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0036 CAP'N ISIAH'S ROAD
3� � � / \ r - � r. ..� A f .. ._. .�, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Pa;zel Application# Health Division *P� 3j�A 805o23 Conservation Division 3191 0 Permit# l Tax Collector Date Issued 1 L? 494 Treasurer d Lo Application Fee �� oD Planning Dept. Permit Fee �8 ?, Z0 Date Definitive Plan Approved by Planning Board K EXISTING SEPTIC SYSTEM Historic-OKH Preservation/Hyannis LIMITED TO 3- OF BEDROOMS 0 ," 7! Project Street Address 3(D CAf J•t'\ l 151 A Fl 3 KllA0 Village C TO IT n Owner �' IL Ari�D �rl��Q�KY C � Address �J�O I' [hJ 1A��s 2 �� Telephone 'Toc6- 1(0601 Permit Request M !DPPITI0 N1 o?Q X Z TWO CAe GA6 6 W[TH MM i w S� Square feet: 1 st floor:existing o proposed 2nd floor:existing J i proposed i TotaJ newt Zoning District Flood Plain Groundwater Overlay ; Project Valuation Construction Type Lot Size • W Grandfathered: ❑Yes XNo If yes, attach supporting documentation. Q0 Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Cr% M Age of Existing Structure fi� Historic House: ❑Yes �No On Old King's High y: ❑Yes ❑No Basement Type: ❑Full ❑Crawl >kwalkout ❑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 4 Heat Type and Fuel: Cl Gas ,Oil ❑Electric ❑Other Central Air: ❑Yes �No Fireplaces: Existing New Existing wood/coal stove: ❑Yes XNo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing Cl new size Attached garage:❑existing X new size CAV- Shed`Aexisting ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION ,�p'g3�(lj� (p' �1 � Namey Telephone Number —c� - Address_[� t L�� � License# C5 �!1; Home Improvement Contractor# 13a_ag�A Worker's Compensation# & a>l 5:LC61© X ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO r A55QIA 1&6M "61 SIGNATURE DATE FOR OFFICIAL:USE.ONLY _ •� ° ' '� PERMIT NO. DATE ISSUED MAP/PARCEL`,NO. - ADDRES VILLAGE OWNER DATE OF INSPECTION: , FOUNDATION ' FRAME 6 OE �LGc Z::Z!G INSULATION *2��L� FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH rm , FINAL GAS: ROUGH _� O FINAL `Y FINAL BUILDING dil j f�vt Qtrfrr DATE CLOSED OUT � — ASSOCIATION PLAN NO. " C38 '� • °FINEr° Town of Barnstable Regulatory Services �saxxaBg Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 509-862-4038 Fax: 508-790-6230 Permit no. Date 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. ^ }�DD1 I y Type of Work: r BUJ Estimated Cost I ma, Address of Work: 36 (ifs'FAN N _TSIA _. COME MA Owner's Name: f www P J&0 611 - - 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 THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE 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: A/0 Q VEW qLlh eEkU A Ic*13 Date / Contractor Name Registration No. 44/ 6 Date Owner's Name Q:forms:homeaffidav r Town of Barnstable Regulatory Services_.. _._._....__: ...-._..... ..... ... a 9BAMSTABLF,� Thomas F.Geiler,Director 0 ;. Building Division. Tom Perry, Building Commissioner 20.0 Main Street, Hyannis,MA b2601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder . i I, � I LVI 1 'c7o' I A-dC.S(!✓\ ,as Owner of the subject property hereby authorize �J b , - Y to act on my behalf, in all matters relative to work authorized by this building permit application for. . I �-2 1 1 MS' 2OAD (Address of Job) Signature Date Print Name . QTORMS:OWNERPERMISSION . RESIDENTIAL BUILDING PERMIT FEES AYYLICATION FEE NewBuildings -"., $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Change of Contractor/Builder $2510..0 FEE VALUE WORKSHEET -NEW LIVING SPACE ' .foot= x.0041— -5 �n- . . `iil— re feet x$96/sq plus frombelow(if applicable) ,TERATIONsmZNOVATIONS OF EXISTING SPACE square feet x$64Isq•foot= x.0041= plus frombelow(if applicable) . QAAAGES'(attached8t detached) square feetx$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 of 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feetx$96/sq,foot= x.0041= STAND ALONE PERMITS Open Porch (number)x$30.00= Dec k ��� ,cl✓�.•• 7_x$30.00= j U 63A(- (number) FireplaceMbimneT ______x$25.00= Ingraund Swimming PD01 $60.00 Above Ground Swimming Pool $25,00 Relocation/Noving $150,00 (plus above if applicable) Permit Fee Table Jszih(eaN�maed) 1�reserlpt�n Paeleage9 for dam and Two-Fandly Resideat d EmadbW ewtW tdth F rush IViAJdfMUM � �HeadaglCOoling ' g Gia�a, tee111rs� Wall F1oar Basement Ares'('/•) U.value It vaiue� nlu®� R isium' �Vau Pesimefrx E Fm� d R y e+ Rev 9%16J Pie • 3701 to aa0o xehtja n D td=mI 12•/a GAO 3a 13 19 10 6 ' g' 12`�i 0.�2 30 ' —19 19 10 6 i�Fvaaal ' 9 12`/•' 0a0 34 13 19 !0 39 13 21 NSA'19 19 ,,,.M 0.44- 3a 13' : AM 3'J N!A �A 95 AF M as`.y ash 30 ' 19 ' 19 10 v ?VA N/Amamal ' :18V• '' 0,42 �3a' 19 1'!!,` 3—j IrIA NA ~ •18`l• 0.4Z 33 13 19 10 4 AF{T6 18'/• O.S6 30 19 19 10 8 1.-ADDRESS OF PROPERTY. - VARE.F OTAaE OF R WALLS;: _ — --" ------ 3. SQUARE F00'TAGE OF ALL'GLAZING, 0 3 DIVIDED BY#2); 1 ' 4, /o CtLAZIN4 AREA(# \.A 5, SELECT PACKAGE(Q--AA-see curt above): Y - ��szS�. �.� (�• �� • ���1 1`t �(odd 2��• ce_1,�:_Q3o '. gE; ©Ti3Eit#40EE REVOLVED METHODS OF DETERN@1G ENERGY REQVTS ARE AVAILABLE, ASK VS FOR THIS INFORMATION, BUII,DING INSPECTOR APPROVAL: a row q•fet3ns•�ga303x 7g0 CMR Appendix J lass doors, skylights, and Footnotes to Table J8.2.1b: assemblies ('including sliding-g a doors).to the gross wall Glazing area is the ratio of the s that the glazing o a of the total glazing area may be excluded from the U-value a�irement. b�ement windows if located In Walls enclose conditioned space,but excluding opaque area;�Xprossed as a percentage.Up t desi with 300 fi'of glazing Far example'3 of decorative glass maybe excluded from a building gn 1 1999, glazing U-valves must be tested and docuaiente from Tabthe le et S�in accou�carp fo a After January � Council (IQFRG� test procedure, or taken , the National Fenestration Rating Council cannot be used. whole units: center-of-glass - ;be snbstttuted for R 38 a R values do not assume a raised or ovarslzad fruss cons3tr0u n on m eson acl tod the 1 'Ala.ceiling the exterior walls without compr�sslon, R p caul insu1'ation thiokness ov r . :49 Insulation.. CeningR�Yaldgs MPresent too•sum• if. 5'— _- on nff PA i'nsulafiony be�tib5�I .. for-R cam }nsulatiag sheaf lag mu�t.