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0072 HARVARD STREET
I 1 (� I a i I, �I �—"-- _� �� _. � �" j ' Town of Barnstable THE 4 Regulatory Services Thomas F.Geiler,Director * snaxsTA"BM 9� MASS. �m� Building Division iOTE1 .39. Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PERMIT# �E' 3 FEE : $ SHED REGISTRATION 120 square feet or less 11 14 ARVAf-0 Sr 4 26 of Location of shed(address) Village Property owner's name Telephone number -0"7 131 bo i Size of Shed Map/Parcel# Ll e Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature required) �� 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:121901 N- �y LOT #37 LOT #34 A � OLOT #38 o V 14 PIZ LOT #40 h I 95.80' O _ 14 3' j i4 N 7.4 B' ------------------ 36' o , u') 0 in EXISTING SINGLE N O N STORY DWELLING 6' 8. l 20 7' LOT #39 # 5,553 tY 5F 88.20' HA Jr-? VARD S 2'1�ZE'E T C40 FOOT RIGHT OF WAY) THE OD ORE ME YER S MORTGAGE PLOT PLAN OF LAND LOCATED IN HYANNIS, MA RES. ZONE: RIC #72 HARVARD STREET _ REGISTRY OWNER: GEORGE & THEODORA PARAS DEED REF.: BOOK 5002 PAGE 043 PLAN REF.: BOOK 12 PAGE 057 .�HQFS'O DATE: 1 1/19/04 SCALE: 1 "=30 1 HEREBY .CERTIFY THAT. THIS PLAN HAS BEEN �� . OILS /� �/ prepared for sated o the g and the `n CAR1Y1 EN L . SHA Y dwelling is located on the ground as shown, That it conforme to the Town of Barnstable Zoning NO co Regulations at the time that it was constructed. ENVIRONMENTAL SERVICES, INC. And that this mortgage inspection was performed in accordance with the technical. standards for C��- _�yCg P.O. BOX 627, E. Falmouth, MA 02536 Mortgage Loan Inspections As Adopted By The ` Massachusetts Association of Land Surveyors and (508)-539-7966 Civil Engineers, Incorporated. This Lot Is Not In A FLOOD PLAIN. THIS PLAN IS FOR MORTGAGE PURPOSES ONLY. .5 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma Parcel U 1- 131 � �z p ) Application # l Health Division Date Issued 1 1 Conservation Division Application Fee ��11 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 2, j 611141 Village Z� Owner �� ( J1 e, Address Telephoned Permit Request (� 2-a �I'inf '� 1 n�/� Z &J� zhMS -✓f/ . q )11i IL Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation • Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Uk'o' Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other ft&E Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: existing new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: WrIGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes W40 Fireplaces: Existing New Existing wood/coal stove: ❑Yes Lt o Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) "Name V' ✓I S Telephone Number �`" T —"916 Address?( Glen Weed AM &W License # Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE __ I li FOR OFFICIAL USE ONLY ti APPLICATION # DATE ISSUED MAP/PARCEL NO. ' ADDRESS VILLAGE } OWNER .,.. r DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL _ GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT { ASSOCIATION PLAN NO. 1y } 1 Ile Commorrivealth o -Vassachusetts - Departtnent of Industrial Accidents - - Of we of fn frgations 600 WasliraigIOU Street y. Boston,?IAA 02111 spimmimmgovfdia '"corkers' Cuhnpensation Insurance Affidavit:Bidlders/Contractnr--JEIectricians/Plumbers Applicant Iufwmatinn Please print "bI r—Na= Y- 1p J(Address. 44 ( p y City/sta&Zip (�� Phones Are you an employer. Lheckthe appropriate box: Type of project(required). 1.❑ I am a employer with 1 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time)-* have hired the sub-contsacVtors 2.❑ I am a sale proprietor or partner- listed on the attached sheet. 7. ❑Remodeling slip and have no employees These sub-confractors have g.,❑Demolition 1 world), EN me in any capacity. employees sad have workers' 9. ❑Building addition O W-013MM, comp.insurance comp_msuranmi r e d- $. ❑ Weare a corporation and its 10.El Electrical repairs or additions edger ] 3. I am.a homeoumer doing all work officers have exercised their 11.❑Plumbing repairs or additions myself-[No workers'camp- right of exemption per MGL 12.❑Roofrepairs insurance reused.]-r c.152, §1(41 and we have no employees.[No workers' 13.❑Other comp-insurance required.]] 