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HomeMy WebLinkAbout0060 JOSIAHS PATH a RECYCLfp�, e lIII ° UPC 12543 No. ,o°p5t•CONSJ<� HASTINGS, MN .� 7.66 � TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel. _ �� Application # OR 0 C-3 qQ Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Z$ • `� Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Addrrelss/ d!5© .moo sl Q-4 .9 AZ-44— Village /SCZ09.,*7J j-�- Owner J AZi'� Address 60 V©h• ''� /o�J T�i Telephone J—Oif 2_9d / Sa Permit Request ah.V f ff- Square feet: 1 s floor: existing �roposed 2nd floor: existing proposed otal new Zoning District Flood Plain — Groundwater Overlay Project Valuation 3 Construction Type 4 Lot Size �, l� Grandfathered: ❑Yes No If yes, attach supporting documentation. Dwelling Type: Single Family Jk' Two Family ❑ Multi-Family (# units) Age of Existing Structure 18 Historic House: ❑Yes *No On Old King's Highway: XYes ❑ No Basement Type: kfull ❑ Crawl 4-Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) 1?-5 2- Number of Baths: Full: existing a new _51 Half: existing new "- Number of Bedrooms: existing Z new X Total Room Count (not including baths): existing 7 new 7 First Floor Room Count Heat Type and Fuel: VGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes >tNo Fireplaces: Existing New Existing woaCi coal sto e: ❑; s NNo Detached garage. ❑ existing ❑ new size_Pool. 0 existing ❑ new size _ Barn.;O existing c-0 new/l: size_ Attached garage:Xexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Z Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ = 0 Commercial ❑Yes VNo If yes, site plan review# Current Use C4 Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name > �� Telephone Number 508 2-gtf 25�3 Address 60 License # / ®oZq Home Improvement Contractor# Worker's Compensation # i yC/- 3 K- 3 V,6fStl-o 3/ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 06. Q 7. 12 F. FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP PARCEL NO. ADDRESS VILLAGE OWNER DATE OF.INSPECTION: FOUNDATION FRAME J` �71WI, JRh^- INSULATION r' FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT, ASSOC IATIOWPLAN NO. ' _•..•. omasonwealtJi of.�assachtzseft,s : . :' .. . •� - Peparhngit offri&YtdalAi dd s OffiCe of-hTFa zgadorrs = 400 A'a.skbttan,Y&eet. Bosun,MA 02111 www.mass gw/pia Workers' ComPms,' on Isla once AffidayiL- Builders/Ccmtrac ors/F eetriQans(P��rabers Applicant Informafion Please Print L dame(Busmess� j .._ ,, Address: City/st zip: �J h /�/ �o26dPhaneA .2A Are u an a Z� � 3 you pinyt r? Check the apgrojwI bay 1.❑.I am a employer wifh •4. ❑ I am a general cmkactor and I Type of project(rerjidre&):. ' nPlayMeS(fail and/or paz'-time)j have hired the snb=corms S. ElNew cam 2.ElI mn a'sale* prietor or partoer- listed om Jhe•aifached sheet 7. &teraoda&ng ship and ham no employees These sub-coaL-�have 8. ❑Demolition working for me�any capa c$7 emplo9ye6s.and have worker' [No works' camp.iusmance ccm�,.:' • ... . 9. ❑Bm7. g adrl�.on msiaance,# inquired] S. ❑ We area carpoiatinn and its 10.11 Electrical repairs or add�r<inm 3.;KI am a homeowner doing in-work officers have Wised their 11. P v �� [No �' cam• �d�f Sian per MQ, ❑ h brng repaua.or moons '^,�"—,� e ru4�d]t F. 152, §1(4), Md we bane no 12.[]Rnofrepaas 'Moyers. N6 wad' .13.❑ Offer _ <gomp.Mmmince regtiiij t rss who sub-±this atadzviEg}so fiIl out the seen belmq sbo p� udvrM2fiM wing'brit worms'compcosafion c} kh3tactrns that check this box mast attached axe wow and ibm birp outside cacEhxI a.must kpl� ff t f ��$hst a anal sheet shMhag 8�e IIame of{�sub-e subm<t a.new affidavitmihcafiug�„,.h �P y mastgivvidt Veit , �and siafn whether ornot those catifics'have wor;aa camp,poTicyn n b=. ram an ernplayer that is prav_ie=g--workers'corxpensafion insurance or j ircfarmu on. f 3' Payees Below is the paffcy and job$ite Iusmxnce Company Name: P oBzy#or Self ins.I ic.# _ Bagsat Date: --------------- Job Site Address; A±fiach a copy of fie workers' compensation policy.dedarafinn page'( o cthe � Failure to.secu r coves as re wring P �nranbar and ezpirafion date). gored under SeadM 25A ofMQ,c. 152 can lead iD the iuposifiom fine crmdnal penalties of'a of up to $up to$1,500.00 and/or one-year=P=S=meat, as we n as'�penalties m�form�a STOP WORK ORDER and a fmc 250.00 a day against$ _e violabx Be advised that EL lie ors of DIA far irg n ,co ccg of'Iris staiemer�may be.fled to the Office of ve�ca�nn. - • I do hereby c p arrd peaaKies afPmJw7'/hat the in formrnfon provided above is true raid carrecG Dafe Phone� ..So �-�� �.� � — • [for useonlyDo nit write rn tizis areg fo be c94Lefed by city or.fawn atrialTown: PMMAtllacense# -Ewui zg Anaority(circle one): 1.Board of Health 2.Sm'Itiing Depii linen' 3. ClfyfTowu Clerk 4.IIectricaI Inspector 7?11mn�bjingG. oyez . Inspector . Conhwt Person: Phone#: r AWC Guide to mood Co.175fr�Ofl in ffi-1 d Areas:110 tnplr kind Zone Massachusetts CheckHst for Compliance (78o chrRs3ol 1.1)1 Check 1.1 SCOPE Compliance Wind Speed(3-ser~gust)__....__._.__._. . Wind Exposure Category...._...........__._. _.._.._....__......__._......._......._._....................___. 110 mph ✓ Wind1 ._........................... ................_..................__..._....B ./ 12 APPLICABILITY Category ..Engineering Required For Entire Project.......................................0 Number of Stories(a roof which exceeds 8 in 12 slape shall be'wnsidered a story) 2 'stories s 2 stories. RoofPity . . ...�.._..�.:......:......_.._. ......................... 2 .----------------------•------------� -12:12 -Mean Roos Netght __......_.: __:. Fig ) !r_L< - __ _........--•--..:._-....._._(Fg 2)....................----.-.-.------- 1t <_33' - ft Bulding Width, W_._..----_._...... •---_.-•(Fig 3)...................:..-- Building Length . �g 3)_....__........-. ft 80' Building •---...._......_.._.... g Aspect Ratio(Ut<►� .._._:_... .�. -- .._._...__...:.._.(Fig 4)........-•••------•- '_<3:1 Nominal Height of Tallest Dpening2 �'"'".""""--' 1 •••-•(Fg 4)........---..--•-.. \7` 1-3 FRAMING CONNECT10N5 Genet al.compliance with framing connections...........*---.._.(Table 2) .......................... --- . -_.................. V 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 54D4.1 Concrete ...................................... ...................._....._.........,................................................... . Concrete Masonry ,. 22 ANCHORAGE TO FOUNDATION''' Lx .,,, . 5/8`Anchor Bottscimbedded or 5/a' Proprietary Mechanical A ors as an alte-mat ve in concrete only Bolt Spacing-general ....................................---- (Table 4)............................................... in Bolt Spactrig from end(oint of plate......._........ Fi - _( g -_ _.._..-:----------.--•-- in._<6`-IT, Bolt Embedment-concrete.........._. _...(Fig 5)..__.. BotE Embedment-masonry.......:............ __.e----_.-_-.._ -- - Plate Washer..:.._........................_._.�. ........(Fig 5)....... .---=----- --= —'-3`x 3'x!` 3.1 FLOORS ---_.__ _._. Floorfi aming member spans checked (per 780 CMR Chapter 55) Maximum Floor Opening Dimension_._.._............. _.. F 6 __- --- ( g )....._....-:--..-..------ Fu4 Height Null Studs at Floor Qpenings Tess than 2'from . r.. ft 12 Exterior Wall(Fig 6)..:........:............. - Madr�rum Floor Joist Setbacks '•--•••-••-•• Supportng Loadbearing Walls or Shearwall...._..........