�q placed between -— Insvlat3 sheathing(if used)• For vent wid, gs, Insutatloa plus insulatuig , , . . ..• •. . .: the bill lgaed space and the ventilated portion of the roof, (If .Do not include` al1.R-values represent the surn.of the wall cavity ias+ilaoa plus insulating sheatliiag'( y� For example,an R-19 mquIIement coin be met EIT�3ER exterior siding, structural sheathing,.end Interior drywall• vI insulation OR R 13 cavity insulation plus R•6 fnsulatima sheathingm. Will �9�n bots a apply to by R 19 ca ty aPp Y wood-frame or rriass(concrete,masonry,log)vratl constcucdons,but 1 to floors over uncandltidned spaces(such as uacopditloned crawlspaces;basetnants,� a The floor requirements apply irements, ' or garage)•Floors over outside air must meet the ceiling reQu a de must' I e entire opaque portion of any individual basement Wall w do's 5dmgs95do doors of conditioned. '�' uiroment'as above-grad requirement meet the Sarno 'R=value rtq Basement doors must Atit,tea door.V,•+valua requ budments must be included with the other glazing. 1 described in Note b. Add an additional R•2 for heated slabs. ou plan to'Install more '!'he R value requirements are for unheated slabs, use compliance approach 3,d;or S. �Y, eat with the lowest a If the building utilizes elgctrla resistance heating P ui en the egdjp1Ti than one piece of heating equipment or more than one place of cooling eq Pm t, efficiency must?neet.or exceed the efficient erclosest c y or town se Tabthe s;leited le 75.2.1a 0 1 ' NOTES: a)plaxing areas and -Values are maximum acceptable levels.Iasulat�'oncRm Ion pia minimum acceptable-levels. R•yalue requirements are for insulation only and do not Include strn . doors in the building enyalope must Nava a U-value no grantor than 095.Door V-valves must be tasted b)Opaque ufacturer in accordance with the NFRC test procedure or taken from tha door U value and docaraented by the man a U•value rating for that door Is not available,include the in Table J1.5.3b• a door contains glass and an aggregate glass area Of the door with your windows and use the opaque door U-V ue to determine0 compliance of the door. One door rnay be excluded from this requirement 0-a"may have a U flan..,basemeAt Wall,slab•edgp,oL cnw1 space wan component ncludes two or more areas with c)If B=Hing, greater than or equal to ereat•insulatiaaievels,the component coaaplles if or door c mp n nts Comp y jjtho arega weighted average U- dlff to R value requirement far that component.Glaung yalue dale windows or doors Is lass than or equal to the U=value requirement(0.35 for doors), � > Town of Barnstable Regulatory Services BAPZW''MASS. Thomas F.Geiler,Director �iOTFp. �� Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: /- f(- 4 �wc-pKtjZ Xk� Map/Parcel: 0 3,?-- 00 Project Address 36 eAP79 inJ -410dl Builder: �� y w The following items were noted on reviewing: c--it' !�e.*nl J4-G4-Fyk.r--7NY 0� JoisTS �7c Nelqsr— NoT c S ' 1 P(E A oN L e>,O e L V l- z -�g j EYL 5 -- -b�L Reviewed by: Ztd4-`e-4- Date: Q:Forms:Plnrvw IBoard of Building Regulations and Standards HOME IM OVEMENT CONTRACTOR i Reg�str ►ati¢tr� / 1/2006. ' x K.P.REMO 1 - KENNETH:PERR — 19 GUILDFORD RD.'°'4 Centerville,MA 02632 - Admioistrato.r,,,! T1. e"rvnwozulea i BOARD OF B;NJILDLNYG REGrULA`T,IO,NS License: CONSTRUCTION SUPERVISOR N.umbe 076820 s Birt. a 965 c p6 8t28 07 no: 1360. R r: ted:� ° I1 KENNETH 0 19 GUILDFORD R !' CENTERVILLE, MA ' � I �j Commissioner' I Dmiel E. Braman, P.E. - C I�.C�f-� 5 Imo•�{ S �_ f�bfl 189 Harbor Point.Rd Cmuwq" MA 0207-0361 -.PQe��cZ t_-C?A t,, el' t. 2 v� c,. 4 s s�.� L,L f vj 9 A Z4-` Va',5 Ldo R-, c� Imo. C> 5ica LOx C 002 W IZ�53(�re ctr�� ��E. ���r� � �RIP� • Lo� fl (4- t4 4Y1 tj �e � S t (o-=.dS o(- v� Z� OF d�IMtGu►S (brlS 6 � tlh �° o�� DANIEI_E. 4rg� UCT N � 's R Yom _�, D RAMSBEAM V2 . 0 - Gravity Beam Design .Licensed to: Dan Braman, P.E. Job: 38 Capn Isiahs Rd.Cotuit Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W14X38 Fy = 36. 0 ksi Total Beam Length (ft) = 24 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 038 k/ft Line Loads (k/ft) : Dist1 Dist2 DLl DL2 Pre DLl Pre DL2 LL1 LL2 0 . 00 24 . 00 0 . 248 0 . 248 0. 000 0 . 000 0 . 660 0. 660 SHEAR: Max V (kips) = 11. 35 fv (ksi) = 2 . 60 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 68 . 1 12 . 0 0 . 0 1. 00 14 . 97 24 . 00 14 . 97 24 . 00 Controlling 68 . 1 12 . 0 0. 0 1. 00 14 . 97 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 3. 43 3. 43 Max + LL reaction 7 . 92 7 . 92 Max + total reaction 11. 35 11 . 35 DEFLECTIONS: Dead load (in) at 12 . 00 ft = -0 . 191 L/D = 1506 Live load (in) at 12 . 00 ft = -0. 441 L/D = 653 Total load (in) at 12 . 00 ft = -0. 633 L/D = 455 RAMSBEAM V2 . 0 - Gravity Beam Design Licensed to: Dan Braman, P.E. "Job:` 38 Capn Isiahs Rd.Cotuit Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = WlOX60 Fy = 36. 0 ksi Total Beam Length (ft) = 24 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 060 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 24 . 00 0 . 248 0 . 248 0. 000 0 . 000 0 . 660 0. 660 SHEAR: Max V (kips) = 11 . 61 fv (ksi) = 2 . 71 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 69. 7 12 . 0 0. 0 1. 00 12 . 54 24 . 00 12 . 54 24 . 00 Controlling 69. 7 12 . 0 0 . 0 1. 00 12. 54 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 3. 69 3 . 69 Max + LL reaction 7 . 92 7 . 92 Max + total reaction 11. 61 11. 