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HomeMy WebLinkAbout0071 BRENTWOOD LANE Sr ii r .� r ,f,4, Y,, fY 4, I,.. r'l'. {‘V! rY .,rr t i, .. t 1�i7 t �'r'4' �`.rtId i�.,hk4di r i�:iar y5,',,,dr r�i ft �:1 h �4,' R u r r w {I a� i �' �r ! ! 4" � rn � : ,, 1 dr ' ', %ty i `s+cr' ti 'F., f °Y4` p'/yJatf,1 4`, f dI SIj I r r•A''�t, ,i,,r���. � �r, n� r�. u ,:, ' ,! i .�"JU'��v+R.' " ,;. , i an r r _' ' titn1 1 ,,� — t 1T .4r,7 )�, .,1 , V,a sf, F' s*r.+i '"9 Y 'A. Yr. .h..'.,M7, ,.. ,.s u s.,•. f .eta ,., I { r, :,,.. �:y_,.,,� ,,,ait x��, c � zrt, +Ei,, ,�.: � },d� {{ �.,rr. �� �d"`w� � �,►"ti f,. .•, �., I rat,' ,' r� x; � S r '�r .frr . ,�� ,.," r ,. ..,xf.P.- 1�4' f d� r3- y x ,C , r�� t.; ,. ,.t y,,` , ra,'r,.r,`Y t pI F. rr ,.., ' i f. r,,,� 1 L " zr,t, V ^� ' :z,.,. :,' r r S'i IY .. r.:r,a,_,:M � �e a.. ��!.�'::.r . � ,f by.� :, t r r .., . +3 �.rd 3,' ,..,�; i r�j�a �. f 1,,, r, .}s ar „�r, y r i,.� •As ,� ..r, �, rf..,k„t ,V..,� �,S.,k Sr.� f °a}".,,:�, f ., -..,....t.-,r: ,i r r .r ait} lY£1' p i` .Y p It41�( ,' �j;Y �� '�i„ .y i I _ .., .. �i ... .. 'Y ..!S .. �`SJ r,i it,,�} ;dJd� 51i v it [1 r�i4• SI t V#��Yf I�1441 ar�,i'�Y G 3" '''' ��p'f{�Yj'�; Olij,t�jjtf� ', rei',4 ,I �N;Y,.,, t P y� 0, 'Y 1,!'. 'tty.' 10 J , � icy tr f ,'ir o .a:��A},�J. ,.'ti6Y qqf#'��,t(�i V�1 V�i'd�pp}Pr�a.,kr�lC411;''�� sllg' Say j V f!' „ ,i Y y ti 7yt�+4F1.yi a , +el '1!4 f' 'l f'" 4 iv,�, !r 40 ��y/� �„� �� la „' i,i .-'7„x h�r� tyre r t +Y"� yl'p� ,4Yit,'4 ,F'-,,v,�,,Ip:�1"4 'X,.1/,'�i j�1 n:.xr,Y� 1tY, rry .�} 4`i.'�,� I r � i +, ;. ., .r I a 1 r' - r<+.4x_X. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION F: Map 333 Parcel 001-C Application # I 3 ci.5 Health Division Date Issued 3 Conservation Division )C.� Application Fee .0 Planning Dept. Permit Fee (77' 71 Date Definitive Plan Approved by Planning Board rp____, 1 Historic - OKH _ Preservation/ Hyannis ', Project Street Address 1 ( QCcoc1, Lrr,• Village i -..,.. a„e_•; �, e g �c�,—v�5-� �a� Owner O,iC ,,.'4 -Tr(tC-k-k 40,..liYW!X Address 11 6 f'Q4 tPOOCI iYt. Telephone 5 0ci'311-3t8-i 0 Permit Request O &cc 3t 0c\ (L (9. Square feet: 1st floor: existing (13\ proposed 0 2nd floor: existing 6OO proposed 45 Total new ce Zoning District Flood Plain proundwater Overlay Project Valuation a .e_)00 Construction Type U)ooctr S, Lot Size I •DI Grandfathered: ❑Yes a No If yes, attach supporting documentation. Dwelling Type: Single Family C� Two Family ❑ Multi-Family (# units) Age of Existing Struct e 1eA Historic House: ‘Yes ❑ No On Old King's Highway: 0 Yes ❑ No Basement Type: 0 Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) 0 Basement Unfinished Area (sq.ft) 113 k Number of Baths: Full: existing 2 new 0 Half: existing r new 0 Number of Bedrooms: 3 existing _new/ Total Room Count (not in luding baths): existing S new First Floor Room Count Heat Type and Fuel: s ❑ Oil ❑ Electric ❑ ther "central Air: ❑Yes No Fireplaces: Existing New Existing wood/coal stove: ❑Yes No Detached garage: ❑ xisting ❑ size_Pool: ❑ existing ❑ n size _ Barn: ❑ existing ❑few size_ Attached garage: G�existing new size _Shed: ❑ existing new size( C7t�ier: Zoning Board of Appeals thorization ❑ Appeal # Recorded U' c, Commercial ❑Yes No If yes, site plan review# Current Use t\ • Proposed Use c' APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name (i\o- 0 1 C\V (w L4 L4S-S elephone Number i t '1 -- b6/-/"k Address LS I b-cr,, 'm4 AL, &A,, License # C 8 3 .7 B 0 i 0,- V,ase., t Kik CA-(o3P-- Home Improvement Contractor# PO gi -5----- Worker's Compensation # 414/134 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO I w, .el„, 1.1 .S t MA' CL SIGNATURE ' 1 4/l' DATE Aki-k eA b v 2 Nib FOR OFFICIAL USE ONLY Tr- ; .