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HomeMy WebLinkAbout0151 KEVENEY LANE /5/ �-�%2L:P/IZ�J474..e...,I \ . . ... . , , . . .. , . ,, . .. , . ,. , ; K I y +Y a Q_Q ` Yk a a r ; r " ' r •a y. a a n T ` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 4 `Map ' Parcel 36 I 6 26 Application#OZVOCC "I " c Health Division - Date Issued 0 l -1 '6. Conservation Division Application Fe 1 �� 1 Tax Collector Permit Fee -2; '� Treasurer '"- Planning Dept. OK /r,; ji 07Date Definitive Plan Approved by Planning Board 'A\ Historic-OKH Preservation/Hyannis \, Project Street Address I I I1L V 1.5A Ci y 4144 E. . Village &-` " e - 13cz-c Na et.lUe Owner Fs?a4kLIA /€'/9fiEL. IA, 'IA/l� (" Address 54Ali= - T, Telephone 56.e , 3 6.2 1-1/a S' �i'�vi d 4451 (IA Permit Request Q / �/x7t,4 C X/5/4G Sidem 5joii='S f - 9>i$6'D5'?S '9 k) ill �� p Zr e �Ci. AS J i pc-2S (54 a o i PRA r 6 rg 0 LD S'i o✓cAl 3 di i- 5, 6eda,:1.i4J kw. r� T r-, i i,3 ,=,,3s ii-fo /1C'Co o O�Fti� AJ Lc9 Si a o 11Sf $' 1/L`I5'Nu i r l:a cil1Li.A30 j-.dr =94,420(), (= Square feet 1st flo©r:existing`' proposed 2nd floor:existing proposed Total ne i (k Zoning District i Flood Plain Groundwater Overlay C A / r '• Project Valuation=/. q o(i0 F Construction Type 1 /l. Lot Size I a 403 I Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family X Two Family ❑ Multi-Family(#units) Age of Existing Structure S YRS, Historic House: ❑Yes XNo 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 Z new Half:existing / new Number of Bedrooms: existing new Total Room Count(not including baths):existing 7 new First Floor Room Count 7 Heat Type and Fuel: ❑Gast Oil ❑ Electric ❑Other Central Air: )(Yes ❑No Fireplaces: Existing I New Existing wood/coal'stove: ❑Yes ANo Detached garage:A 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 ILDER INFORMATION Name D'iJ4 O OA) Telephone Number J d e 9 '7 ; 7 i Address I i I ?O A Atli License# Agri& 706 &•.-:..-/ I t 1 I L ______________A! Home Impro -ment Contractor# Worker's ' ompensation# ALL CONSTRUC tiN ' BRIS RE` LTING FROM THIS PROJE A BE TAKEN TO S NATURE J C DATE 7 ,3-`J °7 rFOR OFFICIAL USE ONLY t APPLICATION# -DATE ISSUED 1 k MAP/PARCEL NO. li ' , , . ADDRESS VILLAGE f OWNER 1. k DATE OF INSPECTION: FOUNDATION 50As 7;Ate d • (- Q- )A- d7 FRAME INSULATION • i FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r 1 FINAL BUILDING (a ) L / - /e/.7, �/ i . DATE CLOSED OUT.. _ ,F. ASSOCIATION PLAN NO. s f A • Current Use Proposed Use tijiirvil-' 0 CO iktf 1 C=BUgpWlstFOIWTION . cName----hAq,?-10-4774.litriA1Z5k ' -------TelephoneNu- mber—, SO ' 3424/2g ---- -1&- z - ,--c -61 ,--i .,. ..... . 1....k ki ilhz. , 444,41:; , License# v". UM/11i1 610 0 - Home Improvement Contractor# Worker's Compensation# ,_2 ...•-• ----"--"-- — ' ALL-CONSTRUCTION,DEBRIS_RESLITING FROM THIS'PROJECT7WILLBE-ThKENJO—, L./ /--1-- ____________4.-....- ,....-..... ..' _ , .11. • - --/ SIGNATURE --ISIE-D 6 ii 107 Current Use Proposed Use 46/7/1/1)2, ,,0(, k —'\ BUILDER INFORMATION Name ?11,4i, t_ t et) �,t)1/l�i� Telephone Number 41S 0 3 4 2-'12 Address fc l Kt: Ji=rkl t= .1,.,/,4L License# oil Al (4,016 - Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE /A (j4,),,r— DATE eh /0 7 I ��pTHElpf, Town of Barnstable / .