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HomeMy WebLinkAbout0255 STONEY POINT ROAD SF r , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. •Ma.p -33 9• Parcel©gig Application# "2"09g e) Health Division Date Issued. S 40 Conservation Division Application Fee o Tax Collector _:ermit Fee ,37 S Treasurer a ---- Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis 1 , I -4_� Project Street Address .2s5- ( (/1Iy oec.vi -, Village I �/' __t ' c�, `Owner O�'C/E-r 4 �f�"w�-•-v� Address ��� ��r ��v J. - , 0 � Telephone b q — n "' 51 Permit Request Rp1A CS'//// ,4 �Yai �/ i v c5't �r ).-/- c1I/Gf Or r.d Z/ y - 0 z A ��%e% c (Z2 Square feet: 1 st floor:existing /26-O proposed /2 2nd floor:existing 3-CO proposed 6"Z/ Total new Zoning District Flood Plain Groundwater Overlay Project Valuation '9 Construction Type Lot Size <` L? 4-a Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure c.V Historic House: ❑Yes -4410 On Old King's Highway: -Yes ❑No Basement Type: X Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) D'4 Number of Baths: Full:existing Z- new 6 Half:existing 0 new U' Number of Bedrooms: existing 3 'new 0 • Total Room Count(not including baths):existing 7 new 0 First Floor Room Count Heat Type and Fuel:4Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ..61-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 . 1T° . If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name a , 0 N L Telephone Number GU oG - 97/_'TZ-1 Address 991 fit License# F#3q /I /n?oiPk ell- i *oY Z6/ Home Improvement Contractor# / r6.-&-? '. Worker's Compensation# ,We_ ire 93 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Yiktilluv9* : ',c/L_ SIGNATURE DATE 7i- /' FOR OFFICIAL USE ONLY APPLICI(TION# t ,_ J DATE ISSUED MAP/PARCEL NO. ' F ADDRESS VILLAGE OWNER I DATE OF INSPECTION: FOUNDATION FRAME I'I 1 INSULATION 11 FIREPLACE l% ELECTRICAL: ROUGH FINAL 1 PLUMBING: ROUGH ' FINAL GAS: ROUGH FINAL 1 � i FINAL BUILDING sc I2,h?Ak 1 DATE CLOSED OUT 1 ASSOCIATION PLAN NO. 1 4 - Feb 01 2008 12: 29PM MJ Nardone/ERT Architects 508 362 4883 p. 2 • Town of Barnstable 0 Regulatory Services • 8A' 'm '' Thomas F.Ge�il r,Director rib°;u/``� . Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.tovvn.barastable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder CPA.- 7r-6)-0 -1 T, S (A-A-az b .. cj(A-cl_11.0.4 ,as Owner bf the subject property hereby authorize 4o-Q oGki r- p T L to act on my behalf, in all matters relative to work authorized by this building permit application for: 2 S S t. t PJ-7' (2- (Address of Job) L.U-P-Jjr Zl ®g gnature of er Date C(�-c (,6-- c W 5/4 ./ Print Narne If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:OWNERPERMISSION 71 COMPANY PROJECT �j Paul W.Swanson,P.E. ERT Architects R '0 1� o d for a Swanson Structural,Inc Cantilever Deck Ley 1�J1 WS V V LJ J ! 116 Forest Street Job 2g97 eneuax"Cie laa,r,6aitxN Franklin,MA 0208 Joist hear,26,2008 09'4 i5 Design Check Calculation Sheet . Sixer 2004 LOADS: (Ibs,psf,or off) Load Type Distribution Magnitude Location tft) rPattern. I Start End Start End Load? .LoadllDead Partial Area 10.00 (16.0)4 110.00 13.83 r10 a 1.oad2 .Live Partial Area i 60.00 (16.0) 10.00 13.83 ryes +'-On C4r1 - ,Tributary tiidth fin) - .'4- MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS(in) : dot,ble, 2446 bAmll 2 0' (. Y 10' 13'-lO Dena 2. 