•OPLICATION# DATE.ISSUED CT -.MAP/PARCEL NO. _ . • . ADDRESS VILLAGE • OWNER • DATE OF INSPECTION: FOUNDATION - 'C. FRAME `41!! • • FIREPLACE ELECTRICAL: ROUGH • FINAL PLUMBING: ROUGH FINAL GAS: - ROUGH FINAL • INALBkDING :: • -PATE-CLOSED OUT - ASSOCIATIONRLA N NO. • • - of SHE ro Town of Barnstable Regulatory Services �xxsrear.E, Maass Thomas F. Geiler,Director 9�'lED►u1A��`� Building Division Tom Perry,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 Using A Builder I, fl'tc ha-e P /tiret,/?vr , as Owner of the subject property hereby authorize Aye fd kehAt. 13 -t/4<5 .7/?6- to act on my behalf, �Searn T_OtiGrb ( y in all matters relative to work authorized Toy this bu Iding permit application for: £rwoocL Cn, (Address of Job) ohs Signature er Date teittA-.R , J K i(rtrn Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERMISSION • Town of Barnstable Regulatory Services awxxsrwsr+e, Thomas F. Geiler,Director • II) 1659. ,� Building Division PTfDhosA Tom Perry,Building Commissioner • 200 Main•Street, Hyannis,MA.02601 www.town.barnstable.rna.us - Office: 50: :62-4038 Fax: 508-790-6230 • HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# • • CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended inclus owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who d.:_ of possess a license,provided that the owner acts as supervisor. • DEFINITION 0: :OME I 'ER . Person(s)who owns a parcel of land on which he/she re 'des or inten.k to reside, on which there is, or is intended to- be, a one or two-family dwelling, attached or detaches structures accesso to such use and/or farm structures. A person who constructs more than one home in a tw.-year period shall not be onsidered a homeowner. Such "homeowner"shall submit to the Building Ofc'• on a form acceptable to the 3 uilding Official,that he/she shall be responsible for all such work performed und- the buildin: .ermit. (Section 109. 1) The undersigned"homeowner"assumes r-•.onsibility for compliance with the State B ding Code and other applicable codes, bylaws,rules and re: ,tions. The undersigned"homeowner"ce es that he/she understands the Town of Barnstable Buildin: 0 epartment minimum inspection procedures •,.d requirements and that he/she will comply with said procedures d • requirements. Signature of Homeowner Approval of Building Official , Note• Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Buil.'6 g Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION e Code states that "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this ction(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such wor that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they arc assuming the responsibilities of a supervisor(see Appendix Q. •. les&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly • when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. 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 form/certification for use in your community. Q:fonns:homeexempt ,_, AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust) - 110 mph t/ Wind Exposure Category B t.