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'4%,il I , i , F ,�,�" -,�, ,t,�;41, �Y� 1; !uv.l�#,,cA��,t?4,zt�,%"4""ilj..��,1!��,4,.,i"w&oeml��",,�d'a""��:,h',"'L .,�, 4";, , I OR , a. � 111�lt _1 I..... 1'� il 1�,;,..,,11 , �� I*a4l 419A Al" . 1. - 11, .......... � ��;",���*�,'����,i�'.1�."�'ll",� , '�, , � '11 �,� , 1,04?W kl�';'..,,�11 I , , .1 - , , :tl�,�,�-,' " "��:".-` � iiiiiiiiiiiiiii _�41, ,!1'11�11�',44 Town of Barnstable ��IlIldIl7� e e Post This Card So ng ' That it is Visible From the Street'-Approved Plans Must be Retained on Job and this Card Must bi Kept MAS& Posted Until Final Inspection Has Been Made. wt Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until.a final Inspection-has been made. reirme Permit No. B-20-2318 Applicant Name: Jason Stoots Approvals Date Issued: 09/03/2020 Current Use: Structure Permit Type: Building-Solar Panel-Residential Expiration Date: 03/03/2021 Foundation: Location: 61 RENDEZVOUS LANE,BARNSTABLE r Map/Lot: 279-026 Z.o�ning District: RF-1 Sheathing: Owner on Record: COGGESHALL,TIMOTHY ESTATE OF ET AL Contractor Name: `.JASON D STOOTS Framing: 1 Address: 61 RENDEZVOUS LANE Contractor License: CS-090293 2 BARNSTABLE, MA 02630 Est. Project Cost: $54,700.00 Chimney: Description: Solar PV Project, 13.68kW,38 modules, roof mounted,flush Permit Fee: $328.97 mounted,grid tied Insulation: Fee Paid; $328.97 Project Review Req: Date: 9/3/2020 Final: Plumbing/Gas Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by thins permifis commenced within six months after issuan icial Final Plumbing: All work authorized by this permit shall conform to the approved application and thekapproved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Rough 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. I I J Final Gas: are provided on this permit. The Certificate of Occupancy will not be issued until all applicable signatures by the Building-and-Fire-Officials p p Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing ' Service: 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue 1fini 4 ng is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Final: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Rough: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: w r� .� Town of Barnstable Buflding BARN3iABLE. Post This Card So That it is Visible From the Street'-Approved Plans Must be Retained on Job and this Card Must be Kept - � : - MAS& Posted Until Final Inspection Has Been Made. # Yermit Sass rtfi` Where a Certificate of Occupancy is Required,such Building shall Not'be Occupied until a Final Inspection has been made. Permit No. B-20-1860 Applicant Name: brian burbic Approvals Date Issued: 08/07/2020 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 02/07/2021 Foundation: Location: 61 RENDEZVOUS LANE,BARNSTABLE Map/Lot: 279-026 Zoning District: RF-1 Sheathing: Owner on Record: COGGESHALL,TIMOTHY ESTATE OF ET AL Contractor Name: BRIAN BURBIC Framing: 1 Address: 61 RENDEZVOUS LANE Contractor License: 174645 2 BARNSTABLE, MA 02630 Est. Project Cost: $500,000.00 Chimney: Description: renovate kitchen, entryway,master suite,2 additional bathrooms, Permit Fee: $2,600.00 new windows and doors,add screen room Insulation: Fee Paid. $2.600.00 Project Review Req: :D Dater 8/7/2020 Final: Plumbing/Gas Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is-commenced within six months after is11usuan ici Final Plumbing: All work authorized by this permit shall conform to the approved application and the�approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Rough 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. Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Building-and-Fire-Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Service: 2.Sheathing Inspection Rough: 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 S.Prior to Covering Structural Members(Frame Inspection) Final: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Rough: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department �� All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Town of Barnstable � ,.maw+. Building -* .. :.. Pos"t-.This Card So.Jhat.