(Fig 7)..... Maximum Cantilevered Floor Joists ..............._....--._..._.._.T ft _< d -✓ Supporting Loadbearing Walls'orShearwall...._..........(Fig B).__..................................... J Floor Bracing at Endwails__....................... 3)..._,_._-----._. ' Floor Sh •.-•_.__.................................. eathing Type ......_:__...........__...;.___...__..__._....._.(per 78D CMR Chapter 55).:......... .._.-:- -- --- Floor Sheathing Thickness.__..___-- (per 78D GMR Chapter 55 n. Floor Sheathing Fastenin "" "9 - g............................._... '..(Table 2)_ d nails at in ed e/ �Z:in field 4.1 WALLS � Wall Height Loadbearing wads..........:-._.._.-_.-...._.::... .........._.. (Fig 10 and Table 5) �$ _<10' .. .....-�. - _... Non-Laadbearing walls...... _:._... -...._..---•----:.:._.(Fig 1 D and Table 5) 1�` ft-s 2D', Wall Stud Spacing --..._.....__..... v ------------------------------••--------••-•---•-.----•�g 10 and Table 5) in s 24`o.c. ' Wall Story Offsets•- --------'-'-... ..----------------:__.....__---- -. (Figs 7&B �- 42 LCTERIOR WALLS' Wood Studs Loadbearing Wa►is....................................... (Table -._. ......_...........2x - ft in. Non�oadbearing wafts..- ....--•-•-. bl ..............(Table 5)........-.................... 2x Gable End Wall Bracing' Full Height Endwall Studs-..-............._.-._._.._._. (Fg 1 D)_:__.....�.___ ' WSP•Attic Floor Len .. -•---.__.._.._....._ . gth---__.--_.:�._.....__......_.+..�.(Fig 11)_.._.._...._-...-•-- �$i'W!3 Gypsum Ceiling Length(if WSP not used --••-•••-.._.--- ....:.....:_....:.--.Fig i 1)...._.-------_._...__-•-.._...........aft z D.gW• �Y and 2 x 4 Continuous Calera!Brace @ 6 tL❑.c r or 1 x 3 telling furring stripsIT spacing . ....... @ sp Ng min.with 2 x 4 blDcldng @ 4 ft.spacing in end joist or truss bays Double Top P}alE • Splice Length __._......-:._... ..:_._.__._.._._ (Fig 13 and Table 6 Splice ConneCbof1 no.of 16d common nails )- - _._.._..._. 2 ft it ( ).._.........(Tab[e 6)._-_........................... __.._.. . a ` AFYC Guide to Wood Consfrrrcfion in High >Ynd Areas:110 mph H?nd Zone Massachusetts Checklist for 'COMPHailce (790 cMR.S301.2.t.l)i Loadbearing Wall Connections Lateral(no.of 16d common nails).._..........................-(Tables 7)........ Z Non-Luadbearing Wall Connections Lateral(no.of I6d common Hats)____..:_..._...__._..__(fable B)._--...._....................................... Z i/ Load.Bearing.Wall Openings(record largest opening but check all openings for cone pfance to Table 9) Header Spans ..(Table 9).__._:__.__...... 61 it in.� SIB Plate Spans ' ---..___._..._...__._.__.._._._.....:._. able 9 _..._.._... ft in. 11' p R )•-••--••----._.... 5 Full Height Studs (no..of studs)_____...:-.._........._...(Table 9)....-------------_.-_---------- 2 L Non-Load Bearing Wall Openings (record largest opening but check all openings for compfance to Table 9) Header Spans......... (Table 9)........................ . ff in 12' ✓.. Sill Plate Spans.._.._. _.__._.__.:._...:.........._......._._._.__.(1-abfe 9)....... ' c Full Height Studs(no.of studs)_..__---------- ._.:_..-.(Table 9)....._.___.._._._.. Exterior Wall Sheathing th Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W a. Nominal Height of Talent OpeningZ ......................._----.--.•-_._-.:.-. _._.... Sheathing Type............... ---.._._...__- ..(note 4)..._.........................-_.- _..... Edge Nail Spacing_......:___._.__..... .--.(Table 10 or note 4 if less) � V Feld Nail Spacing ...................(Table 1D).........._. ' Shear Connection (no.of 16d common nails)(Table 10)....... _.............__..._.__ ./ Percent Full-Height Sheathing.._._:__-.---.:...(Table 1D)....... ..__ 5%Additional Sheathing for Wall with Opening>SW(Design Concepts)................... . Maximum Building Dimension, L �k. Nominal Height of Tallest Openine.._.................................:................................... <SIB` V, Sheathing Type----__-_.._.._..._.._..._...........(note 4)----------__.-.__._._.-.._....:.-___-- y Edge Nail Spacing....._......_............._..__.___(Table 11 or note 4 if less - • .i Feld Nall Spacing.--........_._................_........(Table 11):........................._........---•--_ in. Shear Connection(no. of i6d common nails)(Table 11).......__.,............ Percent FulkHeight Sheathing........__.---_-----.(Table 11).................................... 5WAddifional Sheathing for Wall with*Opening>6V(Design Concepts)......... Wall Cladding Rated for Wind Speed?--�.__.._ .._�_�'i .--.............. .......... SA ROOFS Roof framing member spans checked?..... ... _...(For Ratters use AWC S an Toot,see BBRS Website) �/ > Roof Overhang ...................-----.--.._.___........_.......(Figure 19) .._.......... ft s smaller of 2'or L13. Truss or Rafter Connections at Loadbearing Wails Proprietary Connectors Uplift.............._........_.........__..:.__.(Table 12)_......___...............---........rU= Aptf �j Lateral..........................................(Table 12)....___..................................L=,-Wpff Shear...... ....................................(Table 12)....................................-.:..S=, -7-1.pff, Ridge Strap Connections, if collar ties not used per page 21... (Table 13).._................-----.-T=�4 plf J Gable Rake Outlooker.............................._:_ s+:..._.(Figure 20) ..._..:;_.._. smaller of 2'or.Ll2 -J Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift....................................--•--..(Table 14)........._._......_.....-------------U--�lb. J Lateral( of 16 common nals)...(Table 14).......................................L= lb. .f Roof Sheathing Type........ :. . _-'C. .__......(per 780 CMR Chapters 5B an 59) _ \r in: 7C16.WSP Roof Sheathing Thickness................._,.......-_:-----:---.__-_.-__._.__.�---_---_---• _ . Roof Sheathing Fastening------.-.-.-•--___.:.---- --_.....:_.(Table 2)_.._......._...._.....__... -- -..._.:�_:..._... . rtea. _ This checkfrst shall be meth its entirety,excluding the specific excepfion noted in 2, to comply with the requirements of T80 GMR53012.1.1 Item 1. If the checklist is met in its entirety then the following metal.staps and hold downs are;not required per the WFCM 110 mph Guide: a. Steel Straps per Fgure 5 b. 2D Gage Straps per Figure 1 i r- Uprdt Straps per Fgure 14 d.. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Fgure 16b Exception:Opening heights of up to 8 ft_shall be permitted when 5%is added to the percent full-height sheathing requiremenfs shown in Tables 10 and 11. The bottnm.sll platy;in exterior walls shall be a m!Nmum 2 in.nominal thickness pressure treated#2-gr6de. Town of Barnstable ' Regulatory Services g"R"'�'"nr�. *` Thomas F.Geller,Director MASS Ado " Building Division Tom Perry,Bolding Commissioner 200 Main Street•, HYannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE:_ 12- r' e JOB LOCATION: 6© • Job fj A2,P, number street Ilage "HOMEOWNER : r name home phone# work phone# CURRENT MAILING ADDRESS: rn?-e— city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellines of six units or less and to allow homeowners to engage an individual for hire who does not possess a licens superviso e,provided that the owner acts as r. 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 be, a one or two intended to -family dwelling, attached or detached structures accessory to such use and/or farm structures.