'Any applicant dot ched,box#1 most also M out the section beIow showing their wo tere compensation policy iaformz6aa- I l amw wners who submit ibis af5dm it=&catmg they are doing all weak sad then/tits auw&contractors mast sobnut anew affidavit indicating such. ICan=Mrs that check this box must attached as additional sheet shooing the name of The sub-cone wAxs.and state whether or not those entities hme empiayees. IfthemA-contractoesluveemployees,they mustpmuidetheir workers'comp.policy number. I am an errrpi��r tldat ispra�ztiirrg workers'carrrperrsrrtiorr insairarrce fvr any*enrpinJ�es $slat,is t7re paticy�arrd jab sure informadom Insurance:Company Name: Policy A or Self--ins.Lic.4 Expiration Irate: Job dregs: 2— 9 CA Y CKA — _Qty/StateJTw�._ etn n 1S YYi k �Zb .00llgtfach a copy of the workers'compensationpolicy declaration page(shomng the policy number.and expiration date). Failure to secure,coverage as required.udder Section 25A.of MGL c 152 can lead to the imposition of criminal penalties of a fine up to$1,50a 00 andfor one-yearinTrisonmwt,as well as ci%il penalties in the form of a STIOP WORK ORDER and a fine of up to 0.00 s day against the violator. Be advised that a copy of this statement may be f xwarded to the Office of Invest gatians of the DIA for insurance coverage verification. I afo heraby certrfj,;ruder a pains and penalties ofpedwy.that the in,form tion tried abmv is bus mid correct A A Sio ature: I q ) Irate: JI L Phone 9- tllcial use only. Dv riot trrite in tins area,to be completed by city artown offs al City or Town.: P'er> tff icense# Issuing A.nthority(circle one): 1.Board of Health 2.Building Department 3.CRyfrown.Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Ph-one#: Information and Instructions Massachusetts Geheral Laws chapter 152 requires all employers to provide woikers'compensation for their employees. pmmiantto this statu e,an employee is defined as."_.cvery person ia tho service of another uader aay contract ofhfir, express or implied,oral or wriftm." An employer is defined as"an individual,ual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or otherlegal entity,employing employees. However the owner of a dwelImg house having not more Than three apartments and-who resides therein,or the occupant of the - dwelling house of another who employs persons to do maim a a„ce,contraction or repair work on such dweIling house or on the grounds or building appurienant thereto shall notbecanse of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a ficse or permit to operate a business or to construct:ct buildings in the commonwealth for any ea applicantwho has notproduced acceptable evidence of compliance with the insurance.coverage required.." Additionally,MGL chapter 152,§25C(7)states'Neither the comm®.wc-alai,nor arty of its political subdivisions shall enter into any contract for the.perfonnauce ofpublic woikuntl acceptable evidence of compliance with the i„snance._ regv7.remenis of this chapter have been presented to the contracting authority." = Applicants Please fill out the woik='compensation affidavit completely,by cht6king the boxes that apply to yom-sitnatiou and,if necessary,supply sub-oontractor(s)name(s), addresses)and phone numbers) along with their=t ftcate(s)of in sur- ce. Lfi it'd Liability Companies(LLQ or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not requited to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit maybe submitted to the Department of Industrial Accidents for conformation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be retimmed to the city or town that the application for the permit or license is being requested not the Department of Industrial Accidents. Should you have any questions regarding the law or if you am mgan ed to obtain a workers' compensation policy,please call tha Department at the number listed below. Self-rosined companies should enter their self-ice license number on t31(,-appropriate at. City or Town Officials f _ Please be stn e that the affidavit is complete and priofed legiibIy. Tire Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure in fill in the pemidlicrose number which will be used as a reference number. In addition,an applicant that must submit multiple permitlIicense applications in any given year,need only submit one affidavit' current policy laf6rm.ation Cif necessary)and under"Job Site Address"the applicant should write"all locations in ( 'or town)."A copy of the affidavit that has been officially stamped or marked by the city or tAvm may be provided to the applicant as proof that a valid affidavit is on file for f rt=permits or licenses A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial ventz-e (i e. a dog license or permit to burn leaves etc.)said person is NOT rvpimd to complete ibis affidavit The of of Investigations would at to thank you in advance for your cooperafion and should you have any questions, please do not hesifate to give us a call The Department's address,telephone and fax mmnbe;r '�_ t CZX=M:kan th_of M&11_Z ach-r_tts ; Department c&Indusiiial Accidents 6Q-��ashingtan t• Bwton,MA G�11I TeL#617 727-44900 Qx- 06 or 1-977-MA&. Fax#617-727 7M Revised 424-07 .mass-go�f�a I • AWC Guide to Wood Constructio�r in Higli end Areas: 110 mph end Zone Massachusetts Checklist for Compliance(780 CiMR5301.2.1.1)' Loadhearing Wall Connections Lateral(no.of 16d common nails)._.........