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Richard V.Scali,Interim Director L Building Division Tom Perry;CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 AUG 13 iij-3 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTS AANSTABLE 4 125-Lo Not Valid without Red X-Press Imprint Map/parcel Number Property Address I 104104 �rAsia/ �e [Residential Value of Work$ -5660 a Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address C o nr an ajah V V tgzub b 2 — PcASS Nyd Mae N 105 T-o Contractor's Name eAeyO&es Telephone Number Sb�— 7-7 Home Improvement Contractor License#(if applicablee) 420 f?j Email: Construction Supervisor's License#(if applicable) W C�Z-1 3 [�Workman's Compensation Insurance Check one: ❑ I am a sole proprietor h,/�am the Homeowner i have Worker's Compensation Insurance Insurance Company Name Rma ualfr,_-, Workman's Comp.Policy# p,11Z 05 1 01V Copy of Insurance Compliance Certificate must accompany each permit. Permit Req st(check box) Re-roof(hurricane nailed)(stripping old shingle All construction debris will be taken to n) t�d 091 67-ee)rge Mwr) 6jr-aci Catia,41TCe4 010*c h cofur ewitb El Re-roof(hurricamb nailedf(not stripping. Gojilg over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. '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. A copy of the Home Improvement Contractors License&Construction Supervisors License is required. SIGNATURE: TAKEVIN D\Building Changes PRESS PERMI RESS.doc Revised 061313 °F INE hy Town of Barnstable. _f Regulatory Services MASS. Thomas F.Geiler,Director Mp. 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 X6) ,as Owner of the subject property hereby authorize 640P l-Or-t ��(15_ —to act on my behalf, in all matters relative to work authorized by this building permit application for: . (Address of Job) sj a " e of Owner Date Print Name ZLA&� QFORMS:0wNEUERMISSI0N TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map "D Parcel V Application# C) Health Division Conservation Division Permit# Tax Collector Date Issued 69 Treasurer Application Fee J - d Planning Dept. Permit Fee Date Definitive Plan ARPr by Planning Board Historic-OKH Q Preservation/Hyannis Project Street Address 1 -7 Q7- C1 I AAJ —/L}, Village CL- = Owner 1 2,+'y Address /313 Ze,14 3'7 Telephone — Z Permit Request Square feet: 1st floor:existing b' proposed Sw—,E 2nd floor:existing 7-1 'Z proposed 540—_Total new Zoning District Flood Plain Groundwater Overlay Project Valuation (OD0,cap Construction Type d Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family U TWO Family ❑ Multi-Family(#units) Age of Existing Structure /f5b-I f 5V Historic House: ❑Yes ❑No On 02d King's Highway: � El No Basement Type: ❑Full ❑Crawl ❑Walkout C-Other Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) �aP Number of Baths: Full:existing 2- new 3 Half:existing l new Number of Bedrooms: existing new Total Room Count(not including baths):existing new 16 First Floor Room Count S_ Heat Type and Fuel: ❑Gas AOil ❑ Electric ❑Other Central Air: ❑Yes ;®No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 4b:Alo 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 XNo If yes, site plan review# Current Use Proposed Use r - C�`o e C'6 c✓ P�� �i�f BUILDER INFORMATION e� Name �'�° S 13,6e ✓ Telephone Number 5 3 40a 2,2-Z,-Pl Address 4ps License# Home Improvement Contractor# .3 Z. -5-3J--' Worker's Compensation# 1�01 13 ?Pb I ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING i DATE CLOSED OUT ASSOCIATION PLAN NO: v�f HEM Town of Barnstable Regulatory Services vXASS, Thomas F.Geller,Director Building Division. Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA b2601 www.town.b arnstabl e.mams Office: 508-862-403 8 Fax: 508-790-6230 Property Owner bust Complete and Sign This Scction. -If Using ABuilder I, 7l-7'©197,f-s' �.4e4-/A l ,as.Owner of the subject property hereby authorize 11:�, Z W� 97 /3 7�� to act on mY behalf, in all matters relative to work authorized by this building permit application for, / _Z�/�i.�✓ ��7� (Address of Job) igna of Owne Date Print Name Q:F0RMS:oWNERPERMZMS10N o y. J WSTIN& CORIDMoAS -G Fo— I a a a ' D R A W I N G 0 resT Loots p�nrl —fXISrtM� LDNbtilo�]� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION t Map Parcel b; ApplicationrJ(� O Health Divisionae-e: VJ k_, Conservation Division "'Permit# Tax Collector Date Issued T11qCO Treasurer Application Fee 00 Planning Dept. Permit Fee -7L+- (o 7 WKs�a Date Definitive PlartAp rov y Pla ning Board Historic-OKH P eservation/Hyannis PIZ., Project Street Add s �c�l a.4,.� TiZq a Village Owner �YIU�'I,�-c �� ��' Address / 3> 3 G�� SLii„i-;-vtj 57 Telephone l7 - Permit Request TyTe/zoniZ flz*-h)w ?S- JR,6 e r ,ay ou7 190ss44 s Ian no.. oX z � St uel.a/ s7��''e".., Ai,- clen_ 4 ai P�x ax olL�c✓ Iy.z { l 41s rn 2--I C_) Square feet: 1 st floor:existing z z- proposed fir: 2nd floor:existing <yz z proposed Sim Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio Do U Construction Type Lot Size / �� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 1K Two Family ❑ Multi-Family(#units) Age of Existing Structure I,Fso -/7.rb Historic House: des ❑No On Old King's Highway: 5'_�Yes ❑No Basement Type: YFull dC rawl ❑Walkout ❑Other { Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) -M Number of Baths: Full:existing 2 new 3 Half:existing / new Number of Bedrooms: existing new 5� Total Room Count(not including baths):existing // new /0 First Floor Room Count Ir Heat Type and Fuel: ❑Gaffs Y iI ❑Electric ❑Other Central Air: ❑Yes 21 0 Fireplaces: Existing wvoj Newer Existing wood/coal stove: ❑Yes Flo Detached garage:IN existing ❑new size Pool:❑existing ❑new size Barn:Laexisting ❑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 BUILDER INFORMATION Name &iAy llor,44vtd Telephone Number ;s - 3 9oP- Address ar CAVo&r License# C G✓ �� t�I& Home Improvement Contractor# 13 'L S-33-_ Worker's Compensation# t0l .J_ 5 6 1 e i ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 2/ Z 7A FOR OFFICIAL USE ONLY n PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER •. DATE OF INSPECTION: FOUNDATION FRAME iy� �(�l� r/ 4!a � e � INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 1 7 i . DATE CLOSED OUT ASSOCIATION PLAN NO. r voflHe Town of Barnstable °* Regulatory Services LZAPIWWLA = Thomas F.Geller,Director ' �4i'°jEc►A�',�� , Building Division.' Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA b2601 www.town.b arnstabl e.ma.us office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section. •If Using A Builder as.OFner of the subject property hereby authorize to act on my behalf, IV in all matters relative to work authorized bythis building permit application for. o • �� MIA (Address of Jo b S a re er Da e V� PAL Print e I • Q:F0RMS:0WrIMUMUV ISSION °�y The Town of Barnstable S. Department of Health Safety and Environmental Services ,P�P Building Division 367 Main Street,Hyannis,MA 02601 t> ( L 1.862-4038 3490-6230 PL 4N REVIEW virer: 'TZ�6640 5 5 M*tj !4-�" Map/Parcel: '5- S— ® / )jectAddress: 1 7 1 "fl9r1 T6¢1L Builder: U�P'i 141 gghkj, i ie following items were noted on reviewing: / B 4 T1:'F M P C—R-6--is LI4 W IN Tv S fr wim aw _S 70 viewed b � j y te: O t 0 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 01 Change of Contractor/Builder $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x .0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE o 2J-Yq . square feet x$64/sq.foot= /�ZQ� x .0041= 7 y • Z plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x .0041= ACCESSORY STRUCTURE>120 sq. ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x .0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost Rev:063004 Table JS.2.lb(eoatinaed) Prescriptive Packages for Due and Two-Family Residential Bnlldings Heated with T012 I Fuels. MAXIMUM MINIMUM Glazing Glazing Ceiling Wall Floor Basement > Slab Heating/Cooling Area'C�a) U-value= R-value' R-value' R-value' Wall Peairneter Equipment E1Sciwcy' P=kge R-value° R-valuer 5701 to 6500 Heating Degree Daye 12% 0.40 38 13 19 10 6 Normal R 12% 0.52 30 19 l9 10 6 Normal S 12% 0.50 38 13 19 10 6 85-AFUE T 15% 0.36 38 13 23 N/A N/A Normal U 15% 0.46 38 19 19 10 6 Normal V 15% 0.44 38 13 25 N/A WA 85 AFUE W 15% 0.52 30 19 19 10 6 85 AFUE X 18% 0.32 38 13 25 N/A N/A Normal Y 18% 0.42 38 19 25 N/A N/A Normal Z 18% 0.42 38 13 1 19 10 6 90 AFUE AA 19% 0.50 30 19 1 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: t 7 7;✓011AAJ TZ C �,(A 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: Z- u 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): j !� 5. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forr 4980303a Quadruple 1-3/4" x 11-7/8" VERSA-LAM0 2.0 3100 SP Floor BeamXFB02 3C,CALC®'9.3 Design Report-US 1 span No cantilevers 0/12 slope Monday,July 31,200613:21 3uild 047 File Name: B Hibbard 17 Indian TraiLBCC Job Name: Thomas Shanahan Description: SUPPORTING SECOND FLOOR 4ddress: 17 Indian Trail Specifier. City,State,Zip: Cummaquid,MA Designer: Joe Madera Customer: Brian Hibbard-Cape Cod Plumbing Company: Shepley Wood Products Code reports: ESR-1040 Misc: ',-7 1.., M ��P n" '.d, 13-0"0 T^,a7> 30,3-1/2" 61,3-10 -L 3645 Ibs LL 3645 Ibs X 2689 Ibs DL 2669 Ibs 3L 1823 Ibs SL 1823 Ibs Total Horizontal Product Length=13-06.00 Load Summary Live Dead Snow VViind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Tr1b. 1 Standard Load Unf.Area(psi) Left 00-00-00 13-06-00 40 10 09-00-00 2 int wall Unf.Lin.(pit) Left 00-00-00 134)"0 60 nfa 3 ceiling Unf.Area(psf) Left 00-00-00 13-06-00 20 10 09-00-00 4 roof Unf.Area(psi) Left 00-00-00 13-06-00 15 30 09-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pas.Moment 25691 ft-Ibs 52.5% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 6608 Ibs 36A% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U389(0.403-) 61.7% 13 1 output as evidence of suitability for Live Load Defl. U580(0.27') 62.1% 13 1 particular application.Output here based Max Defl. 0.403" 40.3% ' 13 1 on building code-accepted design Span/Depth 13.2 n/a 1 Insstaalllation o BOISE engineered wood products must be In accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x tM Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 8157 Ibs 91.8% 88.8% Spruce-Pine-Fir (8 ask questions,please call B1 Post 3-1/2"x 3-1 a' 8157 Ibs 91.8% 88.8% Spruce-Pine-Fir 00)232-0788 before installation. BC CALCO,BC FRAMERS,AJSTm, Cautions ALWOISTS,BC RIM BOARDTM BCI®, Member is not fully supported at post BO. A connector is required at this bearing. BOISE 9 M S SIMPLE FRAMING SYSTEM�1.V V ERSA LAMA,VERSA-RIM Column at Bearing BO analyzed for bearing only,column analysis has not been performed. PLUS®,VERSA-RIM®, Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRANDS,VERSA-STUDS are Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. trademarks of Boise wood Products, L.L.C. Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Fastener Manufacturer: Simpson Strong-Tie, Inc. OF '�Isf vv .