�t�sV�sible From tfieStreet A "roved Plans;Must be Retained onJoband#his Card Must be Kept ; �ARStTCA�I.E. ,<,.. • 9 M' Postetl UntilFinal Iris ectionHasrBeenMatle ' , ', - ; to 9, ° Where a:.Cert fiesta`®f Ou ane%'is>Re usrecl such=Buslden :shall dVotbe;Occu sad:untsl a Final lnspection�has been made,, Permit . Permit No. B-20-484 Applicant Name: Dean Fraser Approvals Date Issued: 03/10/2020 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 09/10/2020 Foundation: Location: 61 RENDEZVOUS LANE, BARNSTABLE Map/Lot 279 026 Zoning District: RF-1 Sheathing: Owner on Record: COGGESHALL,TIMOTHY ESTATE OF ET AL Coritractor,Nam`e Fraser Construction Company Inc. Framing: 1 Address: 61 RENDEZVOUS LANE Contractor Lit ense 19'4747 2 BARNSTABLE, MA 02630 Est Project Cost: $7,265.00 Chimney: Description: remove and replace 12sq shingles and 8sq of white cedar�sidiing Permit;Fee: $37.05 i Insulation: Project Review Re Fee Paid<� $37.05 ro i q ' x Date 3/10/2020 Final: D *x �r--_ Plumbing/Gas P 2 V�L Rough Plumbing: rc . s, .Building Official 5 i,. P Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by�th s permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved appl ation and the"approved construction documents for which.this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and str:,"uctures'shalI be incompliance with the local zoning by laws,and codes. This permit shall be displayed in a location clearly visible from access street of road and shall be maintained open for public inspection for the entire duration of the Final Gas: I � work until the completion of the same. i. x Electrical 77 The Certificate of Occupancy will not be issued until all applicable signatures b #e Bu y' ilding and Fi%,Offcials are provided on this permit. Minimum of Five Call inspections Required for All Construction Work Service: 1.Foundation or Footing 2.Sheathing Inspection * ' _„ Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons 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 All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT .0 nrL � Final: ,Q Town of Barnstable e - m Building t _Post This this Card So That rt.tsVisible'From`the Street Approved`Plans Must be Retained on Joband ,Card Must be,Kept M; BA]T.�TfT['A6LE. • � �,zr M` Poste,'d Untal'Finallnspectio n Has:Been Mader ;Where a�Certificate;o Permit f Occupancy",es Requsred such Bueldeng shallNotRbeOecupaed untel a Final=Inspection has been made -s Permit No. B-19-3332 Applicant Name: Michael McMahon Approvals Date Issued: 10/08/2019 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 04/08/2020 Foundation: Location: 61 RENDEZVOUS LANE, BARNSTABLE Map/Lot: 279-026 Zoning District: RF-1 Sheathing: Owner on Record: COGGESHALL,TIMOTHY ESTATE OF ET AL. ContractorNarne: ,MICHAEL T MCMAHON Framing: 1 Address: 61 RENDEZVOUS LANE Contractor,License: CS-068111 2 BARNSTABLE, MA 02630 Est Project Cost: $2,362.00 Chimney: Description: Weatherization,air sealing,weather stripping,and insulation Permit Fee: $85.00 Insulation: Project Review Req: Fee Paid: $85.00 Date. 10/8/2019 Final: z Plumbing/Gas Rough Plumbing: x Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzed by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application end the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structuresshall b`e in compliance with the local zoning by la�nis and codes. 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 Final Gas: work until the completion of the same. � y Electrical The Certificate of Occupancy will not be issued until all applicable signatures_by the Building and Fire btticials a eprovided on this permit. Minimum of Five Call Inspections Required for All Construction Work:,, _ Service: A.Foundation or Footing 2.Sheathing Inspection � :; g Rough: 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 Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. Map Parcel Application # � Health Division Date Issued lzono OilConservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved;by Planning Board . Historic- OKH _ Preservation / Hyannis Project Street Address ��C' f�iZ7_Voys Z, T, Village Owner L Address Telephone Permit Request f 6m A0 / V. Square feet: 1 st floor: existing ADD proposed aab 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation NO Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family, Two Family ❑ Multi-Family (# units) Age of