61 DEFLECTIONS: Dead load (in) at 12 . 00 ft = -0. 232 L/D = 1239 Live load (in) at 12 . 00 ft = -0. 498 L/D = 578 Total load (in) at 12 . 00 ft = -0. 731 L/D = 394 Daniel E. Braman, P.E. ' C A.��!-, 5(, �{ S _ 4�•fl 189 Harbor Point AU Cumnwgaid MA 02637-0361 PQo.,��Z C4 40f C "%i. C,V-- vJ t o rc�C. o 'z>9A.t z Z4` <=> 1,. U 5 JP--- kJ LOX. Co 0 \,#,j (4 ?l g cvJ �tvv�u►S LortS � � M �� ce.`D o t1.C ..�-.v%-Z41 l�i� °��p�1� OF v o� D r4 ° NMA 5 DfS/0 AL C— � RAMSBEAM V2 . 0 - Gravity Beam Design Licensed to: Dan Braman, P.E. , Jdb: 38 Capn Isiahs Rd.Cotuit Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User -Selected) = WlOX60 Fy = 36. 0 ksi Total Beam Length (ft) = 24 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 060 k/ft Line Loads (k/ft) : Distl Dist2 DLl DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 24 . 00 0 . 248 0 . 248 0 . 000 0 . 000 0 . 660 0 . 660 SHEAR: Max V (kips) = 11. 61 fv (ksi) = 2 . 71 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 69. 7 12. 0 0 . 0 1 . 00 12 . 54 24 . 00 12 . 54 24 . 00 Controlling 69. 7 12. 0 0. 0 1. 00 12 . 54 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 3. 69 3. 69 Max + LL reaction 7 . 92 7 . 92 Max + total reaction 11. 61 11. 61 DEFLECTIONS: Dead load (in) at 12 . 00 ft = -0. 232 L/D = 1239 Live load (in) at 12 . 00 ft = -0 . 498 L/D = 578 Total load (in) at 12 . 00 ft = -0 . 731 L/D = 394 RAMSBEAM V2 . 0 - Gravity Beam Design Licensed to: Dan Braman, P.E. Job: 38 Capn Isiahs Rd.Cotuit Steel Code: RISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W14X38 Fy = 36. 0 ksi Total Beam Length (ft) = 24 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 038 k/ft Line Loads (k/ft) : Dist1 Dist2 DLl DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 24 . 00 0 .248 0 .248 0. 000 0. 000 0 . 660 0 . 660 SHEAR: Max V (kips) = 11. 35 fv (ksi) = 2 . 60 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 68 . 1 12 . 0 0. 0 1. 00 14 . 97 24 . 00 14 . 97 24 . 00 Controlling 68 . 1 12 . 0 0. 0 1. 00 14 . 97 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 3. 43 3 . 43 Max + LL reaction 7 . 92 7 . 92 Max + total reaction 11 . 35 11. 35 DEFLECTIONS: Dead load (in) at 12. 00 ft = -0 . 191 L/D = 1506 Live load (in) at 12 . 00 ft = -0. 441 L/D = 653 Total load (in) at 12 . 00 ft = -0. 633 L/D = 455 r •, 36 �a��-ZSgE.iL�1 Roof Beam[2000 International Buildinq Code(97 NDS)].Ver. 6.00r.5 By: , on: 03-23-2006: 09:44:48 AM Project:-JACKSON RESIDENCE-Location: FRONT SIDE VALLEY RAFTER This analysis was generated by an evaluation version of StruCalc 6.0 Summary: ( 2 ) 1.75 IN x 11.875 IN x 15.0 FT (Actual 18.4 FT) /Versa`-Lam 2800 Fb DF-Boise Cascade Section"Adequate By: 238.0% Controllinq Factor: Moment of Inertia/Depth Required 7.91 In _ Laminations are to be fully connected to provide uniform transfer of loads to all members Span Deflections: Dead Load: DLD-Center- 0.20 IN Live Load: LLD-Center= 0.16 IN = U1343 Total Load: TLD-Center- 0.36 IN = U608 Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 937 LB Dead Load: DL-Rxn-A= 1093 LB Total Load: TL-Rxn-A= 2030 LB Bearing Lenqth Required (Beam only, support capacity not checked): BL-A= 0.64 IN Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 468, LB Dead Load: DL-Rxn-B= 606 LB Total Load: TL-Rxn-B= 1074 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.34 IN Beam Data: Span: L= 15.0 FT Maximum Unbraced Span: Lu= 0.0 FT Beam End Elevation Diff.: EL= 10.6 FT Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Roof Loading: Roof Live Load-Side One: LL1= 25.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Rafter Length(HipNalley)-Side One: RL1= 10.6 FT Tributary Width Based on half span of rafters. Roof Live Load-Side Two: LL2= 25.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Rafter Lenqth(HipNalley)-Side Two: RL2= 10.6 FT Tributary Width Based on half span of rafters. i Roof Duration Factor: Cd= Beam Self Weiqht: BSW= 16' PLF Slope/Pitch Adjusted.Lengths and Loads: Adjusted Beam Lenqth: -Ladi= 18.37 FT Beam Triangular Live Load Adjusted for Slope: TRL= 187 PLF •;Beam Trianqular Dead Load Adjusted for Slope: TRD= 159 PLF. Beam Uniform Dead Load Adjusted for Slope: wD_adj= 13 PLF Properties For:-Versa-Lam 2800 Fb DF-Boise Cascade ,Bending Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E_. 2000000 PSI Stress Perpendicular to Grain: Fc�erp= 900 PSI Adjusted P opeitiesx , �Fb"(T6nsi6n):-/,- Fb'= 3224 PSI justment Factors: Cd=1.15 Cf=1.00 S Fv': Fv'= 328 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 5952 FT-LB 7.5 ft.from left support Critical.moment created by combining all dead and live loads. 'Controlling Shear: V= 1420 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons Witlf Required Sections: Section Modulus(Moment): Sreq= 22.16 IN3 S= 82.26 IN3 Area (Sheaf):" Areq= 6.50 IN2 A= 41.56 IN2 .:Moment o_f%Inertia (Deflection): NOISIA10 Ireq= 144.51 IN4 ""- 1= 488.41 IN4 6Z �Z �d •�Z U'�W �O�Z f Roof Beam[2000 International Building Code(97 NDS)]Ver: 6.00.5 By: , on: 03-23-2006 : 09:42:58 AM Project: JACKSON RESIDENCE-Location: DORMER SIDE VALLEY RAFTER Summary: • This analysis was generated by an evaluation version of StruCalc 6.0 ( 2 ) 1.75 IN x 11.875 IN x 15.0 FT (Actual 15.2 FT) /Versa-Lam 2800 Fb DF-Boise Cascade Section Adequate By: 363.7% Controlling Factor: Section Modulus/Depth Required 6.9 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Span Deflections: Dead Load: DLD-Center- 0.09 IN 1 Live Load: LLD-Center= 0.11 IN = U1620 Total Load: TLD-Center= 0.20 IN = U916 Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 937 LB Dead Load: DL-Rxn-A= 687 LB Total Load: TL-Rxn-A= 1624 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 0.52 IN Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 468 LB Dead Load: DL-Rxn-B= 393 LB Total Load: TL-Rxn-B= 862 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.27 IN Beam Data: Span: L= 15.0 FT Maximum Unbraced Span: Lu= 0.0 FT Beam End Elevation Diff.: EL= 2.65 FT Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Roof Loading: Roof Live Load-Side One: LL1= 25.