-................(Tables 7)........_------------ ------__----_-----__ Non•-Lmadbearing Wall Connections Lateral(no.of 16d common nails).._._..--..-__.-.--...._.(Table 8).........__...»........................._...... _.. Load Bearing Wall Openings(record largest opening but check all openings for conipfance to Table 9) Header Spans ------ ------------- 9)................._.._...._it_in.511' Sill Plate Spans ......»._._...._...__........_.___...._.(Table 9).............._.................—ft_in.511' Full Height Studs (no.of studs).............._...__.:.........(Table 9)................._._....._........_.... .... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans....................... g)................._._._...... —ft—in.s 12' Sill Plate Spans...._.__...........:._.............._........__...(i'able 9).».....»:..._._......_._.... ft in.51r Full Height Studs(no.of studs)..._:............._....__._....(fable 9)._....._................_.... __..._.... .... 15dertor Wall Sheathing to Resist Uplift and Shear Simuftanbously4. Minimum BuOng Umension,W Nominal Height of Tallest Opening2 ......................._.....................:_............._........._.. SheathingType..........................................(note 4):,..........................._...._............. -- Edge Nail Spacing.........._._.............».„........(Table 10 or note 4 if less)............._._....... In. _ FieldNail Spacing.........._....-.._.._.._._.......(Table 10)........................__....._......._ in. Shear Connection(no.of 16d common nails)(fable 10)... ................_.......................... Percent Full-Height Sheathing.._.-_........: -(fable 10)........................................_... —% -- 5%Additional Sheathing for WWI with Opening>6W(Design Concepts)................... Maximum Building Dimension,L Nominal Height of Tallest Opening2...»........»......................................................... 5 6'8' SheathingType.......................................(note 4)..................._...._._.......»_..._...... Edge Nail Spacing.............................._._ -(Table i 1 or note 4 if less)....._.-..___._.... in. FeldNail Spacing....._.._..........._.....,..._......(Table 11)............_...._.......___....._,....... in. Shear Connection(no.of 16d common nails)(Table 11)......._................_....:...._................._ __ Percent Full-Height Sheathing..._.;.........._.._(rable 11)............._.».»...__...._...:_....._.__% 5%Additional Sheathing for Wall writh'Opening>6'8'(Design Concepts)_.......... .. Wall Cladding Rated for Wind Speed7._..._....................:.._................-..............._.........__..... ._._._._.._...___._........_ ' 5.1 fZOOFS• Roof framing member spans checked?.......-._:...__-....(For Rafters use AWC Span Tool,see BBRS Website) —_ Roof Overhang .................................................(Figure 19)............._ft 5 smaller of 2'-or Ll3 Truss or Rafter Connectlons at Loadbearing Walls Proprietary Connectors Uplift........................: ..__. (Table 12)---................. ............U= plf Lateral ................_....._._._.......(Table 12)...._................... ......._._....L= pif Shear.-'----.........................(Table 12).............._-............__....-_..S= ' •Plf Ridge Strap Connections,If collar ties not used per page 21... (fable 13)............................T= pif Gable Rake Oudooker....................:...........»».......(Figure 20)............. ft 5 smaller of 2'or L/2 ' Tarns or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift_....._............:......-_.__.(Table 14).........._._..............»_........._U= lb. Lateral(no.of i 6d common nails)...(Table 14)................... _ ....................L lb. Roof Sheathing Type.._..._.___...._.._......_.....-_ .(per 780 CMR Chapters 58 and 59) ........... Roof Sheathing Thickness.............._.._........__...:.................._._..............._........._in.z 7/16'WSP Roof Sheathing Fastening................._..-....................::(Table 2)...............