Existing Structure 100Ars Historic House: ❑Yes ari�o On Old King's Highway: Comes ❑ No Basement Type: ❑ Full Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) n Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: , existing a new Total Room Count (not including baths): existing A= new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other� t Central Air: ❑Yes U No Fireplaces: Existing New Existing wood/coal stove: ❑Yes &No Detached garage: ❑ existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use N S APPLICANT INFORMATIONr.j CD a (BUILDER OR HOMEOWNER) Name �� S�VI 46S Telephone Number w, Address LA -2A License # 0 Home Improvement Contractor#, 1 0 2�"o1 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY `APPLICATION# DATE ISSUED MAP/PARCEL NO. IDDRESS _ + VILLAGE - OWNER DATE OF INSPECTION: ; FOUNDATION 7f08�o�iec�t�aC • i FRAME �' `I INSULATION j- -� - FIREPLACE . f ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH - )FINAL FINAL BUILDING ` DATE CLOSED OUT ASSOCIATION PLAN NO. + r ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE-AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) 1 Applicant Name: (,� ' Site Address: , S*Ulo (-JaeA Town: ����M4 pp A licant Phone: 11)141-Applicant Signature: Date of Application: 6,;7W00 NEW CONSTRUCTIO (choodMNE of the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAXIMUM' MINIMUM Ceiling or Slab Basement ption 1: Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value Wall R-Value AFIJE HSPF SEER R-Value R-Value I and Depth National Appliance Energy 35 R-38 R-19 R-19 R-10 R-10, Conservation Act(NAECA)of 4 ft. 1987 as amended,minimums or realer ns applicable Note: This form is not required if you choose either of the two versions of REScheck as.listed below. ❑ Option 2: I REScheck Version 4.1.2 or later variant software analysis must-be completed (780 CMR 6107.3.2 REScheck-Web which can be accessed at http://www.energ ccodes.gov/rescheeld [tIITIONS.6�'.ATERATIONSTO' gXISTING.BUILDIN'GS'OVFR 5.YEA.RS OLD* ings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Grossall & Ceiling Area equals Formula: (100 x b_a) SF ► - 100 x IT ofo _ d5 % of glazing (b) Glazing area equals. 5 b a If lazing isl-.40%tse".the-chart below. if.glaziri is>:40 % proceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Ceiling and Wall Floor Basement Wall Slab Perimeter Fenestration Exposed floors R-Value U-factor R-Value 4;;RValue R-value R-Value and De tli39 R-37 a -13 , R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not compressed over exterior walls, and including any access openings). ❑ SCJNROOM-An addition or alteration to an existing building/dwelling unit where the total glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note:. Owner to fill out Consumer Information Form (found in Appendix 120T) t i g 's 9 AWC Guide to Wood Construction izz High Wind Areas: 110 zzzph Whirl Zozze Massachusetts Checklist for Comp'.liance (7s0 Ci11R 5301.2.1.1)' Ll Check - Compliance 1.1 SCOPE h Wind Speed (3-sec. gust).................................................................. ................................................ 110 mph Wind Exposure Category.................................................................. ..................:...................... .......... ....... ...B Wind Exposure Category................Ergineering Required For Entire Project .......................................0 1.2 APPLICABILITY Number of Stories(a roof which exceecs 8 in 12 slope shall be considered a story) 64, stories 5 2 stories RoofPitch ..............................:............................................(Fig 2 MeanRoof Height ..............................................................(Fig 2).................................................. ft 5 33' �L BuildingWidth,W ...............................................................(Fig 3).................................................ft 5 80' y Building Length, L ..............................................................(Fig 3).................................................C-Wft.5 80' V Building Aspect Ratio(L/W) ...............................................(Fig 4)................................................. Er <-3:1 r/ z �� �� Nominal Height of Tallest Opening ...................................