1IM1tj L00r.14 5Ly a 388 . 65 Uplift 57 Total 2 � -�` 453 Bearing! - -- Lr number 1 1 Length 1.0 1.0 0.0 Cb 1.,GO 1.89 0.00 Lumber-soft,S.Pine, No.2, 2x8" Spaced at 16'c/c;Self Weight of 2.82 plf automatically included in loads; Service:wet;Lateral support:top=full,bottom=at supports;Repetitive factor;applied where permitted(refer to online help);Load combinations'ICC-IBC; . SECTION vs. DESIGN CODE NDS-2001:(stress=psl,and in} Criterion Analysis. Value Design Value Anal sis/D site Shear v' =tv = 43 E 1'r0 )v/FFr` = 0.2. Bending(+) fb = 23 Fb' = 1056 fb/Fb' = 0.02 Bending.(-) fb = 645 Fb' = 878 i fb/Fb' = 0.74 ' Deflection. 1 nterior Live, 0.09 = <L/999 0.33 = L/360 0.2E �0.'-•# t- Centi,1 Live 0.24 ., L/1B8 4.26 =./I.80 ... .__.. __ 0.95 �r'�`�t'e F ADDITIONAL DATA: �- } c` FACTORS; F CD CM Ct CL CF' Cfu. Cr Cfrt Ci Co LC# . rt:0+ 975 0.90 0.85 1.00 ).000 1.231 1-00 1.15 1.00 1-00 -• 1 �;_• , L . 4' , , €t)'- 975 1,00 0.85 1.00 0.748 1,231 1.00 1.15 1:00 1.00 - 2 l` F/� Fv' 175 1.00 0,97 1.00 - - - - 1.00 1.00 1.00 2 at Fcp' 565 - 0.67 1..00 - - - 1.00 1.00 - - `. f. r e^° 1.6 million 0,90 1.00 - - 1,00 1.00 - 2 6 14 ,, i .E Ee[iding(+) LCII 1 = 0 only, A1. = 26 1b -L1. cy r i Bending(-)! LCIl 2 r 0`I.1., M - 708 lbs-ft 3 2,,i he) hear . 1,C8 2 -i, 041., V - 369, V design = 31,5 ibs Deflection! LCII 2 = DAI•L GI= 76.21e06 lb-1n2 (D=dea'] L=live S=snow W=vine I=impact C=construction CLd=concentrated) (All LC"s are listed in the Analysis output) (Load Pattern: s-SJ2, X-L++5 or L+C, ..-no pattern load in this span) DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Continuous or Cantilevered Beams:NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. i, 3.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4.The critical detection value has been determined using maximum back-span deflection.Cantilever deflections do not govern design. i • , 5') Ste' �d`\---) T -PJ 0\--42 nJS�- -f 1t 5� Town' of Barnstable *Permit# c'� L/9'7 T r F�' Expires 6 months from issue date [[ Regulatory Services Fee V , * malarrAfaz. � , t,-, ,ite` Thomas F.Geiler,Director 11559. Building Division PERMIT Tom Perry,CBO, Building i 200 Main Street,Hyannis,MA 02601 2006 { www.town.barnstable.ma.us N V 3 t/ Office: 508-862-4038 TOWN OF BALY -6230 / L' EXPRESS PERMIT APPLICATION - RESIDENTIAL ON Not Valid without Rad X-Press Imprint Map/parcel Number ?3'1 Ul/ Property Address a i:5- WoA e/ ,i%w- /Pei r n9 44 IP esidential Value of Work /d 57 00 Minimum fee of$25.00 for workunder$6000.00 Owner's Name&Address 72-ac 2,e///c .76'S o y ,ed go/n/ PS AM 2r24.37 Contractor's Name Pe//4 iDs id ow S I Telephone Number 09 6 6(6 tt a Home Improvement Contractor License#(if applicable) J y9 O 7 Construe' n Supervisor's License#(if applicable) tIV o y3 orkman's Compensation Insurance Check one: ❑ I am a sole proprietor pthe Homeowner ave Worker's Compensation Insurance, l Insurance Company Name / c/ SS .,�/ll s! d Workman's Comp.Policy# (41 G &'O a 3 9 7`�.► Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-sid eplacement 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 P operty Owner Letter of Permission. • me Improvement Con t rs License is required. SIGNATURE: Q:Forms:expmtrg Revise071405