`is,. Regulatory Services BARNSfABLE, t Thomas F. Geiler, Director �b,,r A.t Building Division �O AAA Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 ----------- ---------- — --- HOMEOWNER LICENSE EXEMPTION Please Print �_DATE:�e/t"h ?7 JOB LOCATIO , J ( >�1=t/l;,i ..;Y i— it)I_ O MJz4 Oki 1. number street village "HOMEOWNER": t((/}NkLIA) y)._ J 6Q 7�2- i 1 2 ' nariceZzel. home phone# work phone# r,CURRENT MAILING_ADDRESS:—_ r l= JI /lit= i42111d v i!f fnT rG 75- city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual 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 reside,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 structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable.Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requii:ts. it Signature oo Homeow Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction 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 exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&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 caret amend and adopt such a form/certification for use in your community. Q:forms:homeexempt i irvr i AC(c i1=12Q(.20 1-- BOISE" ' Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1RB01 BC CALC®9.5 Design Report-US 2 spans I No cantilevers 10/12 slope Wednesday, July 25,2007 21:45 Build 91 File Name: Solomon Wyner.BCC Job Name: Wyner Residence Description: Header over Sliders Address: 151 Keveney Lane Specifier: Bill Campbell City, State,Zip: Cummaquid, Ma Designer: Customer: Dana Solomon • Company: Shepley Wood Products Code reports: ESR-1040 Misc: /0 12 111 - 1111111111 . 111111111p11 _ 11111111111111 ?!.n'e„,,,A.,i,* - ,2 s : i., i T...,»x `r di ' a. 5u:t �.:. - .tea' n 10-00-00 O-00-00 BO,3-1/2" B1,3-1/2" B2,3-1/2" DL 396 lbs DL 1242 lbs DL 396 lbs SL 811 lbs SL 2198 lbs SL 811 lbs Total Horizontal Product Length=20-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 20-00-00 15 30 06-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2315 ft-lbs 9.5% 115% 194 2- Internal be verified by anyone who would rely on Neg. Moment -3362 ft-lbs 13.7% 115% 3 1 -Right output as evidence of suitability for End Shear 846 lbs 9.3% 115% 193 1 - Left particular application.Output here based Cont. Shear 1400 lbs 15.4% 115% 195 2-Left on building code-accepted design Total.Load;Defl. L13318 (0.035") 5.4% 193 1 properties and analysis methods. . . Installation of BOISE engineered wood Live.,Load Defl. -•- L/4432 (0.026") •- .----5.4% -.---•--193 --`1- '• `- products must be in accordance with Total Neg'. Defl. -0.006" 0.8% 194 1 current Installation Guide and applicable Max,Defl. .,.0.035 3.5% 193 1 building codes.To obtain Installation Guide Span/Depth 9.9 n/a 0 1 or ask questions,please call (888)234-0056 before installation. %Allow %Allow BC CALC®, BC FRAMER®,AJSTM Bearing Supports Dim.(L x W) Value Support Member Material ALLJOIST®,BC RIM BOARDTM,BCI®, BO Post 3-1/2"x 3-1/2" 1207 lbs 13.6% 13.1% Spruce-Pine-Fir BOISE GLULAMTM,SIMPLE FRAMING B1 Post 3-1/2"x 3-1/2" 3440 lbs 38.7% 37.4% Spruce-Pine-Fir SYSTEM®,VERSA-LAM®,VERSA-RIM B2 Post 3-1/2"x 3-1/2" 1207 lbs 13.6% 13.1% Spruce-Pine-Fir PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Cautions L.L.C. Column at Bearing BO analyzed for bearing only, column analysis has not been performed. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. Column at Bearing B2 analyzed for bearing only, column analysis has not been performed. For roof members with slope(1/4)/12 or less final design must ensure that ponding instability trademarks of Boise Wood Products, l will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow M surcharge load. >'Notes /N STRUCTURAL Design meets Code minimum(L/180)Total load deflection criteria. N0.36951 Design meets Code minimum (L/240) Live load deflection criteria. ' ilOSTON Design meets arbitrary (1") Maximum load deflection criteria. 9 MASS. " qt. ,` Member Slope= 0, consider drainage. a •T�� User Notes, 1l` Roof,Load Cr*: ' z • Page 1 of 2 1. BOISE" Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\RB01 BC CALC®9.5 Design Report-US 2 spans I No cantilevers 10/12 slope Wednesday,July 25, 2007 21:45 Build 91 File Name: Solomon Wyner.BCC Job Name: Wyner Residence Description: Header over Sliders Address: 151 Keveney Lane Specifier: Bill Campbell City, State,Zip: Cummaquid, Ma Designer: Customer: Dana Solomon Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure -'t b d—a-- Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for r • /\ particular application.Output here based on building code-accepted design properties and analysis methods. ZN Installation of BOISE engineered wood • ��, products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" c=7-7/8" or ask questions,please call (888)234-0056 before installation. b minimum= 3" d= 12" BC CALC®,BC FRAMER®,AJST"' Member has no side loads. ALLJOIST®, BC RIM BOARDTM BCI®, Connectors are: 16d Common Nails BOISE GLULAMTM, SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are • trademarks of Boise Wood Products, L.L.C. • Page 2 of 2 ia�1�i7 rbwn/r_.V 1 . -- /ru/�T Franklin- FlyiJer �:t UK ... _ •!.. .. jaiam P_ Libbi et ux ' • - N/F Swift • iStIS TIiAC"(.: s . pAIP ' . 101:89' - •AVAMJI r 69,�. �,x,' i, . • . . ' /.- Parcel IA. 1.68+:.AcreS, ..� - - N • -. • . ...:::.,..i.,.,;-.......::::.. . i. �� ParcC1 2A R #153 N/F tackfel. F ..ST - .`. .. -ice. . ../`� 7RQ po1* 61.3 '60 1 i • iG r • �. r ' N O !:`) s q :Ii a r' r-K3 3 { 1 /� • E 'i .,. Il..\ fir ' OALr r +'{r C r • i ►: 93.67' y-F t -.4., v.:..- -.'''';if•-1,,c'-',4 .1,:'i'illiti-A.,.(5-..-::;''''::•;:4-.!'!;i•-'•-•::.'1' . . .. 1. :1 ' --. K. . . -•• ,,,,,. _,.. . , .: . . ..,.... : . , VENiiir EY 7:,',,,,,,,,,,,,,,,,,,,,,•-..-,7,,„,....:..: :: . .. y , . .... . , � s..;. ....,,,... . .. .::..., ..„. ....,•••••,•„,•,.„,,,.,..,:,..z,:.. . .,..• . •„..„,,.,,,,. . . •, ..•... .. ... „ „ :,,...,,,,,.....,.„,,,,,..-,.r...' � ,�'lK,lBt/►110i1 Il1NfuN1�(53- 'y' �.t' .y tr 1, : 1MIS NSW AMIfW:�j i0�t!x'JU.1N�tlx�A1�,'S�; 5 '? • • IM�O t' PLANOFI.0. FPLAN NtASMDTMADEfJi AUNawn?gMEHT { o. cEffrI nrwS ARE ro 1 As0rf . •... ' .•..'....,,,,...',,)':,,....'.,.,,.'-,..,',,'.i. RNSTA scwtx ' . ,,.,,..........2,,...., fI' :":-,''.'','.,,'.''-',T,-:',.'..;,,',':I:-i-.•,",'.,'':,1'',I3:..•.•!.‘'.'••:,4.,7,A:1';:'".:.-.‘`,--„.-1'i-„4.'*:O.''r",,;e,':-1:I.1e.'',...0'..,.r 11..