-/ 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) Z- stories <_2 stories r/ Roof Pitch (Fig 2) VL <_12:12 4---- - Mean Roof Height (Fig 2) 15 ft s 33' ✓- Building Width,W (Fig 3) l ft 5 80' BuildingLength,L —�^ (Fig 3) Z 2 ft 580' ✓' Building Aspect Ratio(LNV) (Fig 4) 5 3:1 ...------- Nominal Height of Tallest Opening2 (Fig 4) 6 .s6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections (Table 2) t/-_ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete �C Concrete Masonry f/.. 2.2 ANCHORAGE TO FOUNDATION'3 518"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete onxl Bolt Spacing—general (Table 4) S FS in. Bolt Spacing from end/joint of plate (Fig 5) ci. in.<<6"—12" ‘..---- Bolt Embedment—concrete (Fig 5) a in.>7" r. Bolt Embedment—masonry (Fig 5) O in.>15" ,/' Plate Washer (Fig 5) >_3"x 3"x'A4" 3.1 FLOORS Floor framing member spans checked (per 780 CMR Chapter 55) Maximum Floor Opening Dimension (Fig 6) Oft s 12' —/' 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 (Fig 7) 0 ft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall (Fig 8) O ft <_d —/' Floor Bracing at Endwalls ' (Fig 9) ._ "- Floor Sheathing Type (per 780 CMR.Chapter 55) _ — Floor Sheathing Thickness (per 780 CMR.Chapter 55) 3/4 in. Floor Sheathing Fastening (Table 2).. <d nails at C. in edge/in field 4.1 WALLS Wall Height Loadbearing walls (Fig 10 and Table 5) 9 ft <-1o' Non-Loadbearing walls (Fig 10 and Table 5) ft 5 20' _4..c-, Wall Stud Spacing (Fig 10 and Table 5) in.s 24"o.c. ...---. Wall Story Offsets (Figs 7&8) _a ft s d _;---- 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls (Table 5) 2x6 - 4 ft0 in. r/' Non-Loadbearing walls (Table 5) 2x G -a__ft O in. __‘,, --- Gable End Wall Bracing' Full Height Endwall Studs (Fig 10) WSP Attic Floor Length. (Fig 11) Z Z,ft>_W/3 ill Gypsum Ceiling Length(if WSP not used) (Fig 11) O ft>_0.9W t...--, 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 c/ Double Top Plate Splice Length (Fig 13 and Table 6) .?ft 1/ Splice Connection(no.of 16d common nails) (Table 6) _1 - \ r r . ,; • . , AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails) (Tables 7) Z. c/' Non-Loadbearing.Wall Connections Lateral(no.of 16d common nails) (Table 8) Z Z. . Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) 9 ft a in.s 11' ri' Sill Plate Spans (Table 9) 9 ft in.s 11' __I --" Full Height Studs (no.of studs) (Table 9) 3. _2---, • Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) Z ft..a in.s 12' . 1.--/ ` Sill Plate Spans.. (Table 9) Zft in.<_12" t� Full Height Studs(no.of studs) (Table 9) _Z__ _1_—___- 1 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,W Nominal Height of Tallest Opening2 . .G�<6'8" ./..-' Sheathing Type (note 4) 1.05i" ,- --' Edge Nail Spacing (Table 10 or note 4 if less) _in. _� Field Nail Spacing (Table 10) l Z. in. /�, Shear Connection(no.of 16d common nails)(Table 10). . Percent Full-Height Sheathing (Table 10)(rgl .Cti rgr ,..4 % 1.