(Fig 4)................................................ 5 6-8"-�%-� _tz 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...................................................................5.�r. `{J....C .... ................... @/ ConcreteMasonry .................................................................... ............................................................... 2.2 ANCHORAGE TO FOUNDATION" 5/8"Anchor Bolts:imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only�Q BoltSpacing-general ..........................................(Table 4)....................................... .. �'c� in. Bolt Spacing from end/joint of plate .............................(Fig 5)..................:................. . —in. :56"-12" L Bolt Embedment-concrete.........................................(Fig 5)................................................. e in.>7" 9f� Bolt Embedment-masonry....................................... .(Fig 5)............ ............................... in.>_15" PlateWasher................................................................(Fig 5)............................................._>3"x 3"x'/4" 3.1 FLOORS 4 Floor framing member spans checked ............10..............(per 780 CMR Cfl pter 55)................................... ..:,. Maximum Floor Opening Dimension............:.J ..:;z;.......(Fig 6)........... ...........X..............._ft_ 12 r✓ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... 1/ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.4)M ......(Fig 7)...................................................._ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall PAX......(Fig 8)........... ................................_ft _<d I 7 Floor Bracing at Endwalls.................................................. .(Fig 9)........4 D'.... �............ ......... ............ Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)-'�¢..'L ..Au&Q 4 l✓ Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)........................�in. l/ Floor Sheathing Fastening..................................................(Table 2)..B_d nails at in edge/k in field v 4.1 WALLS Wall Height sr Loadbearing walls........................ (Fig 10 and Table 5).......................... ft 5 10' Non-Loadbearing walls.................................................(Fig 10 and Table 5)......................... `h 5 20, Wall Stud Spacing ............... : .... ...:.............................(Fig 10 and Table 5)...................�in.:5 24"o.c. -L- Wall Story Offsets ................ ... ............................... ...(Figs 7&8)_......X.............................._ft _<d 1/ 4.2 EXTERIOR WALLS' Wood Studs 2 Loadbearing walls........................................................(Table�)...............................2x _, Z ft in. Non-Loadbearing walls.................................................(Table 5)..............................2x ft in. Gable End Wall Bracing' tt pp Full Height Endwall Studs...!�.I.b..... � ( v1 (�g . ...............(Fig 10}....................�..':�:........................:....... WSP Attic Floor Length................................................(Fig 11).............................................` ft>W/3 'Gypsum Ceiling Length if WSP no-' used ...................(Fig 11 ft>_0.9W and 2_x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)............................................................. or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length :�.�-Q/:..................(Fig 13 and Table 6 ft G/ Pg )................... ........... ...._ Splice Connection (no. of 16d common nails)..............(Table 6).........................................................— i A H,C Guide to Wood.ConstiwtioN in High I Vhid Are s: 110 fjzph Wind Zo'rze Massachusetts Checklist for Compliance (780 CN R 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)............. ....................................... U Non-Loadbearing Wall Connections t/ Lateral(no.of 16d common nails)................................(Table 8)............... ....................................... Jo� Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9)................�..................�ft�in.5 11' J Sill Plate Spans ........................................................