing connection to be designed by others. Trusses should be inspected prior to and after erection to insure their structural integrity. Trusses should be inspected for plate embedment, damage to the lumber !cracks, breaks, crushing, etc.), bow, variation from plumb etc.. For a full list of guidelines see HIB-91 and QS-86. All gable type (non-structural) trusses are to have all vertical studs exceeding 8'-0- in height L-braced to provide lateral restraint. In addition, all these type trusses are not designed for wind exposure to the gable face, unless noted otherwise. Trusses requiring the usage of -a cap (piggyback) truss are to .be field spliced together where the base truss meets the cap truss with 2x4x48"12 scabs on one face only and fastened with 6-10D nails each half, unless noted otherwise on the individual truss drawing. There is a :minimum of two scabs required for each truss-cap combination. Pain W. .� M Inc.MiTek industries, A ,�,3=6 Dwe.## MM sna+-oo:-so=ors f z, STANDARD GABLE END DETAIL I FORM#SGFA03-032394 w=sPEED 90 wu..amity wAtL.mmwr OF so FF TRsuszs�24•ac CON1:PLYWOOD SHEATHIIG 4x4 1:4 of Zs7 typ. 12 VARIES TO COMMON TRUSS AS MBRACirIG A A 3xS CONTINUOUS BEARING =3xs SPLICE OPT. DM WALL SPAN TO MATCH COM[MoN TRUSS *-DENOTES DIAGONAL OR L-BRACING REFER TO TABLE BELOW. LATERAL,SRACIIG NAILING SCHEDULE TYPICAL 214 L-BRACE NAILED TO VOLT.HEIGHT 0 NALiS @ END VERTICAL S UD WJ 10d MAU 60 da VERTICAL STUD UP TO T4r• 2.16d ') Ila 74••jr 3• 3.16d SECTION A-A OVER 8%r 4.t6d I j MAXIMUM VERTICAL STUD HEIGHY ISP.4CMG OF VEMCAU WMiOtTT BRACE WITHIAMLALBRos=1 WITH L.BRACT: ' 12INCH O.C. 3.2-0 0 7-2-7 I 54-7 I IE WCH O.C. 2.11 2 6.3-0 4.9-8 2-" 5-I-12 3.114 NOTE 1. VERTICALS HAVE BEEN CHECKED FOR 90 MPH WOW LOAQ L FURNISH A COPY OF THIS DRAWING TO M CGNTRACTOR btFAN WALL HEIGHT OF JV.AND L 240 DM CRIIVJA. PGRBRACING IKSrALLATION. 2. CONNED ION BETWEEN BOTTOM CHORD OF GABLE END 4. BRACING SHOWN IS FOR AN INDIVIDUAL TRUSS ONLY. TRUSS AND WALL.TO BE PROVIDED BY THE PROJECT ENCIL CONSULTTHE 2100 ENGR.OR ARCFIITECT Yop.TEmRARY ORARCHrMCT. AND PERMAKENT'BRACING OFTM ROOFSYSTEM MINI&UM LUMBER GRADE DESIGN CRRFRIA T.c 20 w.2 SYP ANSMI 1-19" r� B.c 2z4 w.2 SYP NDS 1"t PJIW.W WEBS 294 STUD SPF SSBC 91 �' LOAM PSF SPACING 240OL � RR=Ru � STRESS INCR. IM _ 0 TCDL RD•STRESS YES BCLL 00 DRAWN BY. DIR BCDL to Job I russ I cuss 1 ype Uty Fly 14621 R T01 SCISSORS 14 1 ^ - s un i e n us nes,Inc. ThuSep age -0;4-0 6-2-8 12-0-0 + 17-9-8 24-0-0 24,-4-0 0-4-0 6-2-8 5-9-8 5-9-8 . 6-2-8 0-4-0 44_ 10.00 FIT D T 2 Sx6i� W2 W2 5x6,�\ C E 4 o 5x8= B � . 