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 13uiling.0fficial,that he/she shall be r onsible for all such work performed under the building permit. (Section 109.1.d 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 inspectio pro educe and requirements and that he/she will comply with said procedures and requirem Signa o 0 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 persons)for hire to do such work,that such Homeowner shall act as supervisor.- Many homeowners who use this exemption are unaware that they are assumin the g 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 itwould 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 .. dFTME ,To'PPII.of Barnstable . Regulatory Services Thomas F.'Geiler,Director Banding Di Ion .. Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www town.barnstable.ma.us Office:. 508-862-403 8 Fax: 508-790-6230 Property owner Must Complete and Sign This 'Section If Using,A.Builder as Owner of the subject prop hereby authorize to act on rap behalf, in all"atters relative to work authorized by this b� '1�permit (Address of Job) Pool fences and alarms are the responsibility of the.a li P cant. Pools ools are not-to be filled before fence is installed and.pools are'not to be utilized until all fcn.al inspections are performed and accepted. Signature of Owner Signature of Applicant. Print Name Print Name Date Q:FORMS:OWNERPERMISSIONPOOLS Town of Barnstable Geographic Information System December 21, 2011 — 109003 088008001 088007010 #740 #851 . 9805 088007011 #11 109095 #765 088007609 #35 109092 ®. #747 109015014 088007008 #731 #51 �t1 088006005 #60 5� Og 0� 109015013 QQ, #717 088007007 � #10 4" 109093 i #40 i 109015015 109016003 088007012 #30#0 #35 088006004 109015012 #59 ® #10 vOs',9 � + A 109015004 109094 4r9 #65 #a5 0 4, D6003 #80 1 09 01 5011 #25 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:088 Parcel:006005 Selected Parcel boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:COTTLE,HENRY L 8 DOLORES J Total Assessed Value:$335100 1"=100'may not meet established map accuracy standards. The parcel lines on this map W are only graphic representations of Assessors tax parcels. They are not true property Co-Owner: Acreage:1.15 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:60 JOSIAH'S PATH such as building locations. Buffer f va o WE Barnstable O1d.Kings Highway Historic District Committee ,AS ; 200 Main Street,Hyannis,MA 02601, TEL: 508-862-4787 Fax 508-862-4784 MRIM 039. APPLICATION, CERTIFICATE OF APPROPRIATENESS Application is hereby made,with five(5)complete sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,Acts and Resolves of Massachusetts, 1973,for proposed work as described below and on plans,drawings,or phot?taphs accompanying this application for: --i Check all categories that apply, -� 1. Building construction: ❑ New MAddition ❑ Alteration 2. Type of Building: ❑ House ❑ Garage/barn ❑ Shed ❑ Commercial ❑ Other rn CO 3. Exterior Painting roof new roof A color/material change, of trim, siding, window, door x M 4. Ste: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 5. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Retaining wall ❑ Tennis court ❑ Other 6. Pool ❑ Swimming ❑ Other man-made pool ❑ Solar panels ❑ Other Type or Print Legibly: Date 0/1- td47 NOTE All applications must be signed by the current owner Owner(print): D-1"!7*R Y AIX-2 A",6 44 Telephone#: J�(�F - 217,' �5 a 3 Address of Proposed Work: 64 �y5r' s; �0-/i Village 14/ 46 M- ( f lltm Map Lot# Mailing Address(if different) .2yT�nfo Owner's Signature Description of Proposed Work: Give particulars of work to be done: J7/v/, ae; a" 1" d ui oc6ay.- -0x1:M" e;Zy"l ®yu Gaiv. va--? ov--- Xx k-ae- CXXJ' Ahwve x eke �� -Yll �e�` ac Agent or Contractor(print): �17�> PV.4eZXla� Telephone#: _6-O8r o2'7,-Y— 25-a2 Address: iw '70.6 a Contractor/Agent' signature: 1 For committee use only. This Certificate is hereby APPROVED/DENIED Date i a H OI Z Members signatures RECEIVED APR 062012 APPROVED GROWTH MANAGEMENT APR 2 4 2012 Town ot mmstaule Old King%Highway committee 1 Q:IBoards and Commissions101d Kings High"W10KHApplications10KH2011 Cert Appropriateness.doc CERTIFICATE OF APPROPRIATENESS SPEC SHEET Please submit 5 copies Foundation Type: (Max. 12"exposed)(material-brick/cement,other) Siding Type: Cla boar shingle other / B Material: re ce ar white ce ar other Color: Chimney Material: Color: Roof Material: (make&style) 6l�iail/�' �Aiew A3 / Color: Or. 113ykl^/c 6,0 ri Roof Piteh(s): (7/12 minimum) -7 /2. (speck on plans for new buildings, major additions) t Window and door trim material: wood to , 'flier`material, specify Size of cornerboards :X5 fY 6 size of casings(1 X 4 min.) Ox� color 1AA4- — o;�Jy�x':� �4rg ,�t c0 I X 3 /r Ar' Rakes Ist member A/O 2' member rK Depth of overhang � la Window: (make/model)Arier 7�� material Yi1111 Cfal color J".fit. (Provide window schedule on plan for new buildings, major add ions) Window grills (please check all that apply_. true divided lights ( exterior glued grills_ grills between glass removable interior None Door style and make: �� material Color: Garage Door,Stye Size of opening ` )• 7 Material S�-� , Color Shutter Type/Style/Matenal: 17-c 4tqe'J"q'J Color: 0r 16�416e COGves Gutter Type/Material: ��4-4 r /,k Color: ��i74— 1"'rA,9Mc 1 "'Ii lltlfi'! Z ' Deck material: wood C other material, specif� Color: - ✓� Skylight,type/make/model/: i4y material Size: JQX 11'6 Sign size: Type/Materials: Color: Fence Type(max 6' ) Style material: �12 Color: A Sgaple Retainingwall: Material: at n� OnVI ° yG�9�s ee c okd Camm'n Lighting,freestanding — on building illuminating sign GROWTH MANAGEMENT OTHER INFORMATION: THE ATTACHED CHECK LIST MUST BE COMPLETED AND SUBMITTED Please provide samples of paint colors facturers brochure of windows,doors,garage door,fences,lamp posts etc Signed: (plan preparer) / Print Name cDv 7/•TP JV_ 4fEV, 2 Q.-Woards and Commissions101d Kings HighwaylOKHApplicationslOKH2O11 CertAppropriateness.doc Plans shall include the following: Name of applicant, street location,map and parcel. Name of Builder Designer, or architect;original signature of plan preparer and stamp;plan date, and all revision dates. ALL NEW HOUSE OR COMMERCIAL BUILDING PLANS MUST HAVE AN ORIGINAL SIGNATURE AND STAMP,IF ANY,BY A REGISTERED ARCHITECT,MEMBER OF AIBD, OR A LICENSED MASSACHUSETTS HOME MROVEMENT CONTRACTOR,UNLESS THIS REQUIREMENT IS WANED BY THE OKH DISTRICT COMMITTEE. A written and bar drawn scale. Elevations of all(affected) sides of the building,with dimensions including height from the natural grade adjacent to the building to the top of the ridge,location and elevation of finished grade,roof pitch(s)dormer setbacks,trim style,window and door styles. Changes to existingbuildings must be clouded on drawings. Window schedule on plans. Landscaping plan,5 copies drawn on a certified perimeter plan containing the following information: Name of applicant, street address, assessor's map and parcel number. Name,address and telephone number of the plan preparer;plan date and dates of revisions. The location of existing and proposed buildings and structures, and lot lines. Natural features of site(e.g.rock outcroppings, streams,wetlands,etc.). Existing buffer areas to remain. Location and species of trees outside of buffer areas greater than 12"caliper to