--»-:-.........._-...................._ Notes: •1. , This cheddist shall be met in its entirety,excluding the specific exception noted In 2,to comply with the requirements of 780 CMR-530121.1 Item 1.If the checklist is met In its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 2b Gage Soaps per Figure 11 c. Uplift Straps per Figure 14 d. Ali Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2 Exception:Opening heights of up to 8 ft shall be permitted when 5%is added to the percent full-height sheathing - requirenierrts shown in Tables 10 and 11. , 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. AFYC'Guide to Wood Construction ire High Find Areas:IIO uiph Tend Zone Massachusetts Checklist for Compliance(780 Ch4R5301:2.l.l)' R1 Check . - compliance 1.1 SCOPE WindSpeed(3-sec.gust).»..__.......................»...»»..._....»_.............»....»...».».............. _-.1110 mph WindExposure Category..»..........»...»......».....»__.».._._._.............._».........._....................:................._a Wind Exposure Category................Engineering,Required For Entire Project........................................0 12 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shag be considered a story) stories 5 2 stories Roof Pitch___.*._.»....»»...._.».»»....».�_.:.... . ..(Fig 2) ......».. • ....................... 512.12 Mean Roof Height ...»-..._......».»._.__.........._._.._.�.».._(Fig 2)........................................ ft 5'33' Building Width,W_......____.._...».»......._..._.._.»__.__,..(Fig 3)----.................._............__�---_ft s BO' Building Length,L• ....... ».._....(Fig 3)_._...................................... •ft 5 80' Building Aspect Ratio RJW) ............... ..._...(Fig 4)- < - Nominal Height of Tallest Opening _................ (Fig 4 ......._.._..»_. 5 6'B' 1.3 FRAMING CONNECTIONS General compliance with framing cannectlons_..»._....... .(Table 2).........._..............................._........_....... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Cons•Cte...........................:.......................:........................:............................... ......... ......... ConaetE Masonry........ ».»...»...».»._._...........:.._..__:. 22 ANCHORAGE TO FOUNDATION''a 5/B'Anchor Bofts4mbedded or S/B'Proprietary Mechanical Anchors as an alternative in concrete only BoltSpacing-general................................._ ...:.(Table4)..........._...................__..--- - in. Bolt Spacing from endrolyd of plate...._......._..._-----(Fig 5)._.._.._.._..:..:.............. In.5 6'-12'. Bolt Embedment-concrete......._...._..__.___.._...(Flg 5)......_............»_..».:..........._.—.—In.Z r Bolt Embedment-masonry.»-_........__.;....._»._.........(Flg 5)__.:..._.I......................»_._ in.Z 15' PlateWasher_:..._.........._._..._...._._.»..._»._.».........{Fig 5).._..._..».._»......».................i 3-x 3-x'/- 3.1 FLOORS Floorframing member spans checked ..._...._......__....».(per 780 CMR Chapter 55)....._...__»..._..._:.._._ Maximum Floor Opening Qimension.»:._»..»........__. ..(Fig 6)....._......................... ' Fug Height Wall Studs at Floor Openings less than 2'from Exterior Wag(Fig 6)..:..........................: ...... MkXIMUm Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall...._........»Fig 7)................._...._._._._._..........__Tft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls*or Shearwalt...._..»..»»(Flg 8)_.._._........._.......». ft <_d FloorBracing at Endwals..»......»............»_._......».._»...-..(Fl9 9)_•-...................... ._.......-_».....»....._...._. Floor Sheathing Type ........_........».._...:_...__..._._..».......(per 780 CMR Chapter 55)............................ Floor Sheathing Thickness .....(pdr 7110 CMR Chapter 55)....................... In. Floor Sheathing Fastening_..»........_..........__........_..........( #le 2)_—d nails at in edge 1—in field 4.1 WALLS Wag Height • Laadbearing wags._.._.-- ...... ..............__.».(Fig 10 and Table 5)_........._............._ft 51(r Non-Loadbearing walls.._-.;.. ,...-..._...._.._....:»..-.-.....(Fig 10 and Table 5)......................... ft's 2(r Wall Stud Spacing ..... ........:............_»..........»(Fig 10 and Table 5).»..........._..._in.5 24'mm Wag Story Offsets .........._.---...................__......».._...(Figs 7&8)_......................................—ft 5 d 42 OXTERIOR•WALLS' Wood Studs Loadbearing walls.».»..............._......._........_._..---....(Table;r).......»