3x6� J . H , 3x6� r� 2x411 2x411 ri 6 5.00 FiT o 6-2-8 12-0-0 17-9-8 24-0-0 6-2-8 5-9-8 5-9-8 6-2-8 Plate 011sets - - - - - - - - - - LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.99 Vert(LL) -0.18 1 >999 M20 197/190 TCDL 10.0 Lumber Increase 1.15 BC 0.74 Vert(TL) -0.32 I-J >891 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.35 F n/a BCDL 10.0 Code BOCA/ANSI95 Min Length/LL deft=240 Weight:91 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-10-7 on center bracing. WEBS 2 X 4 SPF No.3 REACTIONS(lb/size) B=1224/0-3-8,F=1224/0-3-8 Max Horz B=499(load case 2) Max UpliftB=-312(load case 4),F=312(load case 4) FORCES(lb) TOP CHORD A-B=6,B-C=-2577,C-D=1775,D-E=1775,E-F=-2577,F-G=6 BOT CHORD B-J=2106,I-J=2104,H-1=2104,F-H=2106 WEBS D-1=1813,C-J=120,E-H=120,C-I=-580,E-I=-580 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,100 mi from hurricane oceanline,on a condition I enclosed building,of dimensions 45 It by 24 It with exposure C ASCE 7-93 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)All plates are M20 plates unless otherwise indicated. 5)Bearing at joint(s)B, F considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 312 lb uplift at joint B and 312 lb uplift at joint F. .7)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard } I I 7- I � v �o N .� N v d LoT-4�/Z 33 4- _ CERTIFIED PLOY PLAN LOCATION SCALE . . / ..,30 .... DATE PLAN REFERENCE ao o� E VW# r v KEL LEY No. 26100 '�`GtSTEvN . �`�$� I CERTIFY THAT THE L ` q d SHOWN ON THIS PLAN IS LOCATED ON THE GROUND "De AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE TOWN OF l3!q? S?9?3GE WHEN CONSTRUCTED. DATE ; /7/99'5'�'ry, REGISTERED LAND SURVEY R Assessor's office(1st Floor): rid B C SYSTEM FAUET BE Assessor's map and lot number '� � e , 55TALLED IN COMPLIANCE `�Q •� Conservation - ���� TITLE 5 0 Board of Health(3rd floor): A . c Sewage Permit number = © ENVIRONMENTAL CODE AND = sea'�rancc 'L Engineering Department(3rd floor): 02 TOE ��` UL A IONS °° '�9. House number �� Definitive Plan Approved by:Planning Board L 19 . APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF. BAR ABLE BUILDING I SPECTOR r / APPLICATION FOR PERMIT TO 9-S-' 0 A O ^-,-q—> TYPE OF CONSTRUCTION _ C) Q � f� /irt -Q 19 _ TO THE INSPECTOR OF BUILDINGS: The under ned hereby applies for a permit according to the fo IlSp,ing information: vv _ Location \.—O A-K Proposed Use a S N c e N. C. e- Zoning District i Fire District 2N�e�' v .�\ ^ �S�cIt V Name of Owner Address Name of Builder e_ `C. A \e- Address �� �� Ce r l Name of Architect A/ Address Number of Rooms �d Foundation ®V C'e 0�O Exterior �-� w �- S h �� e Roofing ft S 10 fit\�q, T i \ Floors W ti Interior �� S �-"� yo Heating `'\^ �" Plumbing 0) Q V(--- Fireplace \ \y�. Q C� Approximate Cost OO O Area �/�,'2 4f Diagram of Lot and Building with Dimensions FaA o N ` O 1� OCCUPANCY PERMITS REQI1IRED FOR NJW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable re arding the abo constr ction. Name / Construction