� We v BAbI N o ST h D Pm ► T �t pF'TS/ON& `7-3 r-& BOISE' Double 9-1/2" AJSTm 20 MSR JoistWitchenWO2 BC CALC®9.3 Design Report-US 1 span I No cantilevers 0/12 slope Wednesday, July 26, 2006 13:58 Build 047 16"OCS Repetitive Glued&nailed construction File Name: B Hibbard_17 Indian Trail.BCC Job Name: Thomas Shanahan Description: I-Joist Alternate Address: 17 Indian Trail Specifier: City, State,Zip: Cummaquid, MA Designer: Joe Madera Customer: Brian Hibbard-Cape Cod Plumbing Company: Shepley Wood Products Code reports: ESR-1144 Misc: 13-00-00 BO,2-1/2" 81,2-1/2" LL 347 Ibs LL 347 Ibs DL 87 Ibs DL 87 Ibs Total Horizontal Product Length=13-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 13-00-00 40 10 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1346 ft-Ibs 19.8% 100% 1 1 - Internal Completeness and accuracy of input must End Reaction 419 Ibs 18.3% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U1566(0.097") 15.3% 1 1 output as evidence of suitability for Live Load Defl. U1958(0.078") 18.4% 1 1 particular application.Output here based 0.097" 9.7% 1 1 on building code-accepted design Max Defl. Span/Depth 0.0 1 properties and analysis methods. p P n Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 2-1/2"x 5" 433 Ibs 8.2% n/a Spruce-Pine-Fir or ask questions,please call 61 Wall/Plate 2-1/2"x 5" 433 Ibs 8.2% n/a Spruce-Pine-Fir (800)232-0788 before installation. BC CALC®, BC FRAMER®,AJS-, Notes ALLJOIST@, BC RIM BOARD TM BCI@, BOISE GLULAMT^^ SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary (1") Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD®are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise Wood Products, L.L.C. Page 1 of 1 BOISE- Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beaml...T1302 BC CALC'®9.3 Design Report.-US 1 span No cantilevers 1 0/12 slope Wednesday,July 26, 2006 13:54 Build 047 File Name: B Hibbard_17 Indian Trail.BCC Job Name: Thomas Shanahan Description: LIVING ROOM SLIDER HEADER Address: 17 Indian Trail Specifier: City State,Zip: Cummaquid,MA Designer: Joe Madera Customer: Brian Hibbard-Cape Cod Plumbing Company: Shepley Wood Products Code reports: ESR-1040 Misc: 5 4 1 10-06-00 BO,3-1/2" LL 368 lbs DL L 68bs l L DL 758 Ibs 758 bs SL 158 Ibs SL 158 Ibs 158 Ibs Total Horizontal Product Length=10-06-00 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 10-06-00 40 10 01-00-00 2 ext wall Trapezoidal(plf) Left 00-00-00 60 n/a 05-03-00 140 n/a 3 ext wall Trapezoidal(plf) Right 00-00-00 60 n/a 05-03-00 140 n/a 4 attic Unf.Area(psf) Left 00-00-00 10-06-00 30 10 01-00-00 5 roof Unf.Area(psf) Left 00-00-00 10-06-00 15 30 01-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 2884 ft-Ibs 20.7% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 928 Ibs 14.7% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U1026(0.117") 23.4% 2 1 output as evidence of suitability for Live Load Defl. U2635(0.046") 13.7% 2 1 particular application.Output here based Max Defl. 0.117" 11.7°l0 2 1 on building code-accepted design properties and analysis methods. Span/Depth 12.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 1283 Ibs 14.4% 14.0% Spruce-Pine-Fir or ask questions,please call B1 Post 3-1/2"x 3-1/2" 1283 Ibs 14.4% 14.0% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO,BC FRAMER®,AJS-, Cautions ALLJOISTO,BC RIM BOARD- BCI®, BOISE GLUTAMT"" SIMPLE FRAMING Column at Bearing BO analyzed for bearing only,column analysis has not been performed. SYSTEM®,VERSA-LAW,VERSA-RIM Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum(L/240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1')Maximum load deflection criteria. Connection Diagram b d a c a minimum=2" c=5-1/2" b minimum=3" d=12" Member has no side loads. P%WjW fre: 16d Sinker Nails BOISE- Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F13O1 EC CALL®9.3 Design Report.