(Table 9)................ .................�ft 10kjn.5 11' y Full Height Studs (no.of studs)....................................(Table 9)................ ...............................7......- (� Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)................ ................. ft/O in.5 12' Sill Plate Spans...........................................................(Table 9).................................._;L ft_&?in.5 12" Fula v Exterior)Wall Sheathing Height Studs (no. to ResistU lift and Shear Simultaneous) 9) P Y Minimum Building Dimension, W Nominal Height of Tallest Opening2 .................................... �<6'8" 1.1/ Sheathing Type..............................................(note 4).. -7�.. ..5rUXAt ........ Wik1� Edge Nail Spacing.........................................(Table 10 or note 4 if less)...................... in. Field Nail Spacing..........................................(Table 10)............... .................................,4jK in. �L Shear Connection(no.of 16d common nails)(Table 10)........................................................ � 1� Percent Full-Height Sheathing...................:...(Table 10)................................................... 5%Additional Sheathing for Wall with Opening> 6'8"(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest O enin z .............. �6'8" Sheathing Spacing e.. •.........................................(Table 11 or note 4 �:�.............. P 9 ...................... . .... . ... ... .. 9 YP ( ) tA) Edge Nail Mess)........................ Field Nail Spacing.......................................:..(Table 11)................................................. in. c/ )......,:. ..................................... - Shear Connection(no. of 16d common nails)(Table 11).............. Percent Full-Height Sheathing .................. ......................................t A,.% y 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Wall Cladding Rated for Wind Speed?................... Q ............................................................ 5.1 ROOFS t l Roof framing member spans checked?.......lf�...........(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ..............(Figure 19) .............A41 ft s smaller of 2'or U3 41— Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors ! Uplift................................................(Table 12)...... I/ :...........�.....................�.�U=�plf Lateral.............................................(Table 12).......... ........�.....................4...L= plf Shear............................:.......:..........(Table 12).......... ........!.....................L..S=,�plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)........................../,..T=4tA�plf Gable Rake,Outlooker.............Mk.....................(Figure 20) ............. ft 5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors li Uplift................................................(Table 14)...................i........................U=�j lb. 1/ Lateral( of 16d common nails)...(Table 14).................. - ........L- Ib. C/ Roof Sheathing Thickness .................................(per 780 CMR Chapters 58 arld 59) ............ SheathingRoof YP g ............................ ........... ...................................:...... Ain. >-7/16"WSP t/ Roof SheathingFastening u 9........................�.(,,...........(Table 2)........�,.....�.�,��-........,&G:r �.... Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in,2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following!metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. h 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. i a oF1HEr Town of Barnstable Regulatory Services RARNMBI'$ Thomas F.Geiler,Director i639. ��� . ArEo�a Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I W A K " , as Owner of the p P subject property L ]� hereby authorize S�6`�/� V x/ 1-v to act on my behalf, in all matters relative to work authorized by this building permit application for: a (Address of Job) Signature of Owner VW D to Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. oFs Tom, Town of Barnstable , " Regulatory Services ` Thomas F.Geiler,Director seaxszear.e. '_ Mess. 039. ��� Building