--- i 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) i, - Maximum Bu ilding Dimension,L Nominal Height of Tallest Opening2 e's`<6'8" , ' Sheathing Type (note 4) P Edge Nail Spacing (Table 11 or note 4 if less) _3___in. __— Field Nail Spacing (Table 11) i Z in. 4,-- Shear Connection(no.of 16d common nails)(Table 11)." Percent Full-Height Sheathing (Table 11)(5 . t'G*�WG.ag') _ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) ci Wall Cladding Rated for Wind Speed? I/ 5.1 ROOFS Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) 1------ Roof Overhang (Figure 19) ,CP ft s smaller of 2'or U3 �� Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift (Table 12) U=2.3C.plf Lateral (Table 12) L=L'tG plf ✓� Shear (Table 12) S= plf ' Ridge Strap Connections,if collar ties not used per page 21... (Table 13) T=� v plf v' Gable Rake Outlooker (Figure 20) © ft<_smaller of 2'or U2 !— Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift (Table 14) U=4171b. `' Lateral(no.of 16d common nails)...(Table 14) L 41M1b. z.--- Roof Sheathing Type (per 780 CMR Chapters 58 and 59) v Roof Sheathing Thickness leg-in.>_7/16"WWP ,/' Roof Sheathing Fastening (Table 2) c� 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. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. am-'v&iC cd� CC37b I r 'A-y lisG5(J1 LC� zla /t ' AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' • • :►F d FRAMING MEMBERS I EDGE 1418 AT. ~I I wa• 3"MK - STD • f .3"MIN NAIL PATiBw § PANI . PAl4E�EDGE DOUBLE AIM_EDGE SPUlg4G OETAL • Detai l Vertical and Horizontal Nailing for Panel Attachment • AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Chec klist for Compliance(780 clvm 5301.2.1.1) i 4. a. From Tables 10 and 11 and location of waft sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16'and be installed as follows: i. Panels shall,be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment • I \MEN�E��srsoN ti?AMDIGtJ MEW NALS AT6lu. . . I �- ---=,M- --II==v= .. 1. II W 1. Ii V .. 11 11 11 11 it la 11 11 0 /1 11 2N • 11 1t 1 O 4 1 11 11 . 1- is n a o Q 11 itfu u m h 1-1 Z .A Z M 11 11 g n a Q. 11 ii g 11 f1 1f N 11. u I 11 .. ti s u1 1j p i.I 11Hi-ii_ 11 n 11 11 11 11� boiling EDGE ~• MAR-SPACING C Mkt_ __...a L ,r See Detail on Next Page ' . Vertical and Horizontal Nailing for Panel Attachment Ai.fT)SCAPEii 2 ,Z i arr. 11 BRE LA,4C of-s �NiWooD ' Imo,_(_a�E ,� �.P iaz 7 E (�,_•q C •• r • , wY,, tea' �pi�+� 4 ph, V. G X tST• n ,,',.,+ •• f e u s yr , a �C}wM7 {, T ♦ �' rt�, t� °�l',,rwy, �1?"�';• � 0. ." „..,,�, 'mil AS t-4ict.7 VZ /1 -�r'� ,I, ,hl�Y ai."'ac``S F 44444e,! .' ' ',I / I 41,01 ,� `"� � ?� � E�����y ! � /f{��' a )' Y'"i.... . .. ../ �^ 6A 4 i.. , ',. o to .,z t �,,•v mac. I,r __- d ` ,'I V,' i sitd,01k i,o i,,, ,• of 'tfr. rr ry :Ydt 5nxw i AP -------3, :A ff - 2 t ,, } i e r ,u,x- ,x r c � # , 4A C lf,-,/it, ' ..,',.,'',,a447474:11 , ''' ''- '4;3;N 4:41:44 I r f��i�4. �" L�,,. TL �r 7A1" '� `.L .w M1 .O -.�'� :•. , l \1$ , „7,k1 w.- 44 „. 444, .. $? // -';9'�jt. c:.':'':% _ • �ti`I. 1L3 S` .� \ ''�`'` F - F- 12D PETER i: SULLIVAN • I (NIQr no.25733 -- -. � - t ... . .. . .. - • i_ .y�,tr,; • PA22 - - - — Gr f:.:.'rn _ - i= :=' •i ., -- _ .. - ce �"" _ - .~�- .. - _ _ • - I , - . (100��• �! - _.•. - se • :- _Lc ez-- i cY- K PeoPasE- .L•aC.4770 c/ 6}44A44&c/iL7 / =C'L---2T/.--Y TA/AT Tli • DAusGutlL ....5-7-/OWN f/E/2EO.C/C 2A1PL YS /1//71/ SCA G— /'! . .) OAT- /-2Z 9 Z. -7-N -S/OE. (.,/ ANO S7 SAC/ .�EQU/.2E/1E�/TS o c- T/,i TowNaF I BARA15�S c& .4,/0 /c /11, �oC-47 2D /T Lar 37 Lri .S//�c/ y� F.l�a vPG4/.f! Pe . 8e 4€0o /PG SZ 2� 92 • OATS: : 6h�' - a4 x7-. ..E.v) - /A/C. 7'f//.S 4//5-,(/27 BASE 7 a v,4,(/ ,2E /STE.2. -2-, LA.c/L] .5-2.4 Y6ya.4: -. /NST,e' ' £7C/T,$•U,C1/E}%Z 7y QsT.E.21i/. ..0 a /'l•4SS. Dx.45',E'T.S.S44aL4/4/.ShieUL.z> ;ve,7:8. - U,SEI' 7' ' OETEP_ /./V. /-!