be retained or removed. The location,number,size and name of proposed new trees and plants. Driveway,parking areas,walkways, and patios indicating materials to be used. _Existing stone walls,and proposed walls including retaining walls for slope retention or septic systems. (for removal of stone walls,file Demolition Form). All proposed exterior lighting and signs. Sketch or photos of adjacent properties,(1 copy only) A sketch(s)to scale or photographs of nearby adjacent buildings,where present,along both sides of the street frontage, showing the proposed new house or commercial building in scale and in relationship to the existing buildings. Please discuss with staff if you do not think this is relevant to your application. Photographs of all sides of existing buildings to remain,or being added to . Fees according to schedule. A®pFt0\1E Please complete the following: APB .2 4 2012 Existing building,foot print: S ft. Building 2 Town n B H ghway tabie Building 1 /� ���% q. g Old King Existing Building, gross floor area, including area of finished basement: Building 1 sq. ft. Building 2 New building or addition,foot print: Building 1 3 61 sq. ft. Building 2 New Building or addition, gross floor area,including area of finished basement: Building 1 sq. ft. Building 2 4 Q.Woards and Commissions101d Kings HighwaylOKHApplicationslOKH2O11 CertAppropriateness.doc Q� • 181,9j, Iv . Q' LOT 5B \ 43,585 +/- s.f. l �n A 4`e v The dwelling does not fie in aflood hazard S zone as specked on Community Panel .00 #_ 250001 0011 D 1s 1 Date JULY 2, 1992 f 93-151 CERTIFIED PLOT PLA14 LOCATION : J®SIAH'S PATS! W. BARN PREPARED FOR: SCALE : S° = 60' DATE : 05121193 REFERENCE : LOT 58 PB 489 PG 51 NICKULAS HOMES I HEREBY CERTIFY ' THAT THE STRUCTURE SHOWN ON THIS FLAN IS LOCATEO ON THE GROUND AS SHOWN HEREON. �0 Qf�` down cape engineering Inc. A!A T CIVIL ENGINEERS T LAND SURVEYORS f `� RTE 6A - YARMOUTH, MASS. DAT FtT. 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' `,a:'r.,,u�.Girv.:r`,�; k2,.. 20'-0" 12x2O Existing deck rx .".xr ."ss. qr.:Fx"x.. ;....'. nmiimu, f.,,,'. v ...... ;..,.. ':r.: ....G ";.. 'varriss aaa .a...d: 4 !".vk': Mr;.wx xr a"a..0 .v.ssn :<"r. fR a �Maxi y.Ltlx. vv :'Y.i:N JLrly dn�.ili. k' .vNNY:. .ii.i..x 'i h vnalki aN .vxtlsY iihk xxYxv:nAs:1 - N - ♦ F.rF ,:ye.:. -E..L: `.:A.:Jam. >e:. 9' _ ' . YE...! ."k"a .4x..xY �rNa a adlae ---.- -.:. ,m-,.G_ F-.... :.---_. I H- "_i::t' : OC;x., EMEND ANNE-' - ..7'-596'x 4'-8%' Y 5"x 3.1. 4 o u I I Bath Kitchen x — 9 C Zr-0" Garage Dri I Living room a �3 -------------------------- • 4 o Dining room x V-d. 9'-0" J'-B%"x 4'-8%" Y-596"x 4'4B% Y-5%"x 4'-a%" 2'-5%"x 4'-B%' 4'-216ff 6'-O" 6'-107g'f 6'-IOlb° 6'-O" 4-2f W-O" 34'-17gff 60 Josiahs Path, W. Barnstable r Existing 1st Floor plan 48'-13iq" 19'-4gie° 2'-8h" 2'-546"x 4'-aW%" x 4'-B!)b" 2-546 x 4'-11%"2'-5%"x 4'0%" O _ Bathrot,m 4 ° CL. Bedroom 4 CL. Bedroom 3 x 2, „ 2'-0„ `o <V T _ � N �ry N 1 Garage Attic cal 4"0 K1 fA '+ CD CL. i4 Jf Bedroom 1 X Bedroom2 lV MM W 1 �} N ------------- 2'-596"x 4'-a%" 2'-F,%" x 4'-S%" 2'-5!)6"x 4'-&%" 2'-5%" x 4'-0%" 2'-5Q% x 4'-8�6" 4'-211 6'-0" 6'-lO�b" 6'-101'e" 6'-011 4'-211 34'-1�a" roO Josiahs Path, W. Barnstable Existing 2nd Floor plan 20'-0" 12x2O Existing Deck 6'-9 _77— I T7FI Bb79 T7FIL BB. O O 15D 07 .L DI 11 4 % O BD71 B30D BD71 �p V4 -------------------------- � T3386:1F T3684:4F i W N r .9 �a O N - R 9 O" E _C x 4'BaA•, =•5-�'+"x 4 8aA" 'l'S�5"x 4'876° 6,-0, 6'-101b" 6'-10yb" ro O 4'-2° 14'-0" �O Josiahs Path, W. Barnstable Proposed 1st Floor Plan I -_ _._- 10'-8• 2'-8h 7'-3 y, I x 4'-bin ��bn x 3��n x 4'-eA693n x 4.-b93n m\� m m v i 7 6013E TI5601 F iv iN x III 0 - �v N Q 10 m V' m ��-bn x 4'-b"2'-6"Y 4�-6'•i�-b"x 4'-b�� � - 2'-596"x 4'843" 2'59b" 2•-594 r 4-893° 2-693 r 4 69b 6'_O 4'-2" 14'-O 34'-I-'y4" • -- 48'-Igi" �O Josiahs Path W. Barnstable Proposed 2nd Floorplan 24'-4%" - --------------------------------------------------------------------va, -,7-;-------- --------------------------- .................... -------------------------------- ----------------------------------------------------------------------------- ---------------- DZ z ------- §JT-- -------- + 9 T r -116 I . . : Ln --------- -------- ------ ....... ------------------------------------------------------------------ -J.----------------- -r7- q ; -- ---------------------------------- ------------------------------------------------------------------ - 14'-0" 34'-0" 50'-4" Foundation Plan Existing IBelport Building 4 Remodeling, LLC Project roO Joslahs Path W. Barnstable, MA 02668 S Bole cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamlRoofiR13O1 BC CALL®3.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday,June 20,2012 Build 517 File Name: Belport 60 Josiah Job Name: Dmitry Mazheika Description:RoofkRB01 Address: 60 Josiahs Path Specifier. Joe Madera City,State,Zip:West Barnstable,MA Designer Customer Belport Building&Design Company. Shepley Wood Products,Inc_ Code reports: ESR-1040 Misc: �o 12 14-00-00 U BO,3-1/2" 131,3-1/2" DL 1,342lbs DL 1,342 Ibs SL 2,520 Ibs SL 2,520 Ibs Total Horizontal Product Length=14-00-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 1000/0 900/0 115% 133% 1250/6 1 Standard Load Unf.Area(psf) L 00-00-00 14-00-00 15 30 12-00-00 Controls Summary value %Allowable Duration case span Disclosure Pos. Moment 12,646 ft-Ibs 51.7% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 3,155 Ibs 34.7% 115% 3 1 -Left be verified by anyone who would rely on Total'Load Defl. U380(0.427') 47.3% 3 1 output as evidence of suitability for 0.279 41.2% 3 1 particular application.Output here based Live Load Defl. U583 ( -) on building code-accepted design Max Defl. 0.427" 42.7% 3 1 properties and analysis methods. Span/Depth 13.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable %Allow %Allow building cedes.To obtain Installation Guide Bearing Supports Dim.(L x<M Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 3,862 Ibs n/a 42.0% Unspecified (800)232-0788 before installation. B1 Post 3-1/2"x 3-1/2" 3,862 Ibs n/a 42.0% Unspecified BC CALCS,BC FRAMER®,A,ISTm. ALUOISTS,BC RIM BOARDTm.BCIS, CautionsBOISE GLULAMTm.SIMPLE FRAMING For roof members with sloe 1/4/12 or less final design must ensure that ondin instability SYSTEM®,VERSA-LAM®,VERSA-RIM p ( ) 9 P 9 tY PLUS®,VERSA-RIMS, will not occur. VERSA-STRANDS,VERSA-STUDS are For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow trademarks of Boise Cascade wood surcharge load. Products L.L.C. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(1-1240)Live load deflection criteria. Design meets arbitrary(1')Maximum load deflection criteria. Fastener Manufacturer. TrussLok(tm) Page 1 of 2 i ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Roof BeamlRooftRBO1 BC CALL®3.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Wednesday,June 20,2012, Build 517 File Name: Belport 60 Josiah Job Name: Dmitry Mazheika Description:Roof1RB01 Address: 60 Josiahs Path Specifier. Joe Madera City,State,Zip:West Barnstable,MA Designer. Customer: Belport Building&Design Company. Shepley Wood Products,Inc. Code reports: ESR-1040 Misc: Connection Diagram Disclosure r { b d Completeness and accuracy of input must L be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design properties and analysis methods. • • • Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable e building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8" (800)232-0788 before installation. b minimum=4" d=24" e minimum=1" BC CALC�►,BC FRAMERti31,ATMST"' ALLJOISTO,BC RIM BOARD ,BCIV, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. BOISE GLULAM"' SIMPLE FRAMING All TrussLok screws may be installed from one side of multi Versa-Lam beams. SYSTEMS.V SA-RI @, VERSA RIM y ply PLUS®,VERSA-RIM®, Member has no side loads. VERSA-STRAND®,VERSA-STUD@ are Connectors are:FMTSL338 trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP. Roof HeaderlRoofiRB02 BC CALL®3.