....................mac --ft—in. Non-Loadbearing wails :(Table 5)._..........................2)c - it In_ Gable End Wail Bracing' Full Helot Endwall Fg 10)_..... ............. _:....... WSP•Affic Floor Length.____._....»... »:...»..»__.....(Fig 11)__...__..-........»:_._....».... ftzW13 Gypsum Ceiling Length(If WSP not used)....:.........._:.(Fig 11).__......._...- _._............:..._ft z 0.9W - and 2 x 4 Continuous Lateral Brace @ 5 ft o.c._(Fig 11�_..:.................._....... ...._.».._.. . .. or 1 x 3 ceiling-furring strips @ 1 ti spacing min.with 2 x 4 bioctcing @ 4 it spaang in end joist or buss bays Double Top Plate Splice.Length ...... _..._.....».._. -- _..(Fig 13 and Table 6)..........................._. —ft Splice Connection(no.of 16d common nails)........._....(Table 6)..._..»_.__......»............._..�....».:.... . e AWC Giiide fo Wood Coristruction hi Rich Wind Areas: 110 mph 1, 7 d Zone • Massachusetts Checklist for Compliance(7so CNIR s-3oi.2J:l)r 4. a. From Tables 10 and 11 and location of wall sheathing and Balding Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 711 B'and be installed as follows: L . Panels shall be Instilled With strength axis parallel to studs. fi. M horizontal joints shall occur over and be nailed to framing. BL On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top•member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nall spacing at'double top plates,band joists,and girders shall be a double row of ad staggered at 3 inches on center per figures below:Vertical and Horimntal Nailing for Panel Attachment 5. Glazing protection:a)new house or horizontal addition—required tf project is 1 mile or closer to shore(generally,south of Rte.28 or north of Rte.6) b)vertical addition—not required unless there is extenslve renovation to the first•tioor c)replacement 4riridows—needs energy conservation compliance only(chap 93) B.Wood Frame.Constructlon Manual(WFCM)for 110 MPH,Exposure B may be obtained from the American Wood Council (AWC)website. YVFif3tTHsl�EF�3'rsonr �AArtDiG MEW MA" ATWI= • u r1 it it ii itLi •I 1 r o to ' , r o i t i I ii it t � 1 1 C . I R „'I Q 1 I . r 1 ai 1t '1 1 i • II ,►�r t IDE;E,KiFRF.®L1,8 If L09 1( rl r 1 1 X 1 1 11 l l 1, 1 •� �•' - 1 t 11 11 l7Dul31.E$?Ga: \ 3�t1dw NArtrSPAt�Nt3 , WJJL PATTIMN PANS. — �•4 PAfiLEDCE AouaLENA1LwmESPAcm maxL See Dahill on Next Page ' Vertical end Horizontal Naffing Detail • far Panel Attachment Vertical and Hotizantal Nailing for Panel Attachment Town of Barnstable Regulatory Services Richard V.Scali,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property F hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant r Print Name Print Name Date QTORMS:OWNERPERNOSIONPOOLS Town of Barnstable Regulatory Services dF Richard V.Scali,Director Building Division • BAMSTASM Tom Perry,Building Commissioner MAM 0 9. .� 200 Main Street, Hyannis,MA 02601 �Eo www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION .Please Print DATE:���I JOB LOCATION: ZgaVaAd v ' 171V_r number s eet ) //' village "HOMEOWNER": cho" A —Z y/ J/(��ty name home phone# work phone# ro CURRENT MAILING ADDRESS: �� tJ!1 �U&44e Al f, 4 � 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 su ervisor. 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 requirements. Signa of Homeowner 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 to amend and adopt such a form/certification for use in your community. Q:\WPFUM\FORMS\building permit forms\E3PRESS.doe Revised 040215 -:-�•- L e O . E p TORS REVIEWED 3 B N T L UI DING DEPT. — ATE FIR DEPAR ENT D TE BOTH SIGNATURES ARE REQUIRED POR PERMITTING a �• - ¢tlk �: +•� •RK�: 2m �.octit:.::to:�t 1 v, Did v..• d! ... �... .. :... .. X .. >... (� L v 3 j f � 3 f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map w Parcel Permit# Of l �` Health Division �L ' f I � °3 '' s;: - Date Issued Conservation Division d 5y`��' � J Application Fee Tax Collector Permit F456 Treasurer 01 Planning Dept. j , CONNECTED SEWER ACCOUNT Date Definitive Plan Approved by Planning Board # :3;1-41� Historic-OKH Preservation/Hyannis Project Street Address 26-21 Village Owner �/ � 'S Address (0-:� IAVAx5, /Y4 Telephone _��v ['���/ Permit Request A F•` r U ' a/ Y Square feet: 1 st floor: existing oa(of f proposed 2nd floor: existing propose _ Total newg Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type 0006, Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 4-"-Two Family ❑ Multi-Family(#units) Age of Existing Structure 6Q1L Historic House: ❑Yes UAIe--- On Old King's Highway: ❑Yes Z