�T!✓,S/SS 4/' /6-,4/V7 $,1��s/DL ,j U/w/ I I PROJECT NAME: ADDRESS: �k '"6dr t. PERMIT# 26 116 k 3�5 PERMIT DATE: lezz + 1 M/P: -3 3 0(35 LARGE ROLLED PLANS ARE IN: BOX SLOT �-- Z Data entered in MAPS program on: t( BY: CJ `� , d , Town of Barnstable *Permit#,97®3IC ? Expires 6 months from issue date Regulatory Services Fee c2. 5 9 RI- Thomas F.Geller,Director . U. , .`v q, Building Division Tom Perry,CBO, Building Commissioner � 200 Main Street,Hyannis,MA 02601 V / www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION — RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number ,33-8-J.S (Bcf_x---K\SA I e m�Address `� Q Property 'e_N,� �L (r V_A�}i� i [Residential Value of Work 6, Se) Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address 4. 0)\ . 4 ` * Ac ""\,\ \Z•Q-2.c-1/4\v‘i ...,r)4 V—A-1,A—e_ 0i3Jv..AA. 1 ViOic Contractor's Name Q P V* \-- J 'C A 1-k.- \ '@.-y Telephone Number- �7%''L-\L - C( �1 Home Improvement Contractor License#(if applicable) \ 3 a\&C( Construction Supervisor's License#(if applicable) O J 0 % X-PRESS PERM ❑Workman's Compensation Insurance IT Check one: JUN 2 2 2007 ❑ I am a sole proprietor ❑ I am the Homeowner TOWN OF BARNSTABLE (Q -I have Worker's Compensation Insurance �z Insurance Company Name ! c��U \V-se c� C.3 b^ c`C,t vv--\-a-©Co Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) 1_Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side 0 Replacement Windows/doors/sliders. U-Value (maximum.44) t • *Where required: Issuance of this permit does not exempt compliance with other town depa en a trigi.e.Historic,Conservation,etc. ***Note: Property Owner • u ign Property Owner Letter of Permission. illA copy of the. .. • S.sroveu;nt Contractors Li&t e r c: ire4l �f- 0>fir r t it�G SIGNATURE: / �j ► ; 1.! f_ . - 7'. ;gin+/'3 jr; Q:Forms:expmtrg Revise061306 • • . :f .• 4 � FF' � • : Town of Barnstable: . . sf': °, Regulatory gui ry Services snxxsza Thomas F.Geller;Director • suss. *„......,. TfD_MF`�A��� Building Division . • Torn Jerry, Building Commissioner • 200 Main Street; Hyannis,MA 02601 www.town.barnstable..ma.us office: 508-862-4038 • • Fax: 50.5-790-6230 • • Property Owner Must Complete and Sign This Section • • • If Using ABuilder • • • I, \__.D v \, w g , as Owner of the subject property hereby authorize S1 ,L y to act on my-behalf, • in 11 matters relative to work authorized by this building permit application for, . 7f�r7 Glt°® 4/e . (Address of Job) • Signature of Owner Date • • • Z.®&f.5' "lefela.`tJ� . print Name • 11 • • • 0•rORMS:O NERPERMISSION . -- j 1-4-1-.1-• • . ' • •• I • j 4. 7._t. I-Li 1 I J....il ', 1..1.'i...I L.;._... ir..1.,..1__" .1....I....1„..; ; 1 .1.I 1_ I._1..1.." ; •, Li11 ___;..; 1, ._.___.t__--.,---- - .. -, ..-1.-1 I _!••• . .•--: - -- .• .4...:-- -. ,.., . , . ; ! 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Definitive Plan Approved by Planning Board ,T ✓L,_,p 3 19 / 7 g-_j APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only idol TOWN OF BARNSTABLE 1 : ; BUILDING INSPECTOR APPLICATION FOR PERMIT TO C ..�i''.2-V LT 51--4/42 4r-e-I-4,4-,-43 -1-A11-1 TYPE OF CONSTRUCTION 1M o-e Q 1-1-��,44-42._. • Cam( 19 1 at TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location �-�'p l S`? n p,�✓`� �'�X � <.