Division prEo �a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 %ww.t n.barnstable.ma.us Office: S08-862-4038 Fax: 508-790-6230 HOMEOWNER LI ENSE EXEMPTION Please Tint DATE: JOB LOCATION: number street j village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include of er-occu ie dwelhn s of six units or less and to allow homeowners to engage an individual for hire who does not pos ess a lied e,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNE Person(s)who owns a parcel of land on'which he/she resides or intends to esi ,f on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures access) to uch use and/or farm structures. A person who constructs more than one home in a two-year period shall not b onsdered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to Building Official,that he/she shall be responsible for all such`woik performed under the building Rem-ft.(Secti 1 9-1.1) The undersigned"homeowner"assumes responsibility for compliance th the I to Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the own of Barn ble Building Department a 11 minimum inspection procedures and requirements and that comply p y w.it Ihs id procedures and requirements. Signature of Homeowner I Approval of Building Official Note: _Three-family dwellings containing 35 00 cubic feet or larger will be require to comply with the State Building Code Section 127.0 Construction C trol. HO WNER'S EXEMPTION The Code states that: "Any homeowner perfo g work for which a building permit is required shall be exempt from the provisions of this section(Section 109.]..,1-Licensing of constnrctio Supervisors);provided that'if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemptio unaware that they are assuming the responsibilities of a supervisor(see Appendix Q. Rules&Regulations for Licensing Construction Su sors,Section 2.15) This lack of awareness often results in serious roblems,particularly when the homeowner hires unlicensed persons. In�iis case,our Board cannot proceed against the unlicensed person as it would Woth a licensed Supervisor. The homeowner acting as Supervisof is ultimately responsible. A To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a formlcertification for use in your community. f I TOWN OF BABNSTABLB REPORT SII*L.DMDNTABY/CONTINUATI BPOBT NAME ( r FIRST, MIDDLE) DIVISIONl NPT of(e t NOTE DETAILS i SSERVATIONS—ITEMIZE EVIDENCE, SERIAL SS ETC- f en)-DG 2 On ce S U77— oa G17 / tXn rA7 c.E'St ( ? w Co uP2� tic4e e -e— f N c 4)/U d SUBMITTED BY PAGE i STATE PROPERTY ADDRESS I I ZONING I DISTRICT CODE SP- DISTS.I DATE PRINTED I CLASS I PCS I NBHD PARCEL IDENT]EICATION NUMEIFJ'-�[ KEY NO. 0061 RENDEZVOUS LANE 04 RF-1 100 048A 01/04/96 1091 00 7638 R279 026. 18782c LAND/OTHER FEATURES DESCRIPTION ADJUSTMENT FACTORS TY UNIT ADJ'D. UNIT COGGSHAl.L. TIMOTHY fT ALS MAP- Land By/Date Size Dimension LOC./YR.SPEC.CLASS ADJ. COND. P PRICE PRICE ACRES/UNITS VALUE Descriptign CD. FF-De th/Acres E #LAND 1 1 04.700 CARDS IN ACCOUNT - L 10 18LOG.SIT 1 X .81A=15C L= 95 112 80999.99 129275.9 .81 104700 #9LDG4S)-CARD-1 1 237P400 01 OF 02 A #8LDG(S)-CARD-2 1 70P300 COST 41Z4UU N BATHS 4.1 U X B= 100 20800.0 20800. 00 1.00 20300 a #PL 61 RENDEZVOUS LANE MARKET 280800 p FIREPLACE U X B= 100 3900.E 3900.00 1.00 3900 8 #RR 1364 0130 INCOME A EXT FIREPL U X B= 100 1700.E 1700.E 2.00 3400 8. USE p - NO BSMT S X B= 100 6.9. 8.75 972 8500-3; APPRAISED VALUE A 412.40E A J PARCEL SUMMARY A S LAND 104700 A T S BLDGS 307700 T 0-IMPS M TOTAL 412400 E N CNST FPRIOR YEAR YALU E N • DEED ENCE TyePc ATE Recorded i A T Book Page Inst. Yr.IDI Soles Price LAND 104700 T S 6715/318, I104/89 A 1 BLDGS 307700 U 5526/119: I:01 /87 A 1 TOTAL 412400 R 5526/117: 1:01 /87 A 112500 E BUILDING PERMIT *SKETCH CARD ON SNumber Date Type Amount f I L E............ LAND LAND-ADJ INC ME SE SP-BLDS FEATUREJ 8LD-ADJ UAITS *BASE TO 815(WA- 104700 1 t 19600 NOT BEING CHGD Const. Total Vear Buiit Norm. obsv. O R 2 N D F L).U E F Class Units Units Base Rate Adj.Rate p� uft� Age Depr. Condo CND. Loco �b R.G. Repl.Cost New Adj.Repl.Value Stories Height Rooms Rms Baths •fix. Portywall Foc. OVER FOP TO 2 S f 018+ 000 115 115 73.60 84.64 99 75 19 80 105 85 279339 237400 1 .5 11 4 4.1 17.0 FOR FY95......., Description Rate Square Feet Repl.Cost MKT. INDEX: 1 .00 IMP. BY/DATE: ML 1 0/94 SCALE: 1 /00.35 ELEMENTS CODE CONSTRUCTION DETAIL ........... .... S SAS 100 84.64 972 82270 GROSS. AREA 3016 SINGLE FAMILY DWELLING CNST uP: 00 *MARSHVIEW.... . T FSF 90 76.18 12 914 *--16-*-* STYLE _ __ _04CAPE CO_D __ 0.