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Rafter Length (HipNalley)-Side One: RL1= 10.6 FT Tributary Width Based on half span of rafters. Roof Live Load-Side Two: LL2= 25.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Rafter Length(HipNalley)-Side Two: RL2= 10.6 FT Tributary Width Based on half span of rafters. Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 13 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 15.23 FT Beam Triangular Live Load Adjusted for Slope: TRL= 187 PLF Beam Triangular Dead Load Adjusted for Slope: TRD= 116 PLF Beam Uniform Dead Load Adjusted for Slope: wD_adj= 13 PLF Properties For: Versa-Lam 2800 Fb DF-Boise Cascade Bending Stress: Fb=. 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 900 PSI Adjusted Properties Fb'(Tension): Fb'= 3224 PSI Adjustment Factors: Cd=1.15 Cf=1.00 FV: Fv'= 328 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 4766 FT-LB 7.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: , V= 1326 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 17.74 IN3 S= 82.26 IN3 Area(Shear): Areq= 6.07 IN2 A= 41.56 IN2 Moment of Inertia (Deflection): Ireq= 95.98 IN4 1= 488.41 IN4 I Roof Beam[2000 International Building Code(97 NDS)]Ver: 6.00.5 ' By: , on: 03-23-2006 : 09:58-12 AM Project: JACKSON RESIDENCE.-Location: RAFTER OPPOSING VALLEYS Summary: This analysis was generated by an evaluation version of StruCalc 6.0 (2 ) 1.75 IN x 9.25 IN x 15.0 FT (Actual 21.2 FT) /Versa-Lam 2800 Fb DF-Boise Cascade Section Adequate By: 84.1% Controlling Factor: Moment of Inertia/Depth Required 7.55 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load:- DLD= 0.77 IN Live Load: LLD= 0.00 IN = U254558400 Total Load: TLD= 0.77 IN = U331 Reactions(Each End): Live Load: LL-Rxn= 0 LB Dead Load: DL-Rxn= 1168. LB Total Load: TL-Rxn= 1168 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.37 IN Beam Data: Span: L= 15.0 FT Maximum Unbraced Span: Lu= 0.0 FT Beam End Elevation Diff.. EL= 15.0 FT Pitch Of Roof: RP= 3 : 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Roof Loading: Roof Live Load-Side One: LL1= 25.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 0.0 FT Roof Live Load-Side Two: LL2= 25.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Roof Duration Factor: Cd= i 1.15 Wall Load: WALL= 100 PLF Beam Self Weight: BSW= 14 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length. Ladj= 21.21 FT Beam Uniform Live Load: wL= 0 PLF Beam Uniform Dead Load: wD_adj= 110 PLF Total Uniform Load.-. wT= 110 PLF Properties For: Versa-Lam 2800 Fb DF-Boise Cascade Bending Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI ,Modulus of Elasticity: E= 2000000 PSI 'Stress Perpendicular to Grain: Fc_perp= 900 PSI `. Adjusted Properties Fb'(Tension): Fb'= 2594 PSI Adjustment Factors: Cd=0.90 Cf=1.03 Fv': Fv'= 257 PSI Adjustment Factors: Cd=0.90 Design Requirements: Controlling Moment: M= 4380 FT-LB 7.5 ft from left support Critical moment created by dead loads only on all span(s). Controlling Shear: V= 776 LB At a distance d from support. Critical shear created by dead loads only on all span(s). Comparisons With Required Sections: Section Modulus(Moment): Sreq= 20.26 IN3• S= 49.91 IN3 Area (Shear): Areq= 4.54 IN2- A= 32.38 IN2 Moment of Inertia (Deflection): Ireq= 125.41 IN4 1= 230.84 IN4 r Uniformly Loaded Floor Beam(2000 International Buildinq Code(97 NDS) J Ver: 6.00.5 3v; on: 03-23-200(55: 10:23:40 AM Project: JACKSON RESIDENCE-Location: GARAGE DOOR HEADERS Summary: This analysis was generated by an evaluation version of StruCalc 6.0 ( 3 ) 1.75 IN x 9.5 IN x 9.0 FT /Versa-Lam 2800 Fb DF-Boise Cascade Section Adequate By: 400.6% Controllinq Factor: Section Modulus/Depth Required 5.27 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.05 IN = U2111 Total Load: TLD= 0.07 IN =U1471 Reactions(Each End): Live Load: LL-Rxn= 1170 LB Dead Load: DL-Rxn= 509 LB Total Load: TL-Rxn= 1679 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.36 IN Beam Data: Span: L= 9.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 6.5 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 260': PLF Beam Self Weiqht: BSW= 16, PLF- F Total Maximum Load:• wT= 373 PLF Properties For: Versa-Lam 2800 Fb DF-Boise Cascade Bendinq Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity; E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 900 PSI Adjusted Properties Fb'(Tension): Fb'= 2874 PSI Adjustment Factors: Cd=1.00 Cf=1.03 Fv': Fv'= 285 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 3177 FT-LB 4.5 ft from left support Critical moment created by combining all dead and live toads. Coritrollinq Shear: V= 1410 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 15.77 IN3 S= 78.97 IN3 Area (Shear): Areq= 7.42 IN2 A= 49.88 IN2 Moment of Inertia (Deflection): Ireq= 63.96 IN4 1= 375.10 IN4 1 d i � � � � r I tS • � r BC CALC®2003 DESIGN REPORT- US Tuesday,March 23,200410:18 Single 9 1/2" AJSTm 25 NISR File Name: BC CALC Project:J01 Job Name: JACKSON Description: Address: Specter: City,State,Zip:, Designer: CADZOOKS Customer. Company: Code reports: ISR-1144 Misc: DESIGNED FOR GREATEST 1st FLOOR SPAN Standard Load-40 psf 110 psf OC Spacing 12" BO,1-1/r' 380lbs LL Bt, lbs . 