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Wednesday,June 20,2012 Build 517 01-04-00 OCS File Name: Belport 60 Josiah Job Name: Dmitry Mazheika Description:Roof1RB02 Address: 60 Josiahs Path Specifier. Joe Madera City,State,Zip:West Barnstable,MA Designer. Customer. Belport Building&Design Company. Shepley Wood Products, Inc. Code reports: ESR-1040 Misc. 1--io 12 j 3 4 1 i 03-00-00 BO,3-11Z' B1,3-1/2" DL 1,401 Ibs DL 1,401 Ibs SL 731 Ibs SL 731 Ibs Total Horizontal Product Length=03-00.00 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 1000/0 900/0 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 03-00-00 15 30 01-04-00 2 ridge Conc.Pt.(Ibs) L 01-06-00 01-06-00 2,520 1,342 n/a 3 wall Trapezoidal(pit) L 00-00-00 40 n/a 01-06-00 80 n/a 4 wall Trapezoidal(pit) R 00-00-00 40 n/a 01-06-00 80 n/a Controls Summary Value %Allowable Durdtion Case Span Disclosure Pos. Moment 2,552 ft-Ibs 10.6% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 1,993 Ibs 18.3% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U9,471 (0.003') 1.9% 3 1 output as evidence of suitability for Live Load Defl. L/27,543 0.001 0.9% 3 1 particular application.Output here based ( '� on building code-accepted design Max Defl. 0.003" 0.3% 3 1 properties and analysis methods. Span/Depth 3.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim (L x M Value Support Member Material or ask questions,please call BO Post 3-1/2"x 5-1/4" 2,132 Ibs n/a 15.5% Unspecified (800)232-0788 before installation. 61 Post 3-1/2"x 5-1/4" 2,132 Ibs n/a 15.5% Unspecified BC CALCO,BC FRAMER®,AJS-, ALUOISTO,BC RIM BOARDT",BCIV, CautionsBOISE GLULAMw,SIMPLE FRAMING For roof members with slope(1/4/12 or less final design must ensure that ondin instability SYSTEM®.VERSA-LAM®,VERSA-RIM p ) 9 P 9 dY PLUS®,VERSA-RIM®, will not occur. VERSA-STRAND®,VERSA-STUD®are For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow trademarks of Boise Cascade Wood surcharge load. Products L.L.C. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(L/240)Live load deflection criteria. Design meets arbitrary(1')Maximum load deflection criteria. Fastener Manufacturer: TrussLok(tm) Page 1 of 2 ®solsecasmde Triple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Roof Header%RoofkRB02 BC CALCO 3.0 Design Report-US 1 span No cantilevers 10/12 slope Wednesday,June 20,2012 Build 517 01-04-00 OCS File Name: Belport 60 Josiah Job Name: Dmitry Mazheika Description:RoofkRB02 Address: 60 Josiahs Path Specifier. Joe Madera City,State,Zip:West Barnstable,MA Designer. Customer. Belport Building&Design Company: Shepley Wood Products,Inc. Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for particular application.Output here based on building code-accepted design is methods. • �—• • Installation BOISE engineered wood products must be in accordance with current Installation Guide and applicable e building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=5-1/2" (800)232-0788 before installation. b minimum=4" d=24" e minimum=1" BC CALCQII,BC FRAMER®,AJSTM ALUOISTO,BC RIM BOARDTmBCIS, Connection design assumes point load is`top-loaded'. For connection design of'side-loaded BOISE GLULAMTM SIMPLE FRAMING point loads, lease consult a technical representative or professional of Record. SYSTEM►®,VERSA-LAM®,VERSA-RIM p p P P PLU99,VERSA-RIM®, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. VERSA-STRANDS,VERSASTUDO are All TrussLok screws may be installed from one side of multiply Versa-Lam beams. trademarks of Boise Cascade Wood Member has no side loads. Products L.L.C. Concentrated loads are not considered in side load analysis. Connectors are:FMTSL005 Page 2 of 2 ®Balm cascade Triple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Roof HeaderXROOf1RB03 BC CALC®3.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Wednesday,June 20,2012 Build 517 01-04-00 OCS File Name: Belport 60 Josiah Job Name: Dmitry Mazheika Description:ROOF HEADER-2ND FL HALL Address: 60 Josiahs Path Specifier. Joe Madera City, State,Zip:West Barnstable,MA Designer. Customer: Belport Building&Design Company. Shepley Wood Products,Inc. Code reports: ESR-1040 Misc: 12 l) 04-00-00 U Bo,3-1/2- B1,3-1/2" DL 699 Ibs DL 699 Ibs SL 1,260lbs SL 1,260lbs Total Horizontal Product Length=04-00-00 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 900/0 1150/6 1330A 1250/6 2 ridge Conc. Pt. (Ibs) L 02-00-00 02-00-00 1,342 2,520 n/a Controls Summary value %Allowable Duration case Span Disclosure Pos. Moment 3,440 ft-Ibs 14.3% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 1,944 Ibs 17.8% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U5,121 0.008 3.5% 3 1 output as evidence of suitability for ( particular application.Output here based Live Load Defl. L/7,911 (0.005') 3.00/6 3 1 on btnlding code-accepted design Max Defl. 0.008" 0.8% 3 1 properties and analysis methods. Span/Depth 4.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim (L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 5-1/4" 1,959 Ibs n/a 14.2% Unspecified (800)232-0788 before installation. 61 Post 3-1/2"x 5-1/4" 1,959 Ibs n/a 14.2% Unspecified BC CALC®,BC FRAMER@,AJSTM, ALLJOISTS,BC RIM BOARD-,BCIS, Cautions BOISE GLULAMTM SIMPLE FRAMING For roof members with sloe 1/4/12 or less final design must ensure that ondin instability SYSTEM®,RSA-VERRI LAM®,VERSA-RIM P ( ) 9 P 9 �Y PLUSS,VERSA-RIM®, will not occur. VERSA-STRANDS,VERSA-STUDS are For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow trademarks of Boise Cascade Wood surcharge load. Products L.L.C. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(L240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Fastener Manufacturer. TrussLok(tm) Page 1 of 2 I 00olwCas=de Triple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Roof Header%Roof%RB03 BC CALC®3.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Wednesday,June 20,2012 Build 517 01-04-00 OCS File Name: Belport 60 Josiah Job Name: Dmiitry Mazheika Description:ROOF HEADER-2ND FL HALL Address: 60 Josiahs Path Specifier. Joe Madera City,State,Zip:West Barnstable,MA Designer. Customer. Belport Building&Design Company: Shepley Wood Products,Inc. Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • particular application.Output here based on building code-accepted design properties and analysis methods. • • • Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable e building codes.To obtain Installation Guide or ask questions,please call -a minimum=2" c=5-1/2" (800)232-0788 before installation. b minimum=4" d=24" e minimum=1" BC CALC®,BC FRAMER®,A�STM' ALUOISTO,BC RIM BOARD ,BCI®, Connection design assumes point load is`top4oaded'. For connection design of'side-loaded BOISE GLULAMTM SIMPLE FRAMING SYSTEpoint loads,please consult a technical representative or professional of Record. PLUS&,V RSA-VERRI @, VERSA RIM All TrussLok screws may be installed from one side of multiple VERSA-LAM beams. PLUS®,VERSA-RIM®, yply VERSA-STRANDS),VERSA-STUDS are All TrussLok screws may be installed from one side of multiply Versa-Lam beams. trademarks of Boise Cascade wood Member has no side loads. Products L.L.C. Concentrated loads are not considered in side load analysis. Connectors are:FMTSL005 Page 2 of 2 ®Boise cascade Quadruple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor Beam%...1FB01 BC CALC®3.