- *SKETCH CARD ON R N 2SF 150 126.96 204 25900 ! 2SB FOP DESI : AD T_ 03DESIGN ADJUST 1S. FILE........... U FSF 90 . 76.18 72 5485 ! ! 22 VT _1© CLPBD%S HINGLE--------0.- C 2SB 160 135.42 784 106169 ! 35! HEATiAC T E 07GAS-HOT WATER 0. T FOP 35 29.b2 110 3258 *-* *-* INTEFP. FINISH 05PLASTER ---------_ 0. U FMP 55 5.50 216 11$8 12! ! INTEft.LAYOUT -f1Go65- - ---_0.- R 815 42 35. 55 972 34555 *-12FSF ! !-,4-f A;.QUAL7Y 02SAME AS EXTER. 0._ A ! ! * FLOn�' STRUCT D2tr+D JOIST%BEAM -- 0.- . L p W i 7 1 7 16 EF�OOA! COVER_ _--PINE FLOORING_- 0. E Total Areas Aux = 326 Base = 2044 ! 2SF! ! ROOF TYPE _-_ 0_11 G_A B_L_ E_-A_S_P H-_S_H____0_.__ BUILDING DIMENSIONS *-12*-14--36-----'*-* - ELECTRICAL DI AYE RAGE 0._ T SAS .W15 FSF S02 W06 NO2 E06 .. ! 815 ! ! FUiINaA7I0N 05STONE WALLS 99. SAS W21 N27 2SF W12 M17 E12 FSF ! FMP _--_-_-----GH---- --- _---------------------_- N12 E06 S12 W06 . 2Sf S17 .. 27 BASE ! 27 RETBbRN00D 7688 BARNVSTABLE L me,2S8 N51 E16 FOP E05 S22 W05 N22 ! ! ! LAND TOTAL MARKET . . - 2Sa S35 W02 S16 W14 .. SAS ! FSF ! ! PARCEL 1.04700 412400 E36 FMP E08 S27 W08 N27 .. SAS *----*6-*-15-X-* AREA 9196 S27 . . 815 N27 W36 S27 E36 . . VARIAIICE +0 +4384 r, RESIDENTIAL PROPERTY t NVAP NO. LOT NO. FIRE DISTRICT SUMMARY STREET 6'I Rendezvous Lane Barnstable 2�9 26 15 LAND 7 0 b ) B BLDGS. - OWNER i��s/!p!r' C f. E? Fr c, (f•s:'� �...� TOTAL IF 6 5' r - LAND RECORD OF TRANSFER DATE BK PG I.R.S. REMARKS: BLDGS. O1 Coggeshall, Esther C. 4/18/30 473 75 B ^ TOTAL 81a . LAND BLDGS. i �/300 0► TOTAL 3 S S'a LAND m BLDGS. TOTAL i I LAND -.. V BLDGS. TOTAL LAND BLDGS. O) ^ TOTAL LAND BLDGS. 01 TOTAL LAND INTERIOR INSPECTED: �• � ` BLDGS. - — ' O) ',�• � TOTAL DATE: ( LAND ACREAGE COMPUTATIONS th BLDGS. LAND TYPE # OF ACRES PRICE TOTAL DEPR. VALUE ^ TOTAL LAND CLEARE FRONT BLDGS. 01 REAR TOTAL WOODS&SPROUT FRONT LAND REAR BLDGS. WASTE FRONT TOTAL REAR LAND - - — BLOCS. — --- -_. TOTAL LAND BI.DGS- — LOT COMPUTATIONS LAND FACTORS TOTAL FRONT DEPTH STREET PRICE DEPTH% FRONT R.PRICE TOTAL DEPR. COR. IMF. VALUE HILLY TOWN SEWER LAND �— - ROUGH TOWN WATER 011)GS- 3� _ -- -- -- ----- --- --- HIGH GRAVEL RD. -- - --- TOTAL — 'r'" -LOW DIRT RO. tAND JL SyVAAl1Y NO AO _ � OtDGT otonoWallns Fin. Bsmt.Area U Bath Room Base �� BLDG. COST Bsmt. Rec. Room % St. Shower Bath 193 Bsmt. PURCH. DATE Bsmt.Garage St. Shower Ezt. Wlalls PURCH. PRICE. /7 Attie FI.&Stairs 0 Toilet Room / Roof RENT Fin.Attic / Two Fixt. Bath Floors t jars INTERIOR FINISH Lavatory Extra 0/0 smt. F 1 2 3 Sink V. r/, i/� Plaster Water Cie. Extra Attic Jx / EXTERIOR WALLS Knotty Pine Water Only sFR G +� ouble Siding Plywood No Plumbing Bsmt. Fin. Ingle Siding Plasterboard Int. Fin. 6D 1.2 (,f,,U Shingles ✓ TILING ne.Blk. G F P Bath FI. Heat au Brk.On Int.Layout Bath FI.&Wains. Auto Ht.Unit S 0 ` Veneer Int.Cond. Bath FI.&Walls Fireplace F� /7 Corn.Brk.On HEATING Toilet Rm.FI. oP Plumbing Solid Corn.Brk. Not Air Toilet Rm.Fl.&Wains. /A /G ' Tiling '''-"- --- "` Steam ✓ Toilet Rm.FI.&Wells Blanket Ins. V/ CS Hot Water St.Shower Total • Roof Ins. Air Cond. Tub Area1 A b FloorFurn. / 8' 7�• 8 /fR/Gy ��yTi• ROOFING Lp Lr COMPUTATIONS Asph.Shingle' Pipoless Furn. I r7lS.F. Wood Shingle f No Hest S.F. .3G 8• . 'Ache.Shingle Oil Burner IlItl• S.F. C r— O ' Slate' Coal Stoker Tile " Gas ROOF PE Electric S.F. 4 OUTBUILDINGS D Gable Flat S.F. 1 2 3 4 5 ti 7 8 9 10 1 2 3 4 5 8 7 8 9 10 MEASU$E}D— o ,Hip Mansard FIREPLACES S.F. Pier Found. Floor ` '•' ' 'Gambrel Fireplace Stack Wall Found. 0.H.Door LISTED FLO RS Fireplace / Sgla.Sdg. Roll Roofing . Conc. LIGHTING Dble.Sdg. Shingle Roof Earth No Elect. DATE Pine Shingle Wells Plumbing Hardwood ROOMS Cement Blk. Electric 4sph.Tile Bsmt. 1st ><T TOTAL S 6 3 Y Brick Int.Finish PRICEDJ_W Single d2nd 4 36- 3rd FACTOR a{ ,S S REPLACEMENT 7S-9 I/A OCCUPANCY CONSTRUCTION SIZE AREA CLASS AGE REMOD. COND. REPL. VAL. Phy.Dep. PHYS. VALUE Funct.Dep. ACTUAL VAL. )WLG. _/��/• �s ,B• FR s.� /770> G'..a 7�95/� 3 s'/3 / a s/ 300 1 4 2 1 3 q I 5 6 7 8 9 _ 10 TOTAL RESIDENTIAL PROPERTY t �(vy�AP NO. LOT NO. FIRE DISTRICT STREET Rendezvous Lane Barnstable SUMMARY r� B tr.T .