380 Ibs LL 95 Ibs DL 95 Ibs DL Total Horizontal Length-19-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 19400-00 Live 40 psf 12" 100% Member Type: Joist Dead 10 psf 12" 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Slope: 0/12 Moment 2256 ft-Ibs 46.9% 100% 2 1 -Internal Neg.Moment 0 ft-Ibs n/a 100% OC Spacing: 12, End Reaction 475 Ibs 41.5% 100% 2 1 -Left Repetitive: Yes Total Load Defl. U485(OAT') 49.4% 2 1 Construction Type:Glued Live Load Defl. U607(0.376") 79.1% 2 1 Max Defl. 0.4T' 47.0% 2 1 Live Load: 40 psf Dead Load: 10 psf Span/Depth 24.0 n/a 1 Partition Load: 0 psf Notes Duration: 100 Design meets Code minimum(L/240)Total load deflection criteria. Disclosure Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1P2". the input must be verified by anyone Minimum bearing length for B1 is 1-1/2". who would rely on the output as Entered/Displayed,Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide nand the applicable building codes. ' To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®,BCI®, BC RIM BOARDTm,BC OSB RIM BOARDTM,BOISE GLULAM-, VERSA-LAMS,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDIm, VERSA-STUD®,ALLJOISTO and AJS'rm are trademarks of Boise Cascade Corporation. Page 1 of 1 3/4" T*,G PLYWD. SUBFLOOR AIR SPACE WIOx STEEL BEAM Ll 9 1/2" I-JOISTS 2x LEDGER BOLTED TO WEB/ 1/2" BOLTS STAGGERED @ 24" O.C. METAL JO15T WANGERS ix3 STRAPPING 1/2" GYP BOARD 1 FLUSH 8EA1l DETAIL S2 SCALE: 1" = 1'-0" Assessor's map and lot number • �0,i TN E (Sewage Permit number ......�� ``Q ♦� Z BAMSTADLE, • House number .......... ............�.. . . ..? . ................................. ' 9 rasa r L�. ,. �i639•a\e0 o�Ar r TOWN' OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..1�.QA.... .. 1 \k... .1l.,uu��(.................................................. TYPE OF CONSTRUCTION ........C.°w� ��. .!► ..\ �?.!�z . ......��.�..............f................................................... .............................� 1.(.........I9.� S TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: ( I LocationLr.,A.......t1 .........CAP. ...... \............cn, c... ............................................................. ProposedUse ...... .......!r!.u?. ..I11.1!}................................................................................................................... ZoningDistrict ...........l�,. ....................................................Fire District .....C42 ..(. .s:...................................................... Name of Owner .... .<&.?r1...... ...........................Address ........:....................................... Name of Builder� AQs.)L1�1t09( ......Address `. �� �........h4..-. .a^!� -� II \ t„,E Name of Architect ......1.. .5\. ..... L?V.P�...,...�." ......................Address .. ..... ..1.) !. .... ?�l<1c........ .......... ...� 5 Number of Rooms ................. � . ...5 . .. .. ; .... .j� W ........ Exterior st�1 iU.0 i k` ..........................................Roofing ..... .P�. 1,A.!,..`.................................................... Floors per, . r:.....`-.(A..^.Q. .. .....................................Interior .... ..............................""..................... .. Heating ^�.L. ....� o� )• •1 .°�..... g R 14� . . Plumbing ............................................................... Fireplace ...........\.....................................................................Approximate. Cost ............................................. ..................... Definitive Plan Approved by Planning Board ________________________________19_______. Area ......(S. ......................... i p0 Diagram of Lot and Building with Dimensions Fee 'g•' SUBJECT TO APPROVAL OF BOARD OF HEALTH , 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 .... .. .. .h t.,�........................... v Construction Supervisor's License ..n.0.A4 .k............ SCOTT, JOHN A=37 No ....27603.. Permit for ....1 z..StgrY............. Single Family Dwelling ............................................................................... Location ...Lot..44.r.....X. Road ...................... Q.t. t............................................. Owner ...John...SgP:M........................................ Type of Construction Fxalm............................. ................................................................... ............ Plot ............................. Lot ................................. Permit Granted .......... ...........19 85 Date of Inspection ....................................19 Date Completed .......................................19 • �� �- TOWN OF BARNSTABLE Permit No. __27603________ x Building Inspector Cash '3 W a OCCUPANCY PERMIT Bond ___X i Issued to John Scott Address Lot 44 36 CpntAln Tci nh l c Rnn 3 f n+r,+4 t- Wiring Inspector ,/ Inspection date rl V - Plumbing Inspector�r ,a / Inspection date Gas Inspector / Inspection date ),]Engineering Department Inspection date Board of health /� _ Inspection date '7 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. .............................. ........... .............. Building Inspector x a �..� °•.e TOWN OF BARNSTABLE BUILDING DEPARTMENT TOWN OFFICE BUILDING MAIL 7� i619' �� HYANNIS, MASS. 02601 I MEMO TO: Town Clerk FROM: Build', g Department f i � DATE: ._.� An Occupancy Permit has been issued `for the building authorized by BuildingPermit #.. _ _»»� .......... .................................... ...._...w........._..»..._..................». »_ issued to ............................ %l; / � ��..(-.:'»1 ......_............ .... ................. _.._.. ..»...» .. .. » ....... » »__ Please release the performance bond. i Z7 Z N �V OF > WILLIANC. yG' a N Y E Nip ;A No. 19334 V P <v y� •a tYca t�a�� • / Cx!F-,eT/.c'y T/-IAA- S�/OWN yE.2EU.(/CO�s-JAL YS �//ry x SC.4 '-7L - � ���S�OE.0/NE A�/O SETBA C,rG �CEgU/.2E�-TENTS OF T,�,��' �TowN4F '�'�''4� 'eE'�E�'E�C'� • 4ocAnsz:r Wiry/.t/ T.y/S o,G4 v/S XAZ17- BASEO -N Ai(/ �2EG/STE,eEp ,L,qc/p s-U.el�6'yQ� 0,�,45'E'TS SyoGs/y SN�v.Ca �l.�SS. �.SE� 7� OET�P-iLl/�E .L!>T%�.5. TCJ�.i�,j°'.�..