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday,June 20,2012 Build 517 File Name: Belport 60 Josiah Job Name: Dmitry Mazheika Description:SECOND FLOOR ABOVE DINING ROOM Address: 60 Josiahs Path Specifier. Joe Madera City,State,Zip:West Barnstable,MA Designer. Customer. Belport Building&Design Company: Shepley Wood Products,Inc. Code reports: ESR-1040 Misc: 1s-o1-oa 60,3-1/2" B1,3-1/2" LL 5,129 Ibs LL 4,553 Ibs DL 1,830lbs DL 1,518 Ibs Total Horizontal Product Length=13-01-08 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100°Ao 900/0 115% 133% 125016 1 Standard Load Unf.Area(psf) L O -00-00 13-01-08 40 10 14-00-00 3 header/left Conc. Pt.(Ibs) L 00-00-00 00-00-00 583 316 n/a 4 header/left Conc.Pt.(Ibs) L 02-10-00 02-10-00 583 316 n/a 5 header/right Conc. Pt.(Ibs) L 06-01-04 06-01-04 583 316 n/a 6 header/right Conc.PL(Ibs) L 10-10-00 10-10-00 583 316 n/a Controls Summary value %Allowable Duration case Span Disclosure Pos. Moment 19,284 ft-Ibs 69.1% 100% 1 1 -Internal Completeness and accuracy of input must End Shear -5,292 lbs 41.9% 100% 1 1 -Right be verified by anyone who would rely on Total Load Defl. L/276(0.551 87.0% 1 1 output as evidence of suitability for Live Load Defl. L/369 0.412 97.5% 1 1 particular application.Output here based ( on building code-accepted design Max Defl. 0.551" 55.1% 1 1 properties and analysis methods. Span/Depth 16.0 n/a 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x VV) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 7" 6,958 Ibs n/a 37.9% Unspecified (800)232-0788 before installation. B1 Post 3-1/2"x 7" 6,071 Ibs n/a 33.0% Unspecified BC CALC®,BC FRAMER®,AJSTM, ALWOISTV,BC RIM BOARDTm,BCIO. Notes BOISE GLULAMTM SIMPLE FRAMING Design meets Code minimum L/240 Total load deflection criteria. SYSTEM®,VERSA-LAMS,VERSA-RIM g ( ) PLUS®,VERSA-RlMfal, Design meets Code minimum(L/360)Live load deflection criteria. VERSA-STRANDO,VERSA-STUD®are Design meets arbitrary(1")Maximum load deflection criteria. trademarks of Boise Cascade wood Fastener Manufacturer. TrussLok(tm) Products L.L.C. Page 1 of 2 &olseCasmde Quadruple 1-314" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor Beam1...1FB01 BC CALC®3.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday,June 20,2012 Build 517 File Name: Belport 60 Josiah Job Name: Drury Mazheika Description:SECOND FLOOR ABOVE DINING ROOM i Address: 60 Josiahs Path Specifier. Joe Madera City,State,Zip:West Barnstable,MA Designer. Customer. Belport Building&Design Company Shepley Wood Products, Inc. Code reports: ESR-1040 �Misc: Connection Diagram Disclosure r�I b d Completeness and accuracy of input must L� be verified by anyone who would rely on a output as evidence of suitability for • . . particular application.Output here based C on building code-accepted design properties and analysis methods. • • • Installation of BOISE engineered wood . products must be in accordance with current Installation Guide and applicable e building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=5-11T (800)232-0788 before installation. b minimum=4" d=24" e minimum=1" BC CALC®,BC FRAMER®,AJSTM ALUOISTO,BC RIM BOARD ,SCIO, Connection design assumes point load is top-loaded'. For connection design of'side-loaded BOISE GLULAMTM,SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. PLUS&,®, LAM®,VERSA-RIM PLUS®,VERSA-RISA�21M®, Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from VERSA-STRANDS,VERSA-STUD®are each side. trademarks of Boise Cascade Wood All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. Products L.L.C. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: FMTSL634 Page 2 of 2 013olseCasmile Triple 1-3/4"-x 9-1/2"VERSA-LAM®2.0 3100 SP Floor Beaml...1FBO2 BC CALL®3.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Wednesday,June 20,2012 Build 517 File Name: Belport 60 Josiah Job Name: Dmitry Mazheika Description:GARAGE DOOR HEADER Address: 60 Josiahs Path Specifier. Joe Madera City,State,Zip:West Barnstable,MA Designer. Customer. Belport Building&Design Company. Shepley Wood Products,Inc. Code reports: ESR-1040 Misc: _ o os-oo-o0 V BO,3-1/2" B1,3-1/2" LL 1,080lbs LL 1,0801bs DL 875 Ibs DL 895 Ibs SL 925 Ibs SL 959 Ibs Total Horizontal Product Length=09-00-00 Live Dead Snow Wind Roof live Trib. Load Summary Tag Description Load Type Ref. Start End 1000/, 90% 115% 133% 1250/6 1 Standard Load Unf.Area(psf) L 00-00-00 09-00-00 40 10 06-00-00 2 Conc.Pt.(Ibs) L 00-09-00 00-09-00 164 289 n/a 3 Conc. Pt.(Ibs) L 03-04-05 03-04-05 388 653 n/a 4 Conc. Pt.(Ibs) R 00-09-00 OD-09-00 164 289 n/a 5 Conc.Pt.(Ibs) L 05-10-05 05-10-05 388 653 n/a Controls Summary value %allowable Duration case Span Disclosure Pos. Moment 6,234 ft-Ibs 25.9% 115% 2 1 -Internal Completeness and accuracy of input must End Shear -2,403 Ibs 22.0% 115% 2 1 -Right be verified by anyone who would rely on Total Load Defl. U934(0.11") 25.7% 2 1 output as evidence of suitability for L 0.076' 26.6% 2 1 particular application.Output here based Live Load Defl. U1,353 ( on building code-accepted design Max Defl. 0.11" 11.0% 2 1 properties and analysis methods. Span/Depth 10.8 n/a 1 installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 5-1/4" 2,881 Ibs n/a 20.9% Unspecified (800)232-0788 before installation. 61 Post 3-1/2"x 5-1/4" 2,934 Ibs n/a 21.3% Unspecified BC CALCO,BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARD7°,BCIV, Notes BOISE GLULAM'"" SIMPLE FRAMING Design meets Code minimum(L/240)Total load deflection criteria. P��SS VE SA R M@®,VERSA-RIM Design meets Code minimum(U360)Live load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Design meets arbitrary(1')Maximum load deflection criteria. trademarks of Boise cascade wood Fastener Manufacturer. TrussLok(tm) Products L.L.C. Page 1 of 2 i WAIN BotseCascade Triple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor Beam1...1F602 BC CALC®3.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Wednesday,June 20,2012 Build 517 File Name: Belport 60 Josiah Job Name: Dmitry Mazheika Description:GARAGE DOOR HEADER Address: 60 Josiahs Path Specifier. Joe Madera City,State,Zip:West Barnstable,MA Designer. Customer: Belport Building&Design Company: Shepley Wood Products,Inc. Code reports: ESR-1040 Misc: Connection Diagram Disclosure �I b d Completeness and accuracy of input must L be verified by anyone who would rely on a output as evidence of suitability for — . . particular application.Output here based on building code-accepted design C properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with e current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=5-1/2" (800)232-0788 before installation. b minimum=4" d=24" e minimum=1" BC CALC®,BC FRAMER®,AJSTM' ALUOISTO,BC RIM BOARD-,BCI®,. Connection design assumes point load is'top-loaded'. For connection design of'side-loaded BOISE GLULAMTM SIMPLE FRAMING point loads,please consult a technical representative or professional of Record. SYSTEM® VERSA4-AM® VERSA-RIM PLUS®,VERSA-RIM®, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. VERSA-STRANDS,VERSA-STUD®are All TrussLok screws may be installed from one side of multiply Versa-Lam beams. trademarks of Boise Cascade Wood Member has no side loads. Products L.L.C. Concentrated loads are not considered in side load analysis. Connectors are:FMTSL005 I Page 2 of 2 ®Borwcasade Quadruple 1-3/4" x g-1/2" VERSA-LAM®2.0 3100 SP Floor Beam1...T1303 BC CALC®3.