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HomeMy WebLinkAbout0035 MARSTONS LANE (4) �3.5 712/91Q .57°) .e. 1�41�04//nm a_Qa/eF Coa/J'}�'V O r �,QOD �'�0O� ' , _r_r::.,__.,-''•.., /,_ (,. ( ° , . • • _ „ _ _ i _ y • s i • r. • 9 _ o • • • a .. .. - A _�. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map e Parcel ( eg g Permit# ° L.3 3 Health Division Aia.i ` I)is Jo j Date Issued 3(2 3' 200 ( Conservation Division 3) 16 I LQo t `(?'/ ee ,s 5-0•c Tax Collector :Tv 4%/o J .(-tt Treasurer 6. (, 0'0)e. v�//f�./' ® / . �'IC SYSTEMa � / I INSTALLED IN COMPLIANCE Planning Dept. /� v A _ = WITH TITLE 5 - Date Definitive Plan Approved by Planning Board p'rc ENVIRONMENTAL CODE AND - • TOWN REGULATIONS Historic-OKH Preservation/Hyannis • PJ5 Project Street Address Mg-f--S+a'tit$ L 6 cc J 6 /64,4 /iji 0 ) Village d - d 7--6,3 7 Owner i.l 3 :. v+ 1A � f//, p Address Z 2-O �- Permit Request e o a Telephone 3 �--� 7- 6 1 ifs � �w �qt- t� ' �.� ` �. �-f- S��o �' a •Q, vile 1 -Co v c�d1 , vim. a= a �- �or a ,P + . ►. 5 �r� MAR 2Q2 i # Square feet: 1st floor existing proposed 2nd floor existing proposed i'�� 01;Total new Valuation 7/p p 0 Zoning District Flood Plain Groundwater Overlay Construction Type// `rV' i Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. • • Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure 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 Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas 0 Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:0 existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing O new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization CIAppeal# Recorded❑ Commercial 0 Yes 121No If yes, site plan review# Current Use Proposed Use 11 BUILDER INFORMATION Name e-v' dN (A)1 1 t3L e r Telephone Number G 7- - Z-2- Address 91 719 fr e S S I r * License# Q 1'7 3 l 1/11' 14-e '61 Home Improvement Contractor# //01- ��.2--- Worker's Compensation ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO / YN_j"�.2-A/;., /-/V/1d SIGNATURE 4,-•,p//1- �-Yx_.. ��=-(� DATE ' G�l di- I - FOR OFFICIAL USE ONLY . ' ., • PERMIT NO. - F DATE ISSUED _ - 3. MAP/PARCEL NO. - e rye _ ^ r. +. - - t r ADDRESS ti.�; VILLAGE 43,1 r• _ OWNER •_° 1-.=- . DATE OF INSPECTION: ` - ' 3, FOUNDATION. ' . FRAME y i , ` INSULATION ` " y 4 `' FIREPLACE T. = '` ELECTRICAL: ROUGH -^ =. FINAL' ' • - • - " .$ ' _ i f PLUMBING: ROUGH - .'` FINAL , 4 GAS: ROUGH - . FINAL ,. — - , FINAL BUILDING t -.. `.' w. ` - r i. Aw y DATE CLOSED OUT, + r ASSOCIATION PLAN NO. - r, BOISE CASCADE - BC CALCTM 2000b DESIGN REPORT - US Monday,March 19,2001 08:17 File Single - 11 7/8" AJS 10 Name: B WTLBER_CUM.BCC Job Name - CUMMAQUID GOLF COURSE Customer - BERNARD WILBER 1! Address - Specifier - Designer - Joe Madera '3 City,State,Zip - Company: - SHEPLEY WOOD PRODUCTS Code Reports - BOCA 99-23,SBCCI 9707A,ICBO 5504 Misc: - Member Diagram ., -]0 12 Standard Load-30 PSF 115 PSF OC Spacing 16" iPIMEMIEBOREZIEBRIMITEMBEEEMENEEMINIEMINEMEEMENEEMEMEMIONIIIMEMINEW A7-S/a" 360 lbs LL 360 lbs LL 18 lbs DL 180 lbs DL Total Horizontal Length-18-00-00 General Data .Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live • Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 18-00-00 30 PSF 15 PSF 16" 115 Member Type: - - Rafter - - 1 Number of Spans - 1 Controls Summary Left Cantilever - No Control Type, Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 2430 ft-lbs 62.5% @ 115% 2 1 -Internal End Reaction 540 lbs 41.0% @ 115% 2 1 -Left Slope 0/12 otat Deflection L/520(0.415") 34.6% - 2 1 - OC Spacing 16" Live Deflection U780(0.277") 30.8% 2 1 Repetitive Yes . Span/Depth -. 18.2 - 1.. Construction Type n/a Live Load 30 PSF NOTES: ,,Iy''oG Dead Load 15 PSF Design meets Code!minimum(U180)Total load deflection criteria. ������`� Part Load . 0 PSF Design meets-Code-minimum{L/240)Live-load deflection criteria. Duration 115 Slope=0,consider drainage. Ile 6.55e 5 Minimum End bearing length is 1-3/4". Disclosure The completeness and accuracy of r� the input-must be-verified by anyone- _ // /s, 4 f S l0 /Lif OG who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis • r • methods. Installation of Boise ,C y` 5 41 ' Cascade engineered wood products G must be in accordance with-the - • (^G r t s current Installation Guide and the applicable building codes. To , obtain an Installation Guide or if you . have any questions,please call (800)232-0788 before beginning. product installation. 1 ND c-_S a (. --- Page 1 of 1 BCI®and Versa-Lam®are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTM 2000b DESIGN REPORT- US Monday,March 19,2001 08:17 Single — 11 7/8" AJS 10 Name: BILBER_C UM.BC c Job Name - CUMMAQUID GOLF COURSE Customer - BERNARD WILBER Address - Specifier - Designer - Joe Madera City,State,Zip - Company: - SHEPLEY WOOD PRODUCTS Code Reports - BOCA 99-23,SBCCI 9707A,ICBO 5504 Misc: - Member Diagram ao 12 Standard Load-30 PSF 115 PSF OC Spacing 16" Ji-s14 360 lbs LL 360 lbs LL 183 lbs DL 180 lbs)L Total Horizontal Length-18-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard UnfArea Load Left 00-00-00 18-00-00 30 PSF 15 PSF 16" 115 Member Type: - Rafter Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 2430 ft-lbs 62.5% @ 115% 2 1 -Internal End Reaction 540 lbs 41.0% @ 115% 2 1 -Left Slope 0/12 Total Deflection U520(0.415") 34.6% 2 1 OC Spacing 16" Live Deflection L/780(0.277") 30.8% 2 1 Repetitive Yes Span/Depth 18.2 1 Construction Type n/a Live Load 30 PSF NOTES: Dead Load 15 PSF Design meets Code minimum(U180)Total load deflection criteria. ��. Part Load 0 PSF Design meets Code minimum(L/240)Live load deflection criteria. Duration 115 Slope=0,consider drainage. TYb 5Sg$ Minimum End bearing length is 1-3/4". Disclosure The completeness and accuracy of the input must be verified by anyone j/ ( j�j 112 �4 " OG who would rely on the output as d rl evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis • methods. Installation of Boise f + Cascade engineered wood products / g T t must be in accordance with the W L 1 15 current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. NO SGa �t— Page 1 of 1 BCI®and Versa-Lam®are registered trademarks of Boise Cascade Corp. 1 1 I ' 1 1 1 i 1 i 1 I , ' 1 i i -I • 1 1 1 —I — 1 i .4-1 . I - - • 1 1 1 1 _________i_,,,,_,H.___1_,1_ 1 i , _ 1 _i, f_2° ; -;.._ ' •-..''' - _____ r-1-----1-1 I el, ti* i I I 1 ; I I 1' I 2. 't -''''''''."-;;:-.4..";...,'-'....;-..4'.'"r;4.:7' -^-.'4;'1 '.4.•'I''4. '----‘-'-. . 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