�`G� 7-�"". • Y FERN, ANDERSON, DONAHUE, JONES & SABATT; P- A. ATTORNEYS AT LAW .ea DANIEL J. FERN P. O. BOX SIB RICHARD C. ANDERSON 43S MAIN STREET ROBERT J. DONAHUE HYANNIS. MASSACHUSETTS 02SOI STEPHEN C. JONES \ AREA CODE 517 77S-SS2S CHARLES M. SABATT March 13, 1985 Joseph Daluz, Building. Inspector Town of Barnstable. ^ "" Town Offices Hyannis, MA 02601. Dear Mr. Daluz: This will serve to advise that at all times material under the Town of 'Barnstable zoning by-laws, lot 64 Cap'n.Isiah Rd. , as shown on Assessors' Map" 38,- which lot is presently owned by John R. Scott et ux, has been held in ownership separate from any other abutting lots. Under the provisions of Chapter 40A of the General Laws, such lot is a buildable. lot. Sincer , R' rd C. Anderson RCA:es� ; Assessors map and lot number ..... .. ....... .:.7...:....... ®NV 3CO3 lViN3MOU1 +� ,�� c THE r Sewage Permit number ...............�..:.��'�..... ..��. s SIM Hilm '�"'f'''••s , 33NVridW03 N1 ®3MIM aEH9TODLE, ?House number ........ ............................................................ +ENV 31003 IViN31NNCy rO.MPY a� TOWN OF BARNS �. 3 3a ism BUILDING ' INSPECTOR APPLICATION FOR PERMIT TO .....: .�?�` . ........�1\ ..W.......W u?.. 1.�� ��. ................................................ TYPE OF CONSTRUCTION ........C.� .U.G.I4 �..Lr�.hSp`.�.......t:!` �....................................................................... ............................. 11.1.........19.E S TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location L,.A . ......t .........0.. Q ..... ( (( I ...... G............ .0 c� c ` ProposedUse .......C. .4.^'!. .^. `.......N.Sr!?.K .I.I0. .......................................................................................I......................... Zoning District ..........A.l.�...................................................:Fire District .....CQ ..S2.4o ................................................. Nameof Owner......�1.fJ�P�1�4......�?.4.n. ..........................Address .................................................................................... Name of Builder ...\.C4......R.0.0.9��. .........Address ...V1.0........ �heCtT.�?!�lk..QR..�!�''S�PW,S�fIIS Name of Architect ... :9.1......................Address ...,. �.�...h.0.!11�..�.���(>k .`.1.�..�....��^5�io"!!s.x�.. 5 ................Foundation ..�.d.. . CQ. ..4,�` i£ '1' a ,ICY C.Number of Rooms .................................................. ....... ................. . ... ....... .— I Exterior .....� .L.PkS A. ..........................................................Roofing ...... A. Floors ...W.O.t?c�.�.....Ca^:.K...........................................Interior .....1..1 .5.. ............................................................ Heating ......?^.c ..��.4.�....4,,1."t.l ..!�...... .............Plumbing ....... .... .................... .......... Fireplace ..........Approximate. Cost �... !f Definitive Plan Approved by Planning Board -----------____---------------19_______. Area ......U..Q e7......................... Diagram of Lot and Building with Dimensions Fee ...... . SUBJECT TO 'A ROVAL OF BOARD OF HEALTHCS ND r 'x t1l 1 �1 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. i Name .....�. ... Construction Supervisor's License ...Q. ............. Scw, JOHN IN. Permit for ...1'2-.Sto. .. ............. F..?�� Single ........ ... ly.. .L).w ejjjjjg.. . ................. Location ..LQt..4A......3.6..Capt.......Isiah's-Road .................C.Q.tat................................................. Owner ..Jobn..Smtt.......................................... Type of Construction .............Frame............................. ........................................................... .................. Plot .............................. Lot ................................ Permit Granted ... ..................19 85 Date of Inspection 7-.IZ7-2t�...................19 Date -------- Completed ..............19AS Complete- No Town of Barnstable *Permit# 6(,�qq L/(tO Expires 6•montlis from issue date Regulatory Services Fee Thomas F.Geiler,Director pd-G Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstable.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 Property Address Residential Value of Work I��✓) Minimum fee of$25.00 for work under$6000.00. Owner's Name&Address ?hi 1 She-LM ja.�.4S0--\ 3(o (a a-tv-v. / s lakl s f1.O ad (o•-)V l 4• m& 0 2-&3 S-- Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: �. �� ❑ I am a sole proprietor X.PRES am the Homeowner Nov 01 2007 I have Worker's Compensation Insurance Insurance Company Name" TOWN OF g,gRNSTABLE Workman's Comp.Policy# 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) e-side Replacement Windows doors/ liders. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regp)ations,i.e Historic,Cop§eivation,etc. 1 ul I . ;!.iM Li:t ( ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License is required: SIGNATURE: Q:Forms:expmtrg Revise061306 i The Commonwealth of Massachusetts �\ Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111' wrvw.mass.gov/dig ' Workers'Compensation Insurance Affidavit: Builders/Contractors/Eleetricians/Plumbers _Applicant Information _ Please Print LeObly Name(Business/organizadon/Indivi(ival): -5 r_Y/ nnA )�/<�SC✓� Address: 3 �T S (BCD City/State/Zip: Co 4\A i- M d Z 3� Phone.#: <�Of 2— Are you an employer?Check the appropriate bog: :Type of project(required):, 1.❑ I am a employer with 4. [] I am a general contractor and I 6. ❑New construction . employees(full and/or part-time).*• Have hired the sub-contractors 2.❑ I am a'sole.proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees . These sub-contractors have g• Demolition *orkin for me in an capacity. employees and have workers' g y P tY 9. ❑Bui7 .9 addition [No workers' comp,insurance comp,insurance. ' required] 5. [� We are a corporation and its 10.