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Wednesday,June 20,2012 Build 517 File Name: Belport 60 Josiah Job Name: Dmity Mazheika Description:SECOND FLOOR OVER"GARAGE" Address: 60 Josiahs Path Specifier. Joe Madera City,State,Zip:West Barnstable,MA Designer. Customer. Belport Building&Design Company. Shepley Wood Products,Inc. Code reports: ESR-1040 Misc: 2 14-00-00 BO,3-1/2" B1,3-1/2" LL 3,754 Ibs LL 3,504 Ibs DL 1,731 Ibs DL 1,589lbs Total Horimntal Product Length=14-00-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 1000/0 90% 115% 133°/" 125% 1 Standard Load Unf.Area(psf) L 00-00-00 14-00-00 40 10 06-00-00 2 Unf. Lin.(plf) L 00-00-00 13-01-08 297 169 n/a Controls Summary value %Allowable Duration case span Disclosure Pos. Moment 17,939 ft4bs 64.3% 1000/0 1 1 -Internal Completeness and accuracy of input must End Shear -4,650 Ibs 36.8% 100% 1 1 -Right be verified by anyone who would rely on Total Load Defl. L/275(0.592`) 87.4% 1 1 output as evidence of suitability for Live Load Defl. U401 0.405' 89.7% 1 1 particular application.Output here based ( on building code-accepted design Max Defl. 0.592" 59.2% 1 1 properties and analysis methods. Span/Depth 17.1 n/a 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Matedw or ask questions,please call BO Post 3-1/2"x 7" 5,486 Ibs n/a 29.9% Unspecified (800)232-0788 before installation. B1 Post 3-1/2"x T' 5,093 Ibs n/a 27.7% Unspecified BC CALC®,BC FRAMER®,AJSm, ALUOIST®,BC RIM BOARDIm,BCIG, Notes BOISE GLULAMTm SIMPLE FRAMING Design meets Code minimum L/240 Total load deflection criteria. SYSTEM®,VERSA-LAW,VERSA-RIM g ( ) PLUS®,VERSA-RIM®, Design meets Code minimum(U360)Live load deflection criteria. VERSA-STRANDS,VERSASTUD®are Design meets arbitrary(1")Maximum load deflection criteria. trademarks of Boise Cascade wood Fastener Manufacturer. TrussLok(tm) Products LL.C. Connection Diagram �{ b d—� a c e a minimum=2" c=5-1/2" b minimum=4" d=24" e minimum=1" Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side. All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads. pgapelcfr$are:FMTSL634 •]a t-( {, t _ III k. i4 F. 'i _., �p:: '� ,.: - ; _� ; ,� r� ! �f; _ �� � •�_- III k t.-Y T ,� L d _ I r-' p L _ 41T E/ BARNSTABLE BUILDING DEPT. _= FIRE DEPARTMENT DATE BOTH. 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Barnstable, MA 02668 • 19'-4�° 2'-81�s" l'-446" 10'-8�x 2'-81Fj" 5'-3" Y'-BI!"x 4'-I"!•Bh°x 4'•I" 7'-9K°x 4'-19'-Bh"x Q f � x Bedroom 4 Bedroom 3I � oom 3 11'-IAA° LLD Garage attic V-6W Exleting Flueh Beam 2e13/4X12LVL v 3edro L� Bedroom 2 _ 13'-8" YAb"x 4-4- V-BK"x 4'-1" 9'-By"x 4'•I" i 4'-2" 6'-Ou 6'-107b" 6'-IOIb" 6'-O" 4'-211 14'-0" 34'4 4" 48'-194" 2nd Floor Plan Existing Relport Building 4 Remodeling, LLC Project 60 Josiahs Path W, 6arnstable, MA 02668 4l'-ll�b" 14' 9u ; IP-1�6" 9'-8�4x , ; 2'4W x 4-ft' 7•B"x 9'-4" i ; A ; ; , ; , ; New 4x6 Poet New Kitchen New Flue" h a 3 B;9 1/2 4 a M i eeeeenie�'�eeeen�eeee�e ' Existing Flush Beam `s , 2 m 9 1/2 LVL Living Room 13-,y5 Dining Room ; s'o• ; , i 2'-B%'x 4'•S%' 2'-94"x 4'4s%" 2'-S%*x 4'.8%, 2'•B9A"x 4'-Bh'. ; 4'-2411 ;14'-0" 33'44" 4l'-Ilib" let Floor Plan Proposed A Belport .Building 4 Remodeling, LLG Project 60 Josiahs Path W. Barnstable, MA 02668 4'-4" 8'-OOb" 6'-II" 2'-815" PC 1'-4%" IC New Indow New Indow 2'-eh"x 4'-1" 2'•Sh"x 4'•1" 2'-B%"x WAV-Sh"x 4'-I" 2'E"x 9'6" V-815"x 4'-19'-Sh"x 4'-1" 5'-3" O O o o Closet Closet Master Bath ° Ext. Bedroom 3 2'-6° 6019E TI8601 •. •�/ 3 � � N o Masse T�eclroom Ex Flan seem 1 3/ 2 � 3/4 X 12 LvL 9 fV y a L Ext. Bedroom 1 Ext.' Brvom 2 x • 2'•916°x 4'�-�Iyy'-Sh"x 4'-I'2'3h'x 4'•I" NeW IndOWB x 4'-I" 2'-Sh"x 4'4' 2'-" x 4'-1" 2'-S%"x 4'-1" 2'-9" 2'-9" 3-1046 4'-IV4" 6'-0" 6'-1016" 6'-114b" G'-O" 4'-2" 14'-0" 34'-I44" 2nd Floor Plan Proposed Belport Building 4 Remodeling, LLC Project 60 Josiahs Path W, Barnstable, MA 02668 50'-4" 48'-0%" 24'-4%" '1'-V/4" - ------------------------------------------------------- ----------31W;'37-&ff........ 3--b" ---------------------------- ------------------------------------------------ --- ............................................................................. ............... - - I TI Oz - - - - - -:z 3): ---- ........ :D:: + z a - - - - - - - 7 T ---------- I----------------------------------------------- .............................................. •- ----------------------------------------0.............................................. 34'-0" 50'-411 Foundation Plan Existing 5elport Building 4 Remodeling, LLC Project 60 Joslahs Path W. Barnstable, MA 02668 QA O'k t144 (To 19 I iz IT r �I L. vQrlj, / a y to 161, 0c .. e-cx y 04, 0°5 fir,-✓ t � '✓'� i�r� ��t ¢Gt�7�O 1r1� �Q�• v 4e) v o e° LOT 58 \ 43,585 +/- s-f. Z0 v Cone.r?1011 � • A 15 IV s The h �f� dwelling does nab lie in agtooei hazard zone as specked on Community Panel 250001 00 ���� Date JULY 2, 1992 # S3�g51 CERTIFIED PLOT PLA14 LOCATION : J0.SIAH°S PA TH W• DARI-1 PREPARED FOR: CALF : 2° = 60° DATE : 05121193 REFERENCE : LOT 58 PR 483 PG 51 N�U�CULA.S �UME.S I HEREBY CERTIFY ' THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON, A� "t i dawn cape engineering inc. CIVIL ENGINEERS Q� LAND SURVEYORS RTr 5A - YARMOUTH, MASS. OAT SURVEYOR FiT t .AMDQiYSSRl9�-aC3 � � L � �q �� � � tom/ ©r✓ { a N� ,� �07) Town of Barnstable BARNSTABU. Regulatory Services MASS. +639. Building Division p�FD MPy 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection-- i Location 60 d 075_K4 '.r A04 7-1{ Permit Number 249/z--0 ,3708 Owner �fu/Tif'� 9 ZK�4 Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 4/c G�',4�;_ Please call: 508-862-4W for re-inspection. Inspected by Date 9 /L ..ti�t.�;,�,��i► : "''.r. �v:!_-, ...`"�^1.. `•`,i'�'*=isk'�+d.••:�'r+`��c..r-+�'�`�.y.'tlfvi�r'hinfro,F;;-.i2a..ni4c�f�5^r,.:.� :.--!c.-,ityt,,.;;T a-�:�1+'.'✓ic'� 'S.,,{r`5;;.:s"».t•�Ai,,.�i�:,•• Town of Barnstable BARNSPABLE. : Regulatory Services MASS. Building Division �fD MP's 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location 60 �l oS,,f9 C/r� % 0 3 0� 7y Permit Number - Owner �!u/Tit' ��9 z/�H/C�¢ Builder 5 � i One notice to remain on job site, one notice on file in Building Department. I The following items need correcting: L, Tipp t;� s' �it/ � Nl i )czv " f y 14(o //(/ R/9 i 607r- 9� G"(9 8LVCK1AJ6- rl-0-0A (reel�U6 P&crr—. y Please call: 508-862-410M for re-inspection. Inspected by C Date TOWN OF BARNSTABLE 35914 Permit No. .....::......... BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash ■39 f 4+ HYANNIS.MASS.02601 Bond X.......... CERTIFICATE OF USE AND OCCUPANCY Issued to Nickulas Building Address Lot #58, 60 Josiahs Path West Barnstable, Mass. USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID. AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN L REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. Jul.Y..29,..... , 19......93....... Building Inspector �v fr TOWNiOF BARNSTABLE, MASSACHUSETTS BUILDING' "PERNT 9=88-6 N9 35914 DATE June 1 , 19 93 PERMIT NO. APPLICANT_Nicholas Building ADDRESS Bo'x 5UT-1west Barnstable, "002265 (NO.) (STREET) (CONTR'S LICENSE) PERMIT TO Rild DwL-Iling (2 ) STORY Single Family Dwelling NUMBER OF u (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) DWELLING UNITS AT (LOCATION) Lot #58, 60 Josiahs Path, West Barnstable ,... ZONING RF (NO.) (STREET) DISTRICT_ BETWEENAND (CROSS STREET) (CROSS STREET) SUBDIVISION LOT LOT-BLOCK-SIZE BUILDING IS TO BE FT, WIDE By FT. LONG BY -FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: Sewage #93-231 Bond AREA OR 1288 s . ft VOLUME_ q L_. ESTIMATED COST 70,000. 