-US 1 span No cantilevers 0/12 slope Wednesday, July 26, 2006 13:54 Build 047 File Name: B Hibbard_17 Indian Trail.BCC Job Name: Thomas Shanahan Description: SLIDER HEADER Address: 17 Indian Trail Specifier: City, State,Zip: Cummaquid, MA Designer: Joe Madera Customer: Brian Hibbard-Cape Cod Plumbing Company: Shepley Wood Products Code reports: ESR-1040 Misc: 2 4 3 1 l0 111A fs y BO,3-1/2" LL 1313 Ibs 61, LL 1313 lbsbs DL 1388 Ibs DL 1388 Ibs SL 788 Ibs SL 788 Ibs Total Horizontal Product Length=10-06-00 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 10-06-00 40 10 05-00-00 2 ext wall Unf. Lin. (plf) Left 00-00-00 10-06-00 80 n/a 3 2nd fl ceiling Unf.Area(psf) Left 00-00-00 10-06-00 10 10 05-00-00 4 roof Unf.Area(psf) Left 00-00-00 10-06-00 15 30 05-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 8374 ft-Ibs 52.2% 115% 13 1 -Internal Completeness and accuracy of input must End Shear 2768 Ibs 38.1% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U397 (0.304") 60.5% 2 1 output as evidence of suitability for Live Load Defl. U659 (0.183") 54.7% 2 1 particular application.Output here based Max Defl. 0.304" 30.4% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 12.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearin_g Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 3488 Ibs 39.3% 38.0% Spruce-Pine-Fir or ask questions,please call B1 Post 3-1/2"x 3-1/2" 3488 Ibs 39.3% 38.0% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO,BC FRAMER®,AJS-, Cautions ALLJOISTO, BC RIM BOARD TM BCI®, BOISE GLULAMT"' SIMPLE FRAMING Column at Bearing BO analyzed for bearing only, column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum(U240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360) Live'8oad deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram �I b d a yr c $ A L a minimum=2" c=5-1/2" b minimum=3" d = 12" Member has no side loads. �,Q Connectors are: 16d Sinker Nails rJ roof c2- Page 1 of 1 ,/ ( t 6 Ci -2— Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 Sty Floor Beaml-AF1301 BG CALCO 9.3 Design Report-US 1 span No cantilevers 0/12 slope Monday,July 31,200613:22 Build 047 File Name: B Hibbard 17 Indian Trail.BCC Job Name: Thomas Shanahan Description: STAIRS AT LIVING ROOM Address: 17 Indian Trail Specifier: City State,dip: Cummaquid,MA Designer: Joe Madera Customer: Brian Hibbard-Cape Cod Plumbing Company: Shepley Wood Products Code reports: ESR-1040 Misc: 4 2 1 VAP ems'Ell S _ •„�.� .. f n 4p v� .. K +. :'f'° .c Kam. ;1�. _^. 1406-00 BO,3-1/2" B1,3-10 LL 5111 Its LL 5111 lbs DL 2018 lbs DL 2018 Ibs Total Horizontal Product Length=14406-00 Load Summary Live Dead Snow Wind Roof Uve Tag Description Load Type Ref. Start End 100% 80% 115% 133% .125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 14-06-00 40 10 07-06-00 2 Unf.Area(psi) Left 00-00-00 14-06-00 40 10 04-06-00 3 int wall Unf.Lin.(pit) Left 00-00-00 14-06-00 60 n/a 4 attic Unf:Area(psi) Left OMO-00 14-06-00 30 10 07-06-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 24236 ft4bs 57.0% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 5870 lbs 37.2% 100% 1 1 -Left be verified by anyone who would rely on Total Load Dell. U383(0.44-) 62.7% 1 1 output as evidence of suitability for Live Load Deft. U534(0.316-) 67.40/6 1 1 particular application.Output here based Max Defl. 0.44" 44.0°/6 1 1 on building code-accepted design properties and analysis methods. Span/Depth 14.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Sup its Dim L x tM Value Support Member Material building codes.To obtain Installation Guide ! or ask questions,please call BO Post 3-12"x 3-10 7129 Its 80.3% 77.6% Spruce-Pme-Fir (800)232-Q788 before installation. B1 Post 3-12"x 3-12" 7129 lbs 80.3% 77.6% Spruce-Pine-Fir BC CALC®,BC FRAMERS,AJS'm, AU JOISTO,BC RIM BOARDTM,BCI®, Cautions BOISE GLULAM-.SIMPLE FRAMING Member is not fully supported at post BO. A connector is required at this bearing. SYSTEM®,VERSA-LAW,VERSA-RIM Column at Bearing BO analyzed for bearing only,column analysis has not been performed. PLUS®,VERSA-RIM®, Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRAND®,VERSA-STUD®are Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. trademarks of Boise Wood Products, LLC. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram b 0—= of4gff °v BRAM IEL E o CM a minimum=1-1/2"c=8-7/8" b minimum=4" d 24" e minimum= 1" Member has no side loads. Connectors are:SDS 1/4 x 6 EAR'V ;`EDGE OF '` �. WET LAN d " '. •.."°�' .,"`.►-. . 110 3`1 ;jD AL 3 LOT 5F WETLAND r UWLAND AREA = 67.470f +sf BARN ; C",� 72 ! FND. AL WETLAND AREA 7,620t sf © �¢9�' -� Co / Co tS AL AL ,L j TOTAL AREA = 75,090t s#AL ILA o! CATCH (t .7?. t acres) • -. F '. / ,�' o k/ST`MC ` BASIN m 29 w _ t c? j CB FND r t.Yl..TING 44.3' OWf LING PG. 133. t Q gar q 3 ` a+ L0T 5G in UPlA ? AREA 47,047 t sf o Jb o WT1 AIL1 `AREA 42f sf +� ."'• cr _ - 2 0 C a TOTAL. AkEA ,47,289± sf (1 .09t acres) S.# 16.25 - CB 1 r 00 6 �- - 1 low I tME�°�� The Town of Barnstable ° M��" Department of Health Safety and Environmental Services ►079. �e M ' Building Division 367 Main Street,Hyannis,MA 02601 DD 508-862-4038 C. 508.790.6230 PLAN REV W Owner: •Tf064145 -5/A*rI Map/Parcel: �- S� . 0 J Project Address: K Di p�� 14 1L Builder: �R-I 0 141-990p-1, i The following items were noted on reviewing: Q r"L6-o 2 B 4T7+ Cr L)4 S S TV - t= c.� S f INbows A.-rZ� -To gLc tj ��W I Reviewed by: V � Date: l i j TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 6 Application# �1(1 Health Division Conservation Division Permit# Tax Collector Date Issued Treasurer Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis V � ' Project Street Address Village Owner Address Telephone Permit Request 51 4 ( 0 Square feet: 1 st floor:existing proposed T 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 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 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 ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑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:0 existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial 0 Yes ❑No If yes, site plan review# Current Use Proposed Use tt AAct` BUILDER INFORMATION Name w`�n �VM�VM6'r Telephone Number 4 1 d Address 15 i O GI � !`� 4 License# llbo,�in AA Home Improvement Contractor# Worker's Compensation# I� ALL CONS T CTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO I SIGNATURE DATE Y FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. i ADDRESS VILLAGE I i 7 OWNER r , DATE OF INSPECTION: FOUNDATION FRAME F INSULATION i FIREPLACE { ` ELECTRICAL: ROUGH FINAL ` PLUMBING: ROUGH FINAL } GAS: ROUGH FINAL FINAL BUILDING k DATE CLOSED OUT 3 i ASSOCIATION PLAN NO. Town of Barnstable �OFIHE � Regulatory Services SSiAB z Thomas F.Geiler,Director aU►ss. 9 4 abs9• .�� Building Division 3�Fo Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Dffice: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION OPlease Print DATE:, V 6 ' cm JOB LOCATION: 1vIA` 3eer street village " W HOMEONER": home phone# wor pho4# CURRENT MAILING ADDRESS: (� ! city town state zip c e .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 Persons)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. 