❑Electrical repairs or additions 3.XL I aai a homeowner doing all work . officers have exercised their 11.❑Plumbing repairs or additions ' myself [No worlaers' comp. right of exemption per MGL 12.❑Roof repairs insurance,re ed t c. 152, §1(4),and we have no Wig employees. [No workers' 13.0 Other -4 I`�ig comp,insurance regiiired.J 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowoera.who submit this affidavit indicating they are doing all work and then hire outside contractors mutt submit a new affidavit indicating'such. tContractors that check this box mutt attached an additibnal sheet showing the name of the subcontractors and state whether ornot those entities have employees, If the sub-contractors have employees,they must provide their worker;comp,poicy number. I am an employer that is providing workers'compensation insurance fvr my employees. Below isthe policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.# Expiration Date: ' Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure,to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK,ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the.Office of _ Investigations of the DIA for insurance coverage verification I do hereby ceW4.under the pains•and penalties ofl/perjury that the information provided above is true t �ue and correct. Si mature: /`�✓6 Date: —7 _ Phone# C/2 U Jb Z Offccial use only. Do not 1,-we in this area, tb be completed by city or town<officiaL City or Town: ' Permit/License# Issuing Authority(circle one): .1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing In 6. Other Contact Person: Phone#: o�tNErw�� Town of Barnstable Regulatory Services BA MASS. E Thomas F.Geiler,Director i639. iOlE039 " Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property i hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORM&OWNERPERMISSION Town of Barnstable pF fME Tp� " Regulatory Services BARNSPABLE. = Thomas F. Geiler,Director p MASS. g �A i639• pie Building Division lfD � Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax:. 508-790-6230 HOMEOWNER LICENSE_EXEMPTION r ) Please Print DATE: l l —C) e JOB LOCATION: 3�1 number street p village "HOMEOWNER': I h� l J�- rG1/I �1�1C���' �0 YZO ) (o0F Z name (� home phone# work phone# CURRENT MAILING ADDRESS: 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 requ' ements. Si t re o f—H A e o er 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 care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt Town of Barnstable P�'OF THE 1p�y Regulatory Services Thomas F.Geiler,Director • aAMSTABLE:, t �'.r, � t? 9� 'i6 9 �0� Building Division . i r.ABLE Tom Perry,Building Commissioner 2 ^)JAN 3 200 Main Street, Hyannis,MA 02601 Q P�► 3 www,town.barnstable.ma.us 3g Office: 508-862-4038 ' Fax:` 50,8t-jl9 -6i-3�(__,, PERNHT# 6W ZM"e� FEE: $ SHED REGISTRATION 120 square feet or less Location of shed(address) Village Property owner's name Telephone number Size of Shed Map/Parcel# . Si ature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? � Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30 &3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT- PLAN Q-forms-shedreg REV:042506 . �, : • .. : . • ; -- • . = - - . � �o= 3y8� - .fir _ ,- - - • . �hh° . f • �,, p� o sad _ P OF ,} WILLIAM1 C; . ai v N Y E y}� ;p Na IS. Ti�,47 T�l�.�..Y '`.yam S'IOE.C/.t/��I�t/O SETf3:�4C,r�Ava /.5 �cV�. �� Z 4-1 Ale TiS�/.5'P.C.9.f//Sil/G7-B.BSEO i[/.4,i(/ ,PSG/.5`I-moo � k o 38032 i #40 X 17.6 } 06t p' r t# V � � Will X 58.63 /J X 59.01 Qx 17.04 r 038065 1 \O #22 1 0# 019 2 1 X X 1 0 � §f. . .03863 .. �. Y is X 57.66 a 0381 N 38067 NOTE:PARCEL LINES MAY NOT BE ACCURATE. The DISCLAIMER:This map Is for planning purposes only. It 038068 t —.-•--."' pal lines on this map are only graphic representations of may not be adequate for legal boundary detemdnation or �•°''" boundaries Assessor's tan parcels. They are rat true property regulatory lmerpretalion.This map does not represent an / #3�,...----.,, 0 12.5 25 50 Feet boundaries and do not represent accurate,relationships lo on-the-ground survey. ,�« physical objects on the map such as building locations. 1 inch equals 50 feet n r _ . `ppTMETp��p� The Town of Barnstable BARNSfABLE.MASS. Department of Health Safetyand Environmental.Services � ta39• �0 pfFOMA�a Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection ,7-c E Location 3 6 N- . dS A-I(fL Permit Number ( 1 0 1 3 Owner Builder / R—Clll One notice to remain on job site,one notice on file in Building Department. i The following items need correcting: Z� ey 1 0r- W0-0 6-4�1car, ofO+ ct I 4,n COcXe oN 5ec- or�,Q - (o �v DV1e S /1o+ -fie �\� (�i �0 � ) / k W rr4 w,,( !n c! 0 C D t�j Q_K, 5 0-1 Mast ze o -l�C.e C z� , . 19 klool 0 0 3 Please call: 508-862--4 for re-inspection. Inspected by !�' f C % �Lc-�C�►.� a , Date D if j IL ! li. ItIII{! ,t ii ,,t, I+I i I� ,!'!�+.t!,14!1i�f 1 :r i 'Zl I .,:!,•: ..li.:::�,;..-ill!IiII�IIE +! ,:, i I I - i! 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I -- � r i i i I I j' I i ' . ._.�:_D:©R.,_.O.a-__T__O_.P-•.O.gF_�''41'{I�•�jj I'W_.:__A.:.':r L..L*-:--:•)yt-1 I-Ij(II1{.�_.'_____.-._..�-�1I)II-',IIj3^19Ii'0I1.ti.IR'-''.�^.E.,x--•q3IT.(i:IIi!'�-0.AI_-I.NIi..I-N_-G�___19_"_.'_-_---9__6__:..-._-W..•-..._--._-C_-..•._7_-..."___._�..."..--._J-'-_'__2-4'-°m,�' a-I Y-_ ____A_ ...•._.___@�__�I:!Y-IIIIIIIjj1Ij III IiiII III lI:e Jcy'_:!.i•Ij_�,iiII LtjIIiIII II_iI--_-.T...-_.--_-H_�J94/.ii�IIIjI1 R—.2_2M.-..44._.A.4___-_2T_. \-_���_\—D_ERaL—E<MO�-O-__'•:Ij V b EN_o'_^__IIIIIl1,;—J.—(—IS_,Tri1Ij 1IIIII_—__I_N-•G�___y-_ L4_Is - —_ .•_I-I I 2442 44ji 2 2¢ DN. OF TOFROST WAIL EXISTING SECOND FLOOR-�--- ---------------_Ir --� 1----------- -- 5Q BI-FLD i1iIIf-m omI'1-+,j , II(III1!flI A3 I'••- p" - ' QzVmQfVQn/- ` .