Supervisor's License O O I STANLEY, D3AN F. Q 2� No Ups b 4 y 5 Permit For 1; Story Single Family Dwelling Location Lot #12 , 52 Windlass Lane Centerville Owner'-.Dean F. Stanley Type of Construction Frame Plot Lot Permit Granted February 22, 19 94 Date of Inspection 19 Date Completed G 19 ,,TM�>, TOWN OF BARNSTABLE Permit No. 3649,5....... BUILDING DEPARTMENT I TOWN OFFICE BUILDING Cash � Ml 659• HYANNIS.MASS.02601 Bond �*............ CERTIFICATE OF USE AND OCCUPANCY Issued to Dean F. Stanlev Address l Windlass Large lot #12 USE GROUP FIRE GRADING OCCUPANCY LOAD 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. ...... ..June..16.......... 19 94............. `............. Building inspecto TOWN OF BARNSTABLE, MASSACHUSETTS BW PER. MIT ft=192-078 I DATE �C u 1, 19 E PRM41T NO NQ 36495 Jr APPLICANT a- ADDRESS TT 4 (No.) (STREET �jCl ICONT. 'S LICE'�'SE) 1�- PERMIT TO ui—id I STORY kgy -a 1, 1 y D w e I I _j NUMBER OF DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) AT (LOCATION) Lot #12, 52 Windless Lane, Centerville ZONING RD-! DISTR (NO.) (STREET) C BETWEEN AND (CROSS STREET) (CROSS STREET) SUBDIVISION LOT BLOCK LID T SIZE BUILDING IS TO BE —FT. WIDE BY FT, LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: Sewage #94-50 Bond AREA OR 1612 sq. Ft. 97, 000.00 PERMIT VOLUME (CUBIC/SCUARE FEET) ESTIMATED COSTS FEE S129.00 OWNER Dean F. Stanley C.apt. jah Road, Centerviile BUILDING DEPT ADORES BY : " bhNtzALIANRO E COIqI)IT 10-9­1 OF ANY �P;Zl�A�LE SUBDIVISION RESTRICTIONS. ONS.MINIMUM OF THREE CALL -APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(READY TO LATH). 3. FINAL INSPECTION BEFORE FINAL INSPECTION HAS BEEN MADE. OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I I Ao 1j 6 & c 2 2 2 7 �,vA,c a/( / HEA INSPECTION APPROVA(S EN EERING DEPARTMENT 7 BOARD OF HEAfT F� ,OTHER SIT N REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT *W!LL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED.THE VARIOULIS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION, PERMIT iS ISSUED AS NOTED ABOVE. NOTIFICATION. r Q Z • a WQ FP 1� I Uill�111 FRONT ELEVATION ul o REAR ELEVATION 0o BATH BEDROOM L'-BA TH r t7 p KITCHEN DINING o pG x N W GARAGE FAMILY RM. BEDROOM BEDROOMLi x L_J — 4 IA III JU CZ 4 — LIVING RM. fi i BEDROOM x Z q N OO a STORAGE I -------- S"tEJ uU"PE R• 1 -- _-_:::------- -- ---- = --� Q� FIRST FLOOR PLAN SECOND FLOOR. PLAN FILE NAME' 9?35A1 ... ... ). ,. _ .. 1.0 4 O f , Ai .24 ..5 - 14.4 34- 2 IS 6. I I 01 . i s; I } , eo o` I a12 nLCK 4a1 l.lY II in slR'ic.tn cul�r¢oCK:: I .I FMnILY RCO J _ f>IN\N . .. KITCHsN ! �f°I _r iF o' 508.428.6191 t I ! Qi �Ustom c_L.. I. 9 esi ns rn copyngnt®f99J All Ri n[3 I ' Zs Z• .�—�_ R I I r op' -. .• .. { bA aas,-� .(,1VINC3 ROG/vl -j J I p, FMSTEFc-WIT: 1 �> VI� �, �•r\..