4n�e�umnned"homeowner"certifies that he/she understands the Town of Barnstable Building Department pection procedures and requirements and that he/she will comply with said procedures and . weer p ov f Bui Official ote: 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 EX1+a =ON 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 care t amend and adopt such a form/certification for use in your community: .Q:forms:bomeexempt Jv oFTME r Town of Barnstable Regulatory Services BAMSTABLE, tKAss Thomas F.Geiler,Director prFo �A Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF LICENSED CONSTRUCTION SUPERVISOR I, aMA , owner of property located at Uu l %, ereby certify that s no longer Construction A W Supervisor listed on the application for the project under construction as authorized by building permit 0� , issued on s ( O 200 L I understand that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. J` RO WNER DAT q/forms/newcontr reference R-5 780 CMR rev:080102 ,r } TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map - Parcel _ Permit# �� Health Division y Date Issued � Z 0®a Conservation Division Fee IT�x Collector '' ` I .Treasurer - C �Nt�[9Z� I Planning Dept. Date Definitive an AD=Yed by Planning Board , Historic-OK reservation/Hyann's Project StreetAddress ! 7 a i Village �`�., ��- ~_ _. � L�Glrf15+QbI e� Owner _ e -CL Si m p y,, J s Address ' Telephone Permit Request (tUYKal,-e. OkcP A)0 Ckc/V-S*S4 Square feet: 1st floor:existing proposed 2nd floor:existing proposed Total new Estimated Project Cost �6-000 Zoning District Flood Plain Groundwater Overlay Construction Type r 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 O Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) d , 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 ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑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 BUILDER INFORMATION Name Telephone Number 41a C) W 5� Uli.hw-b i Ruff Address 71 TARAGON GI R o License# ' COTUI a MA 02635 Home Improvement Contractor (m08) 428-2292 Worker's Compensation# s Y a 36-> 0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE �^ DATE ,/ f Oa FOR OFFICIAL USE ONLY + - ` 'PERMIT NO. , .r ` DATE ISSUED I M _ ` ` ' MAP/PARCEL NO. 4N, c.{, t - a • + ` f r ADDRESS � y; -' VILLAGE OWNER DATE OF INSPECTIO FOUNDATION FRAME ` r . INSULATION s I s ' FIREPLACE ELECTRICAL: ROUGH FINAL _ PLUMBING: ROUGH FINAL = `' GAS' - ROUGH FINAL FINAL BUILDING DATE CLOSED OUT 1 �r06 : s - ASSOCIATION PLAN NO. J !' . {� 1. � • The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Permit no. Date ICr7� AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: Estimated Cost Address of Work: 1u� Owner's Name: S u- 'T Date of Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law ❑Job Under$1,000 Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEM OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THIN ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner. Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav w h nay ��qJ,y'�(act, lx�4f jna, �p�nraom � wl new �uMbin� �dxde xxisl'. � s� W�„dvu 'QZma g115�trw1 C� v°U"/� SMOKE DETECTORS REVIEWED tCVvta�n QSelasl Irl i °sc ai nq dmuw1 11 -- �neW �Iu+.�nn� lixfwcs— � j I r SIA�S aCtlal �P-- BARNSTABLE BUILDING DEPT. DATE -S9 !� 4,6 shawe+� FIRE DEPARTMENT DATE Qxs+ I I BOTH SIGNATURES ARE REQUIRED FOR PERMITTING l — C\ 1 �ar{thons I I Sd Timm/ w/p �h,Kn as '1�A.raom/ � Sp yin. dA(K —35, rivv he" radl a"d Add sfiradwa. I Iw«rs P P C bL4m L' culln�' a l I 1 l l_ II i t-�ISk ual� u I o hew _ Lq 59 Ada cascol p sv °�r owner ZV A S D L•cw-rat) �) (R(C cx Vn INih�a J W/ 3-ro0o cs w►. Srl aQ�l 6rA/T A / ti `61`al I I`n(11 AootS a..fiiir ♦��x�s�in�11wa . Y�uln(1* ' W CohSlYUtl On c� IIMT �ww- 1 t+.w rm%r-� _ ti M Q H _ a S �jl - �XISTINb CoNDIT1oNS �S S 71-11 179 1 �J I W II � l � v Z 0 ... 1 DRAWING N tlrz�r fLOOK rt nH — x�ST�N� cowrnoN� �. a i t4 - — _ -- - - - a ►�� bit ME I P w In►lA46W w/ R askC eS . ...... ._. LLLI C&se-me4 wind ws Diu WInAewS -e�ctC� L�S��n� Wlna�e�l Cwcrc.�"4�1 - 1 ' ./SIn-,Anak st��nc �� i