` ` -1 le 2x6.STUDWALL ABOVE CRETE FROST WALLS x46'CON VOW CONTINUOUS FOOTNG WALK-IN CLOSET B0'CONCRETE WALL 10'.16'CONTINUOUS FOOTING 2442 TEMP u. Li EXISTING BASEMENT UTILITY ROO" GARAGE :2 D2 O d'CONCRETE SLAB 941TE ..- ....._. _ cCOND FLOOR 'SE wl4 STEEL BEAMABOVE FWN SCALE: I/."A.:SCHED 40 STEEL COLUMN .;rWELDE 240/E NG A5CrVE •x12,,"CONCRETE PAD:31/2'DIA SCHEO 40 STEEL COLUMN 12 4- EXISTING LINE OF L DRIVE-UNDER ml GARAGE EXISTNG DECK 2446-2 O DROPOWALL UND-R SLA9 1/2'LVL HDR S3 a I/2•LV H-R 2442 Ln FWG 60611 r CONCRETE APRON 21'OVERHANG ASVE -------------------------------------------- WALL TO BE-DETERMINED (2)7'xa'Ou.DOD" ION SITE CLOPAY MODEL CCO12A/CCH1MA5NG74 WHITE LOW HD RM I TRACK tL IZMOE XISTING 12 HALL FLUSH TO n GREAT ROOM EXISTING EXISTINGKITCHENLIVING2 2FOUNDATION FLAN SCALE: V4" 11_0e EXISTING FIRST FLOOR WI0x60 STEEL BEAM ABOVE FLUSH CLOSET WALL FLU TO CEILItZ___. NOTE, WINDOW DESIGNATIONS ARE ANDERSEN WINDOWS 400 SERIES. CONTRACTORSHALL VERIFY SHEET'2 OF 4 LOCATIONS a DIMENSIONS PRIOR OTWINDOW ORDER a INSTALLATION R E AND T1NFiLL 6XISTIN EXISTING E%19TING EXISTING DININGFOYE OFFICE NEW WALL 2442 -TE_M_NM�,i ' ) - - - �- - , REMOVED WALL EXISTING-ALL O ._. I. _ - —_-•t-_ A .rr-•, ,-I_'4 _ hI 1 1 2442 2442 a442 -�.1.._ !I --� i 4•_6• 6•_6. G'-6"... S 4'-6• y FIRST FLOOR ,-: JOB: 0602 SALE- '/4" -0" . - '� �.- _ .. .. .. ... ....... ._; DRAWN BY: KW --` --- -- D47E: 2/27/0(c n r'L'. MATCH EXISTING RAFTER PITCH . I �:t1 r -• EXTEND RAFTERS TO INTERSECT -� TOTAL COVERAGE W/ . ��ti F1':,' tt WITH EXISTING DORMER RAFTERS T-----�---.__.-.-_-____.--_,__.-_,__.__,-,__--- TYP RoOF' -__._--_- _-__-._.-___--.,-,_ ,__-.-_,___,_„--.,_ __-_7 i1 IC !WATER SHIELD S', �i.r'' ADJUST OTHER RAFTER PITCH .j ejj'aFS '%i i l TO MEET TOP OF RIDGE I RIDGE VENT ,, LOW PITCH DORMERS _ 4c.:::.?>. -HURRICANE CLIP' 2x12 RIDGE BOARD I .. Y�:,..;.^ 2x10'e O 16'O.L. T_ _ i, FASTENERS AT ALL RS0 F.G. INSUL.I •:' ':'. . ,1 RAFTER/TOP PLATE . 5/B'PLYWOOD SHEATHING/ ,` :'S.; .:, ` l 2z12 k JUNCTIONS TYP. .ASPHALT SHINGLES MATCH EXISTING r;r: 2XIo. CERTAI14TEEO LANDMARK XL AR-40 . }.. G I 1• G.' 6 .O. r:9:::.. I;: : , , i \\ 9TON GRAY ...q00°@ \:.. G 16.OC f:r%'';.•'t:. ,,,,• I .. 2XB'a O.C. ._..___,._-�._.-__...___ _.TYP EAVES_�.__ -..______ •;ti S\:. •.^i \\C�' O.C.O. , ' 16 2XIp� •`•' r. EXISTING TOP PLATE MATCH EXISTING TOP pL /t �,.i;;.`' `Y \ ATE IxB FASCIA/Ix4 SECOND MEMBER J _ •'.;[:, , aY \__ ALUMINUM.GUTTER9 4 DONN SPOUTS :/ , = '?A\\\ jr- . Ix3 STRAPPIN MASTER / \ nASTER .��:;,,;'- .:"s - \ I CONTINUOUS VENTING SOFFIT 9"yf",9.{Y,^y�[xa .• it v�r O I/2'GYP. BOARD \ IZB PRIEZE BD.W/BED.MOULDING 58L II��. 'n -'= •--. -' \ ED M' •"" r<4.;%yr"'^'•`.' EXIST,N \ \ �I ( - . O' �,. \ .>. r,: ,.:; ;,„ sECOND FLOOR a ^� DRESSING \\ i i//. I ;.'``"'"" \\ oI I - .k . - -.. EXISTING SUBFLCOR i; i `f MATCH EXISTING 5U9FI.00R ! ,\ r:'44k.G° "%"'�:' 1 5 I JO STB Y i .1 6 I 19 9' 12'O.C, t�- �,yr:L,y,v. Ix3 STRAPPING - -� `::•:.. .. '�-rand: p;fy`;..�;,e. wl I V2°GYP.BOARD -_._-.--._._--__..___--_ -_- , 5.::.. . - ,TTC EXTERIOR WALL- - :.g: .,. R13 F.G.� INSU D9 6 S6•O.C./. ''f A_1_',: ;_._-T_-._. ,r�-`.. i,. IX15TIN4 rj I I/2°.05B.SHEATHING/ . - •-4"P` 1 - -•-••"•�a:l :ir=�..�'r:. FIRST FLCioR g `TYVEK WRAP/W.C:SHINGLES- .tl ' " 4i M:" GREAT ROOI1 . ' ' , , s:o . :Z;,e%i�:'c*;i_.; a ,I .. __r. _,�:_' GREA7 ROOM �cr�y =.—_�.i I ~"> . I' � [ .7- ;�,i ':'. N. 3/4°TOC.'OSB SUBFLOOR- i F i STING SU -----.-s_..__..._ I I. NAILED•t GLUED TO JO15T/ ® LED.4.G�BUED LJOST/ w t MATCH EXISTING SUBFLOOR T.K. $U I t 11 r EXI_--._ BFLOOR , 9 172. S I JOI T O 12 .0 ? '9 INA AJ5 6 ILJO S BO®12 0.C11: (D f -C- --t 'f-- ' .' �- . . !__ v,:a° 'i:d.'ro::: ,•t: I R30 F:RAPP G t I 1 i .. .. 'bh%'r-";..,:.:�}(:tx... I ' Ix3 ST IN .---t .'1 I h .. a 2 _ EXISTING ,I. r 1 M I .',: .. - Q`>v i+LTe'+.r^�T`•"'�;,> I 15/B'TYPE X GYP.BOARD , I _-________..____. -.GARAGE WALL __ 1 t` .. ..,. -`n:'....- DRIVE-UNDER I - '�»�''x" Y1._••;• .GARAGE "I I �.. I- I , 2x6 EX7.STUDS.®16"O.C./ . yCi�r,:', w ,": I I GARAGE -I I 6"RI9 F,4. INSUL./ -! GARAGE - - t i+'["fY; .. - I ; , , e ; 1/2°05B 9HE,4THI / - = I ti:.,,„;,� ';i.'� I I TYVEK WRAP/W.G SHINGLES �- - T'. - 4°CONCRETE SLAB- i - of SA_ �:fi..'y`:..•-'..: I .I 6 MIL VAPOR BARRIER .. - _ 4°CONCRETE SLAB.-- >eT':<r,$.. ,,, t'... IXISTIN6 TOP OF SLAB I _ MATCH_EXf9TING TOP OF'SLAB ^ ¢ . ._.. 7. - � 6 MIL VAPOR BARRIER - W. '::!'i.�',y.•::;5!".;,.-� 2'_0, 22,_0. .. _-. ._.-_'__'_ ITYIP- FOI'1IJDATION'WALL '--_._._ 22'-O° .. _ _ - g.'--c:'.l; wi„. .. - .-__..__._-_.,-_--.-._,_-__-__-.__-_-_ , _--___-__.__.._---__ ___._ P.T.51L1:ANCHORED 4',O'-O.C:. I _ a ?''i'S"[� " _ B"z3'rl0"CONCRETE WALL - - �• . 4yr '� 10'xlb'CONTINUd/s.FOOTING �.�_ Ft {ti£ :i,a��% - II II .. I II II •,'t:I. r s . SECTION. .A . . . . SECTION B . '' 'tf ry'z,::?r:.ii ..:.:.:-:,'- SCALE:.1/4''. Ir_O°' 'I. _ .. .. SCALE: 1/4°'=.lr_Bu:;. .1.... �' L_ •/' .. 7: khfiw . i ' ' 2'-0• -.,.__-.__--.__2'_0'_---._-_ - - 2,�0.., 71,-C' --_ _ .. , - $ a J �'- i - '- -'� f i`---------'-------- .. - -'-'------ . t I .i 22_0 �� � I I ` I 'I -'::ice-..;;',.: �...'. 1 .(." ;'s �r I I I I I I I I . 1. F ,,;r; I I I 1 i I ( I I Q Or i of - I I of I I I i Q . 'oo . ' "ve.J _ ..-I i I i i ._ •o ! I :I 12 12 I O !�•'i - <,th:e.f 3 v -, I I S 33 �.. III �I I' I I I. i qq rr I I I I' I 1. , y.... I i �i,.t.. v' I. I W. :11 t I -WII I ml i1':' 11W 6 t I_I `':9 .. 1 1. .. 1 'JOISTS •' - -== I • I. r. ,•:.:r,..r. ... . ,.�... I - -- --- �'9_,I/,_.AJS25'�.1•JOI'5TS�i� �°'•u %.. i I s •� - _X'f".: i r �- .:� �.. '� i •S f S. x f I — d, i 'Sf_ I'.. I I. I J •1 Dw i x i« I: i U r. ([ I. r, - Z i'/r r I. i. I 't , ,x,. I c :7 i < .1:• r I a'g i I'' 1 °' I ff ,y.,,. :5f`. I' O i I• 9 i , .. .... , ...... 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