� (:/�v,�r�c�c�v r cXe Proposed Use Reis i - -'tz..Q_ 6.4 Zoning District f�"" / Fire District 6,,, lk Name of Owner _3 USI 4-4)_ Address p d cZSK °tS- e— Name of Builder ' UG --t. Address ' c,.,r.-�-e_ Name of Architect Address ((�� Number of Rooms 7 Foundation � u,L.X Exterior G�I�� C �L /Pi n Roofing ('tvL414- Floors Oktl., W Interior �crS-ct— Heating ��6L 1-7 •� • Plumbing � S E 2 Fireplace "l GV\- t 1,1/564— Approximate Cost 1 a Sl 6-CrE Area aS 0 Diagram of Lot and Building with Dimensions Fee 77,a9,,r go / / � .6 0 i(,CV OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name �+ Construction Supervisor's License D[/J G 4/J k .4 BAYSIDE BUILDING CO. No " 5 4 Permit For 1 z Story Single Family Dwelling - ) ..k, Location Lot #3 7 , 71 Brentwood Lane t • r �4✓IA%�Y�S lab I 1., a 'F .. - .. Owner _ Bayside Building Coo - - Type of Construction.- Frame r? ~i • Plot I t 'Lot i i '. 4 _ -� , t r , r Permit Granted April 9 , 19 92 i , - nn i a Date of Inspection 7/—7� 19 ' at to `G r t-- IV il •7/ 1 i:.-. , : 19 r vim- € , } , ---F ' J _ �`ri e 40. 1 e, • t r,:: 1 .44 • i,;a; 0..etE1ge . , • V 3 * 18'22 X TOWN OF BARNSTABLE Permit No. 3BUILDING DEPARTMENT ITOWN OFFICE BUILDING Cash HYANNIS,MASS.02601 Bond�ta wr► X CERTIFICATE OF USE AND C OCCUPANCY Issued to Bayside Building Co. Address Lot #3 7, 71 Brentwood. Lane Cummaquid, Mass. 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. September 3, , 19 92 Building Inspector D•+ "Afti 'ty'WIV.tr P'' .w1'':'# '44844YdPiV.NWPA:il'$10.44m..v....„,_..... .,, BUILDING PERMIT TOWN OF BARNSTABLE, MASSACHUSETTS �,T^ (((���A=333-25 DATE April 9, Ig 92 PERMIT NO, c e7 954 APPLICANT Owner ADDRESS Listed Below o 645 (NO.) (STREET) (CONTR'S LICENSE) PERMIT TO Build Dwelling (1'} I STORY Sin le Family DwCllin(7NUMBER OF J 7 DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) l'i Lot #37 , 71 Brentwood Lane, Cummaquid ZONING RF-1 AT (LOCATION) DISTRICT (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT • SUBDIVISION LOT BLOCK 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 I. (TYPE) REMARKS: Sewage #92-32 Bond AREA VOLUME 1268 sq. ft.. � PERMIT 115 000. 0U 92. 25 ESTIMATED COST � FEE (CUBIC/ OUARE FEET) • OWNER Bayside Building Co.'I t P. Q. Box 95, Centerville BUILDING DE PT. \ ....•f lf�/ '' 4),,/ '`� • ADDRESS :- THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- 111110 PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY B'E OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL 'APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING ANO I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PR'IOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MIN (RE TO LATH). FINAL INSPECTION HAS BEEN MADE,3. FINAL L INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 T1 2 2 �r N41 Luc 12` /9q2 z 1,IA,,,,,,,,i 7 w c,F(Yz)--A-L----' c L 3 I HEATING INSPECTION APPROVALS<//:/I 2 ENGI ERNGG EPA �ENT � 1 Cnr d � c • � _ ? C, (. BOARD OF HEALTH OTHER SITE PLAN REVIEW APPROVAL Y r a Y WORK SHALL NOT PROCEED UNTIL THE INSPEC- ' PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIOUUS 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. - • TJESl6 ►J DATA t I. SII(L. F�tibi' 3 $E)A�cs `mil I o 2 : )Jo UA8AC.E i 61Z1IJDETZ, ; •= __ PAIL'-( -.FLOW .t o=-3. 0.4PA _ --: ._: 5r . 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