#1 2 t.( '... 26 -?..I LAND �+`''�✓' OWNER BLDGS. 8 S TOTAL ` RECORD OF TRANSFER DATE BK PG I.R.S. REMARKS: LAND BLDGS. 8 Esther C 0 - FIL, 18 0 47 7 TOTAL LAND '. BLDGS. TOTAL LAND R � BLDGS. TOTAL LAND a) BLDGS. TOTAL LAND BLDGS. TOTAL LAND — BLDGS. TOTAL INTERIOR INSPECTED: .�c F P,i- 4 ,.�. LAND a- BLDGS. DATE: TOTAL ACREAGE COMPUTATIONS LAND BLDGS. LAND TYPE # OF ACRES PRICE TOTAL .DEPR. VALUE HODS TOTAL CLEAR ONT LAND REAR — BLDGS. WOODS&SPROUT FRONT TOTAL /S REAR LAND!S _ WASTE FRONT BLDGS. REAR TOTAL LAND BLDGS. { TOTAL _— LAND LOT COMPUTATIONS BLOCS FRONT DEPTH STREET PRICE DIPIN qb IRONY R.PRICE TOTAL LAND FACTORS TOTAL 0[PR. COR. IMF. VALUE HILLY V' TOWN SEWER IAND "T "5„'' �' - -•--- --'--- -- --- - ROUGHTOWN WATER — A 11lDG3 '. HIGH .— _GRAVEL ■D. TOtA� i IOW.,_._. DtRT RC1— lAAO NO 10NthS FOUNDATION k3bM 1. ck IA I I I . - - LAND COST Cone.Walls Fin. Bsmt.Area hJ9 Bath Room Base BLDG. COST Conc.Blk.Walls Bsmt. Rec. Room St. Shower Bath melRl ✓ Bsmt. 3(�O PURCH. DATE Conc. Slab Bsmt.Garage St. Shower Ext. Walls PURCH. PRICE. Brick Walls Attic Ff. &Stairs Toilet Room Roof 130 RENT Stone Walls ✓ Fin.Attic ye Two Fixt. Bath t) I4i` 5 Floors Piers. INTERIOR FINISH Lavatory Extra Bsmt. F p 1' 2 3 Sink 7 qAtfic a/� r/: r/� � Plaster Water Clo. Extra '/UEXTERIOR WALLS Knotty Pine ✓ Water Onlyo/oDouble Siding Plywood No Plumbing smt. Fin. ao oSingle Siding_ Plasterboard nt. Fin. ,?o Jul.Shingles ✓ — — — TILING /✓o Cone. Bak. G F P Bath Ff. Heat I L O ��GAR• Face Brit.On Int.Layout ✓ Bath Fl.&Wains. /� _ Auto Ht.Unit Veneer Int.Cond. ✓ Bath FI. &Wells -- Fireplace �� :Com.Brk.On HEATING Toilet Rm. F1. �' (� Plumbing . Solid Com.Brk. Not Air Toilet Rm.FI.&Wains. a� ' Tiling ` Steam Toilet Rm.Ff.&Walls :Blanket Ins. Hot Water St. Shower "Roo}.Inf. Air Cond. Tub Area Total f , Floor Furn. O ROOFING COMPUTATIONS u ' ,Asph.Shingle Pipaless Furn. S.F. 774 �cCAR• , �Wq�od Shingle ✓ No Heat ✓ S.F. S stj O qri��jye�.ole Afba:.ShingI* Oil Burner S.F. ' -Sbo I�0 "31ab '. Coal Stoker O S F jile Gas ROOF TYPE Electric S.F. - 0 0 A�� OUTBUILDINGS Gable " Flat S.F. e�,�.s•J 7 D 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 MEASURED �`-- ,Hip Mansard FIREPLACES S.F. Pier Found. Floor ,'Gambrel Fireplace Stock o Wall Found. 0. H.Door LISTED �... FLO RS Fireplace i Sills.Sdg. Roll Rooting fconc._ LIGHTING Dble.Sdg. Shingle Roof Earth No Elect. DATE ;Pine Shingle Walls Plumbing `Hardwood ROOMS Cement Blk., Electric �-d Asph.Tile Bsmt. 3� TOTAL Brick Int.Finish P D 1st .�tQ Single 2nd 3rd FACTOR REPLACEMENT OCCUPANCY CONSTRUCTION SIZE AREA CLASS AGE REMOD. COND. REPL. VAL. Phy.Dep. PHYS. VALUE Funct. pe/p. ACT AL VAL. DWLG.�/ I�� �sf� f/2 s�f, /iy//e .3 /A, /5-1 �.S J �a� 5-6 __- 1 r 2 — 3 _. 4 5 _. 6 - 7 B 9 -- 1O - TOTAL i i i Barnstable Harbor i I � 3 m I Ck y ce �c a o� aeti�e coy o 'f'�ufa 64 �'oi%aaa, 93 Og o 4° a O ap ��ce e e o rco ^y) I rye,. LOCUS MAP SCALE 1"=2000't ASSESSORS MAP 279 PARCEL 26 DWELLING IS WITHIN FEMA FLOOD ZONE C AS SHOWN ON COMMUNITY PANEL #250001 0003 D, DATED REV. JULY 2, 2008 I cS� . `o�- ZONING SUMMARY ZONING DISTRICT: RF-1 MIN. LOT SIZE 43,560 S.F. LOT AREA: 0.82 AC MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15, MIN. REAR SETBACK 15' j i I _ I i L6 SNwR a 119 REFERENCES - DEED BOOK 473 PAGE 75 PLAN BOOK 90 PAGE 79 PORGN -EXISTING _ DWELLING cp / l / \ 47.5' / STONE \ / DRIVE \ EXISTING s \ \\ DWELLING \\ \ 06 N S P VO F� PLOT PLAN � OF 61 RENDEZVOUS LANE BARNST'ABLE PREPARED FOR TIMOTHY COGGESHALL off 508-362-4541 MAY 28, 2008 fax 508-362-9880 �cH OF Mgssq downcape.com © � DANIEL c�GN down cope engineering, inc. O ALA ' No.40980 Scale: = 20 civil engineers �1z land surveyors lyNbSU o �� 0 10 20 30 40 50 FEET 939 Main Street ( R to 6A) YARMOUTHPORT MA 02675 08-131Omni DATE DANIEL A. OJALA, P.L.S. 01 .�Oj`' \fir • , .-% 1 r E r , - s z t t i �` V 1 }j ��e - f .tea L I ; y 4 I. , .ro'�.+^°'°a'...^.a'+_,^+.o+++,�„Y..vwrea•...ww.w,waw •„•.w....m+.+'a,.•r,m.•...,�,�e..+++,.,.�.n+wnw.,�w.... )`//�w�,t/p'�h�/{ 4w. , /[y^�\� (€t'��r^'.�/). !� /f'f"�� y 71 , Zz k q J -,L any+ LJ l/rt.v sFg SCALE: at 1� APPROVED BY: ,w,� DRAWN BY J6 .n p DATE: . -/C>8 REVISED r4rVATIOH DRAWING NUMBER - i III