Pdo— Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other =EAR Basement Finished Area(sq.ft.) t� 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 L,;>z First Floor Room Count Heat Type and Fuel: as ❑Oil ❑ Electric ❑Other Central Air: ❑Yes g3-Na Fireplaces: Existing �_ New Existing wood/coal stove: ❑Yes L-LNe-- Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use �� BUILDER INFORMATION Name Telephone Number Address License# 00 �dl Home Improvement Contractor# Worker's Compensation# 21 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �� SIGNATURE _ DATE FOR OFFICIAL USE ONLY PEtWIT NO. DATE ISSUED I MAP/PARCEL NO. ADDRESS T! VILLAGE i OWNER DATE OF INSPECTION: FOUNDATION FRAME y/�R in 6 A _ / ? AQ C' _Z-107 INSULATION , _ / Fd K z, ' FIREPLACE ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL n - GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT , ASSOCIATION PLAN NO. r" r k S ' The Commonwealth of Massachusetts Department of Industrial Accidents' �► wee91 �'asd�►�s — 6oa Washington Street Boston,Mass. .02111 WoMrs' Com ensation.Insurance Affidavit-General Businesses name: address: y ) state: ziy: phone# v \ work site location M11 address): Z ❑ I am a sole proprietor and have no one Business Type: ❑Retail ElRestaurantSai/Eating Establishment g m any capacity. ❑Office❑ Sales(including Real Estate,;Autos etc.)' em 1oyer with em�lo (full& art time): ❑Other . aIIi an employer pro.'ding vYorkers' compensation for my employees working on this job.. >• :.J•m• la$1 address:- .i •[�A , •' :''':',.::,:-.,'C:,!r,•i one. #: .`:'. Y,"•.:.. 'a, yr 4'�- • +.J'• ' .insurarice.cb:.:,....;:r:. !:.: ;..•.;,.. :h;,,,• `�)=•:• .oh •#�::�• ':�':'.: VP I am a sole proprietor and have hired the independent contractors listed below who have the following workers' ' :• compensation polices: city J•. d)ioae'# irisuranceco. •:�;; ���• ''1ic #�' �;•:.'•;r.';.+:••• <.}.:;�'•:• .: ,...• _ ,:1' ;}; .. go-;. -''�• ` yr .� .,., .. ,. •..,. , - . .. :'• •Sir. ':+;.:1.....:.::..:..: i 1'S�'.: ,�`f.J';+:•.: ..' ,;J,, company address•. ' '~ . , - -`':1 �. fit^ . '•�;u.. one . .. '•:a •. '• ••'. IIISUEBIICe a .. Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that p copy of this statement maybe forwarded to of Investigations of the DIA for coverage verification. I do hereby certify ux er t e p ' s and pex s o jury that the information provided above isJfrue and correct Signature Date Print name Phone# )"' 72-5 official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board ❑-check if immediate response is required []Selectman's Office ❑Health Department contact person: phone#; ❑Other__ (tweed Sept 2003) Information and Instructions . I Massachusetts General Laws.chf pter 152 section 25 requires all employers.to provide workers' compensation for their.. employees; As quoted from the `law", an employee is.defined as every person in the service of another under any contract of hire, express or implied; oral or written. An employer is defined as an individual,partnership, association, corporation or other Legal entity, or any two or mare of the foregoing engaged in ajoint enterprise, and including the legal.representatives of a deceased,employer, or the receiver or trustee of an individual,partnership,association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the.occWant of the.dwelling house of another who employs.persoiis to do.maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such.employment.be deemed to be an employer. MGL chapter 152 section 25 also'states that every. state'or local licensing agency.shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the.commonwealth for any applicant who has not produced acceptable evidence'of compliance with the insurance coverage required Additionally, neither the commonwealth nor.any.of its political subdivisions shall enter into any contract for the performance of public work until compliance with the insurance requirements of this chapter have been presented to the contracting acceptable evidence of . authority. Applicants Please fill in .the workers' compensation affidavit completely,by checking the box that applies to your situation..Please supply company name, address.and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of°Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a:workers.'compensation policy,please call the Department at the number listeA.below. City or Towns . Please be sure that the affidavit is complete and.printed legibly. .The Department has provided a space at the bottom of the affidavit for you to fill out in