•-..7.7.,4 fHf DISTANCES�'VOsm 1n< s 40 tiq� M►snuc , R 60N- SGALE f Q ►WILLIAMS,! RTrtiNESA+� NArWARD .8OYNTON RS 1 . y CIWLENG� . • POSEs -#AcAH�- NoT To sysEn S RVEYOR UNTfJ�M �fSASS >: eo QEsf4'P19°"s" u. ' r ro Z $RO4DWAY ' TA w lAt tfile AS LM'`TNf DATE S1'I�OM7�l HEREON . ,„,, et, i4A6 . ya..0), ,), , ..._ __J. / E _ Town of Barnstable *Permit# , Y C . - 'TH \ Expires 6 months from issue date BARNSTABLE, : Regulatory Services Fee 16, 613 �m�' Thomas F.Geller,Director -111 tE 1391 • Build ing Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 XI PRESS PER PP!'"! Office: 508-862-4038 Fax: 508-790-6230 S E P 1 7 2004 EXPRESS PERMIT APPLICATION - RESIDENTr,�+�3vvN o_(��,,yy Not Valid without Red X-Press Imprint Y� f BARNu.+, ,w ap/parcel Number sOJ( .6o () ope Address r Sl M.fhD Akif itV 13 'be/U 6 4-al le_ . Residential Value of Work i 01 ? Minimum fee of$25.00 for work under$6000.00 wner's Name&Address T h7 m.IC Wy day 1t ISI ..ieyv )A,�i Cvky� vA� Dntractor's Name Oh) ✓A... S Cd P'-O Telephone Number 7 ?.5.— $a ome Improvement Contractor License#(if applicable) / $ to 06(, onstruction Supervisor's License#(if applicable) ol$`'$ I Workman's Compensation Insurance • Check one: ❑ I am a sole proprietor ■ the Homeowner /:i I have Worker's Compensation Insurance Isurance Company Name 1 v.>1 .ie r 5 , 'orkman's Comp.Policy# (p I U B ati/X S O-i A D ' opy of Insurance Compliance Certificate must be on Me. . • is't Request(check box) e-roof(stripping old shingles) All construction debris will be taken to '.. ti�,,ri/ C 4 I ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows. U-Value (maximum 44) *Where required: Issuance of this.permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. ome ement Contractors License is required. ignature Fvi orms:expmtrg 'se063004 ra ... f a~ • • TOTAL INVESTMENT $ 10,750.00 Including Senior Citizen Discount POSSIBLE EXTRA CARPENTRY: Any Rotted or Otherwise Deteriorated Trim Boards,Plywood Sheathing,Missing Metal Flashing, Side Walling or Any Other Carpentry Needing Replacement will be done and charged for as an Extra: Materials Plus 20% and Labor at the Rate of$50.00 per Hour. PAYMENT SCHEDULE: A Deposit of One Half is due at the Signing of this Roof Proposal and the Final Payment for the Balance is Due Immediately Upon Completion. WORK SCHEDULE: All Roof Work is Normally Scheduled for Completion Within 30,Days of Acceptance and Receipt of Deposit providing the Materials are Available. Please make checks payable to CHARLES COREY COREY & COREY Warranties the Shingles and Labor for 10 years. TAMKO Warranties the shingles and labor 100% for the First 5 Years and then the shingles on a pro-rated basis for 30 Years Total. TAMKO Warrants the Shingles up to a 90 MPH WIND WARRANTY. TAMKO Warrants the Shingles to be Algae Resistant for a Full 10 Years. Any alteration or deviation from above specifications,will be executed only upon written orders and will become an extra charge,over and above the estimate. All agreements contingent upon strikes,accidents or delays beyond our control. Owner to carry fire,tornado,and other necessary insurance upon the above work.. This proposal may be withdrawn by us if not accepted within thirty days. COREY & COREY carries Workman's Compensation and Public Liability Insurance on the above work DATE OF ACCEPTANCE: V ACCEPTED BY: «< SUBMITTED BY: q1 4 % (it91 FRANK WYNER CHARLE CO HOMEOWNER COREY & O Page 2 of 2 Pages.