00 PERMIT S 102. 50 (CUBIC/SQUARE FEET) FEE OWNER Nickulas- Building BUILDING DEPT. ADDRESS Box 502, W. Barnstable BY OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. CNS. MINIMUM OF THREE CALL •APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEENPERMITS ARE REQUIRED FOR MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- t. FOUNDATIONS OR FOOTINGS. ELECTRICAL, PLUMBING AND MECHANICAL INSTALLATIONS.2. PRIOR TO COVERING STRUCTURAL QUIRED.SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(READY TO LATH). 3. FINAL INSPECTION BEFORE FINAL INSPECTION HAS BEEN MADE. OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREE BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELEtTiR;CAL;.4SPECT:C,._­PRV.;%LS 27 2 3 HEATING INSPECTION APPROVALS E G ING DE -T T I Pr 1A Sp BOAR Y OF HEALTH OTHER,07 SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIOULIS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE 08 WRITTEN CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. O�h v� / o �,. C46 Q° LOT 58 43, 585. +1- s.f. . •sue . _._ . lea,, - . to ccwc. FNAN. A w x Q hA '0 s .oq �y # 93-151 CERTIFIED PLOT PLAN LOCATION JOSIAH'S PATH M. BARN PREPARED FOR: SCALE : I " =•60 ' DATE : 05121193 REFERENCE : LOT 58 PB 489 PG 51 NICKULAS HOMES I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. �� X I AWE I - - ALA down cape. engineering inc. CIVIL ENGINEERS q4 I' LAND SURVEYORS9 l� A i j RTE 6A - YARMOUTH, MASS. 0DATk SURVEYOR i } 43 Kb�s �Ncs�'^fit Application to ,t NO Lt Old King's Highway Regional Historic District Committee in the Town of Barnstable for a CERTIFICATE OF APPROPRIATENESS Application is hereby made, iri triplicate, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings or photographs accompanying this application for: CHECK CATEGORIES THAT APPLY: 1. Exterior Building Construction: New Build* ❑ Addition ❑ Alteration Indicate type of building: ❑ House ®Garage ❑ Commercial ❑ Other 2: Exterior Painting: ❑ 3. Signs or Billboards: ❑ New sign ❑ Existing sign ❑ Repainting existing sign 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other (Please read other side for explanation and requirements). TYPE OR PRINT LEGIBLY DATE_ ?r—✓;� ADDRESS OF PROPOSED WORK (� 11S 1-1 ASSESSORS MAP NO. OWNER 17vI.Idt✓b �l 1 -Y r l L�.� ASSESSORS LOT NO%9r clv= 40 HOME ADDRESS —� `� • k3o�( �b� j 1 136It1,)S'r6ir t-Id TEL. NO. _ FULL NAMES AND ADDRESSES OF ABUTTING OWNERS. 'Include name of adjacent property owners across any public street or way. (Attach additional sheet if necessary). 1' � KI�/�-lt�-P' q-� �bs 16�•t s ITN 1,�.1 $�Y�!-1 s ld �L.� 14-'Id 02(.� ", �QN lt✓L G 1 D�14�1 '1 b ��1�i{—�� P�l'I�( It Ii F-'il�l� t_ t11-lc-S - kl gd���s i F-►a l-b� l� p LbWt7 l I t.>6 RIF AGENT OR CONTRACTOR t l-L- 7 G1-1 ig5-5�&,e-- TEL. NO. 71 I- r ADDRESS L~�L ii '�8` Ui JIT �' 11'(��'�/ILI-.2:� 4-. &Z�o2�. DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done (see No. 8, other side), including materials to be used, if specifications do not accompany plans. In the case of signs, give locations of existing signs and proposed locations of new signs. (Attach additional sheet, if necessary). � PFROYED Signed 4- .ct Space below line for Committee use, ' �r�r� ificate is hereby G e/ Date-3— /o-y Approved IMPORTANT: If Certificate Is approved, approval Is subject to the 10 day appeal period provided In the Act. Disapproved ❑ OLD KING'S HIGHWAY HISTORIC DISTRICT Spec 'Sheet Foundation Type �, Ga�►G .1 Gv�1 G • �'T"11,1 Siding Typed- art 1S Chimney Type — Color Roof Material 15 ELLg g Color $td4e� Pitch h,S '�' �cc _ ,6L I eF lS I Windows 4 ( �( TI a�tS . Size Trim Color ;loons Color l tZ Shutters Gutters Deck S Garage Doors Color blfz . Ct1 � Notes: Fill out completely. including measurements and materials/colors to be use Three copies of this form are required for su�mittal of an application. . along with three copies each' of the plot plan. landscape plan and elevatic ans, when applicable. ® x 11}ot plan need not be "Certified" . but should show all structures on the Cd scale. 1 ` �.... -.T.i.c l-.,•�• 5 � e ( DEPARTMENT OF PUBLIC SAFETY _ COMMONWEALTH 1010 COMMONWEALTH AVE. OF ' I BOSTON,MASS.02215 I MASSACHUSETTS ENCLOSE CHECK OR MONEY ORDER CONST RL LSUPERVISOR I FOR REQUIRED FEE, EXPIRATION DATE I I MADE PAYABLE TO 1 0 6/3 0/19 93 7 EFFECTIVE DATE LIC-NO. 5 RESTRICTIONS p�,/30/ 1 991 002265 s "COMMISSIONER OF PUBLIC SAFETY" NONE = LARRY D NICKULAS (DO NOT SEND CASH). Box 39.5 1 1140WEST HYANNISPORT MA 02P CASE NOTE FEE INCREASE i PHOTO(BUSTING OPR ONLY( FEE: I 100. 00 I E FEC 1I VE FEES. 1 , 1989 J NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY 1 HEIGHT: STAMP,Ebr'OR -SIGNATURE OF THE OMMISSIONERDOB: ' �� 1� D, ( NOT DETACH LICENSE STUB • THIS DOCUMENT MUST BE SIGNATURE OF LICENSEE SIGN NAME IN FULL-ABOVE SIGNATURE LINE j i CARRIED ON THE PERSON OF - 1 THE IN THIDERS WHEN PATIOP �� �MMISSIONEIR OTHERS'RIGHT THUMB PRINT ED IN THIS OCCUPATIOI. / My✓ C , M-287-81429. —ALi ^~{'-L7/✓ - 2 ! TOWN OF BARNSTABLE 35914 ' . Permit No. . BUILDING DEPARTMENT ""� } TOWN OFFICE BUILDING Cash 7 .ML 610 o•,v'� HYANNIS.MASS.02601 Bond CERTIFICATE OF USE AND OCCUPANCY Issued to Nickulas Building Address Lot #58, 60 Josiahs Path West Barnstable, Mass. USE GROUP FIRE GRADING OCCUPANCY LOAD 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. ' July 29 93 ... .... ..... .... ....... .... 119 ........... Building Inspector P Assessor's office(1st Floor) NST ; r Assessor's map and lot number D (�O •°t j � ��( t w_; ;"`^ ,.� LLED G�nservation — PLIANCE WITH TITLE 5 Board of Health(3r6floor): �3 . DALISTD LESewage Permit number 'ENVIRONMENTAL CODE AND Of4Sse39.EngineeringDepartment 3rd floor: o �d° � House number Definitive Plan'Approved by Planning Board — ,77, 19��07 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE _ BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION /�y y 17 /9 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applie for a permit according to the following information: / Location d �5 PS r ', `2 Proposed Use Zoning District ! /�. Fire District J - Name of Owner 1z, ���, l�ii, ��ti Address Name of Builder Address Z_?a i'r r 'o Name of Architect Address l Number of Rooms Foundation Exterior lt C Roofing J �� Floors C Interior HeatingIL Plumbing od Fireplace /%e!�( Approximate Cost Area _4� Diagram of Lot and Building with Dimensions Fee �G Z � N s�- ��Z OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding t e above construction. Name Construction Supervisor's License NICKULAS BUILDING No 35914 permit For TWO STORY Single Family Dwelling Location Lot #58, 60 Josiahs Path West Barnstable Owner. 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