the event'the Office of Investigations has to contact you regarding the applicant. Please be sure to fillip the permit/license Uumber.which will be used as a reference number. The.affidavits maybe returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents M"0[Ungfiggens 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 exL 406 I� o�TM r°�w Town of Barnstable Regulatory Services sSrABIA. Thomas F.Geller,Director 9 1619. � MA'S Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 . Office: 508-862-4038 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,modemization,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. Estimated Cost � Type of Work:-- "T= Address of Work Owner's Name: ( �� 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 PULING THMIR OWN PERNIIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY.'FUND UNDERMGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: ��-- Date Contractor Name Registration No. OR Date Owner's Name Q:forms:homeafFdav RESI®ENTIAL BUILDING MOM FEES APPLICATION FEE , New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 . d m d Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE 0_square feet x$96/sq.foot= ee!�) x.0041= � plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus frombelow(if applicable) - GARAGES(attached&detached) square feet x$321sq.ft.= x.0041= ACCESSORY STRUCTURE>120.sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf-1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041- STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25,00. Relocation/Moving $150.00 (plus above if applicable) �10 Permit Fee Projcost Rev:063004 Town of Barnstable °;. Regulatory Services snnx � t Thomas F.Geilers Director 63 .�01 Building Division Tom.Perry, Building Comminloner 200 Main Street,Iiyannis,MA 02601 www.towm,barustable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder ,-77�-,, ,as Owner of the subject property hereby authorize:'.' l}� �--/1 4f to -act on behalf, he y in all matters relative to work authorized by this building permit application for, �V- (Address of Job) Vjgaatu*re � er • Date Z'�tXame •• r i ✓fLC C/100)YIYf.OQ2[UCCLLU2 O/. �j.RlQCyf4 BOP vRD OF7BlILDh1 GULAVTFO�IS . ; icense GO NSTRUCTI,©'NwS.UPE=RdYIS©I Swum1be,: G 009013 'B'� — 949 T. 6 Tr.no: 25776 Rer, U GRFnG;®RdYl1h 33A.... R AV W YAFM, UTH, ` , Commissioner ®r Oard q Of$uilding.Re Hole IMPROV gulatid l and Standards Regist '� eNjeNT CONTRACTOR 106395 23/2006 GREGORY M. -: idual Gregory Cauley 33ggaefAVenu W Yarmouth,Mq 026` Administrator | � MASchec"k ooMeLzxwcE omvouT Massachusetts uoarnv code . ' Permit # | maaohoox Software Version 2.01 | | ( | i Checked by/Date | ozcu: Barnstable ' ornro: maouooxuuetta ` uoo: 6137 oomocunccznm zxpo' z or c Family, Detached emaczmo uvyrom TYPE: Other (Non--Electric aaaiata^vr) oaro: 1-*-2005 DarD or pLaW8: Jan. ], 2005 TITLE: rod moyezu pnoaEur zwroamarzom; Harvard utzeeL. oyunniu, ma. co*pLzumcE: pAaamu Required na ~ zz] Your Home = 50 Area uz cavity Cont. Glazing/Door pezioctc/ n-Value n-Value n-Value nu --------------------------'----------------- ------------------------------- cozLzmsa yoa 30.0 30.o Ia WALLS: wovu Frame, 1.6" G.C. sro 13.0 13.: 32 oLAuzwo: Windows or ouozu 27 0.320 u ovac uOnzpoumr. rorouoo, 80.0 xrqo ----------------------------'-------------------- ------------------------ cmyPLzmncn oTaromEmc: The proposed building design u°ocziued here is 0000iutuut with the building plans, specifications, and other calculations submitted with the permit application. rhe prupo*ed building has been designed to meet the requirements of the wauoacuunettx uoerov Code. The heating zouu for this building, auu �-qo ^^oziuo load if appropriate, � � has been determined using the li uul 4itioum found in the Code. r r cool the 0v iluiuo shall be no greater uactiooa ?000Mo »lu ^peciried in � auuuor/oeui«oe oate_� o � � � | | / MAScheck,,TNSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 Ted Meyers DATE' 1-4-2.005 Bldg. 1 Dept. 1 Use 1 1 1 CEILINGS: [ } j 1. R-30 + R-30 { commentsJhacation -- I 1 WALLS: [ } I 1. Wood Frame, 16" O.C., R-13 r A.-13 I Comments/Location`. I WINDOWS AND GLASS DOORS: [ ] { 1. U-value: 0.32 For windows without labeled [I-valuss, describe reatar.es: # Panes,— Frame Type --- Thermal Break? t } Yes ( J No j Comments/Location .�_-..-T___— _---.-___.-.-__--.