�. � Ya°� nl LU 120• 1 0O Ap I 40 dp' DO IO'0' �•O 4.6 . ..... I Et0_ .... .. ..� �I { ITO �1 -"• -- - � xo` 2 c FIV5T FLCOP,PLA1� Pr eUmrnary, plans and layouts by DC D arc for the use of [neu customers only qny O[ner use it s[ncry pron'b""', •rrry✓L yIhY...•ir.fl/.t•cu Mrr.: ....._ ... .. ....... ... .. Is.O I u ij KEYSr)CONr..FT4..4B'M-UI.L— I J FIIJ�GN 41Q nC) O 4S O 4'tWA.CC-X.SLAP, 0� SCREE D.tE � ,o rI51�3 r 8.428,61 } r- r -r- •-r-- - -�-}--- N Csevl i n .Z 0 2ti2°.i°TNK.WNC. s.F04Sa'0 �Ustom r wrAR TlLL V COMC.PLLM IALLv COL. 0 o esigns f0; r y �, copyrlgnt�^,1993 S _ - ., 9 O m� All R, ht s ; l°FTq•P2OJ•CJ°iNK.)ALL SIDES —J .__« Reserved T V4 l J Sb'O LO J PDU,4f)ATION PJIN Z ' e ZI c: Prel—ndry plans and layouts by OC O.are(Or the use of their customers only.Any other use is St fIC tly PrOhib'l a " .rwr �cs..un•cc»•nr ,. } ? � GEA STt - �RS- _ PLC\`/Oo f7 \a SOtSTs K Stjw5uL ZtO 0 N IT ===Ll 'S'F:�'_7 (0 N ,A I I I i OFM 92OF! PRINTED ON 920H CHARPRINT VELLUM 1-' TEL: (508) 775-1576 775-2204 WILLIAM E. CROWELL, JR. FAX: 15081 790-0309 ATTORNEY AT LAW 49 ELM STREET HYANNIS,MASSACHUSETTS 02601 February 11, 1994 Building Inspector Town of Barnstable Town Office Building Hyannis, MA .02601 RE: Lot 12, Windlass Lane Centerville, MA Dear Sir: Please be advised that I examined the record title to the aforesaid lot which was conveyed from Charles F. Stanley et ux to Magna K. Engdahl by deed dated January 4, 1972, duly recorded with Barnstable County Registry of Deeds in Book 1593, Page 165. This lot was conveyed to Ingeborg Frederiks by deed dated January 11, 1985, which deed was recorded with Barnstable County Registry of Deeds in Book 4380, Page 312, therefore, at the time of purchase by Dean F. Stanley this lot has remained single ownership from 1978 to date of purchase, in Very truly yours, William E. towell, Jr. WEC/vi I < ks � r. y.• �:.. , j, ', ,< �, 'F'. .. ,P 1 vf'15.. -!pr'r F +i � < f ;_�p{,,,�, ' � ` • 1, v • � 3'- trn,,,.,, .n',Aw.. ... �, ,.*"y,✓�,` {rz.4";/-s,.'+' ',�.r'f� .< ,. ; .'tit .rR ���'� r .,,!✓ t: /. � .. 1', �. NF t'. .:. � n.. �1 �.4 'y y M ^ • � '�T]JJ i.4, b. ,+ ., •:J..• • •' .. h✓w,4'4�++R d�., 'f"Td:[i3T'41CJIlEy .:K,:-..., 'i .. � 1' .. , 'lr^1' • _ 'b', . ��'•�• -$ 'R - '+�•i�!! .v ►I ,.1 .1!r/,ny,•ra...-.-»......_._.. ..omv„",_.,..� _.,..� ,f '.7T'�"'- .. r , }', ♦ r -ri r ' , •T r - I •r {r , .. .. y. r ,.p � / .• ,',.,.. � I {. w �i .♦ � ,,.., 0 dob. ,_•�-R_.,,w._ .>- .. - �.w.�•►r,v....__..,-t.v _..--.__...... r_.:.._w....•,wr _+•M_+r,r►-..e..._+ _•'��.�'•'.vr -. " , > , , I ,At r `.. �, ✓-•: '; I ., . .. t. ""`�.,'✓'T", � ..j. 'r.. .. -. '.,,..��.,�._. � ♦,-♦•r.wa•,rr_.•,r•- ...A.._ .._. 1 t � Ol `) .� � '+ H , nl �, , ,F^ ( ? 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