--___._--- - I 1 HVAC EQUIPMENT: [ I 1. Furnace, 80.0 AF'UE or higher Make and Model Number -- I I AIR LEAKAGE: [ ] I Joints, penetrations, and all other such openings .in the building j envelope that are sources of air leakage must be sealed. When f installed in the building enveiape, recessed t_ighting fixtures i shall meet one of the following requirements: 1 1. Type IC rated, manufactured with no penetr.1t.ions between the inside of the recessed fixture and ceiling cavity and sealed or j gasketed to prevent air leakage .into the unconditioned space. 1 2. Type IC rated, in accordance with Standard ASTM E 283, with no j more than 2.0 cfm (0.944 L/s) air movement from the the j conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 l.bs/ft2 prassure j difference and shall be labeled. i I VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all i1on-vented framed I ceilings, walls, and floors. i i MATERIALS IDENTIFICATION: ( 1 I Materials and equipment must be i-dentified so uhlt compliance can j be determined. Manufacturer manuals for all. installed heating j and Cooling equipment and service water heating aqui.pment must be I provided. Insulation R-values, glazing U--values, and heating I equipment efficiency must be clearly marked 01i the building plans I or specifications. I I DUCT INSULATION: [ ] I Ducts shall be insulated per Table J4.4. 1.1. I llUCT CONSTRUCTION: ( 1 I A]-1 accessible joints, seams, and connections of sapp.ly and return I ductwork located outside conditionod space, including stud bays or I joist cavities/spaces used to transport air, shall. be sealed using mastic and fibrous backing tape installed according to the 1 manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing I air and water systems. I I TEMPERATURE CONTROLS: [ J I Thermostats are required for each separate HVAC systein. A manual I or automatic means to partially restrict or shut off the heating I and/or cooling input to each zone oi_ floor shall. be provided. I I HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/cooling system is I not greater. than 125; of the desi.;rn load as specified i in Sections 780CMR 1310 and J4.4. [ J I SWIMMING POOLS: I All heated swimming pools must. have an on/off heater switch and i require a cover unless over 20% of the heating energy is from I non-depletable sources. Pool pumps require a time clock. I [ ) I HVAC PIPING INSULATION: I HVAC piping conveying fluids above 1.20 F or chilled fluids I below 5.5 F must be insulated to the 'Following levels (in.) : I I PIPE SIZES (in. ) I HEATING SYSTEMS: TEMP (F} 2" RONOUTS 0-l." 1.25-2" 2.5-4" I Low pressure/temp. 201-250 1 .0 .1.5 1 .5 2.0 I Low temperature 120-200 0.5 1.0 1.0 1.5 I Steam r_ondensate any 1..0 1.0 1-.5 2.0 1 COOLING SYSTEMS: I Chilled water or 40-:55 0.5 0.`) 0.75 1.0 I refrigerant below 40 1..0 1.0 1.5 1.5 I I I CIRCULATING HOT WATER SYSTEMS: I Insulate circulating hot .water piyes to the following levels (in.) : I I PIPE ST7Fc (.i.n.) I NON-CIRCULATING i CIRCULATING MAINS 6 RUNOUTS I HFATFD WATER TEMP (F) : RUNOUTF 0-1" 1 0-1.25" 1.5-2..0" 2.0+" i 1'10-180 0.5 ( 1.0 1.5 2.0 I 140-160 0.5 I 0.5 1.0 1.5 I 100-130 0.5 I 0.5 0.5 1.0 ( ----NOTES TO FIELD (Building Department_ use • LOT #37 LOT #34 ! O LOT #38 "ry 0 h + V a LOT #40 PE 95.80' 14. 3' 0 ry 7.48 .. 0 C 36' o Lr) 0 ), EXISTING SINGLE N O STORY DWEWNG 36' 8.40 2 7' LOT #39 5,553 +/— SF 0 88.2(' I ( I HAR VARD S' TREE T r lIS C40 FOOT RrC"7- OF .WAY) t , t f ,�., s- � ] •. t rt--.' I d t� }(A"1 14 I � I t DO t��,l�R;,�uI��1i'.E>sin{eI,:p ��i'I!,I:FMgg:)x��n:AIPS �N i;E''�I��tta,,i I O.YR°!,tfF�`sa''rt'�i.4I,I 4Z��R�r''�.Ai;,,+I�rtf.i'.��N:.;:{,S,<i,'1�*D'°'�.7�1x�i:�,�i�,�.'I1 rLIll�L,I..;�"j1.I��0i��t 6•.I 1..��ir_i,1}:t l.f g :} I' ' r1tsu31;•l�Ys„.a;�' ,f�4n�I}gdE 4Id,.71..},I�.tP•�3',(3:..§�.,!I'.1t��ht�f 1l i,��If t,,.',°=,:�,:Cs,r8�t I",'�;l�i�1�';l xyi�d-,il•/�1t I:� x�4i;lI'w . �s.��•9� j. LOCATED IIV -. HYANNIS, MA RES. ZOJVE: RC , #72 HARVARD STREET REGISTRY OWNER: GEORGE & THEODORA PARAS DEED REF.: BOOK 5002 PAGE 043 PLAN REF.: BOOK 12 PAGE 057OOF DATE: 11/19/04 SCALE: 1 "=30' I HEREBY CERTIFY THAT THIS PLAN"HAS BEEN ?� OILBERT /��j T C /� prepared for THEODORE MEYE 9S and the 9� � "T� M CAR1Y1 1� 1 V % E` ,(, '�.J HA 1 d ; f nd~'psi sFiown,Thatf' i _ . T t fIt �'. dwelling Is located on the rou I t,:conforme to the Town o Barnstable .Zortrn `I+ pJp ;rn R'dgulotl,ons at the time thata.tt was,:constructed,-1, v � y r ENVIRONtT1ENTAL '"SERVICES, INC And- th'ot this mortgage insppection was performed' in accordance with the techntcol- standards for P.O. BOX 627, E. Falmouth, MA 02536 . Mortgage Loan Inspections As Adopted By The Massachusetts Association of Land Surveyors and (508)-539-7966 Civil Engineers, Incorporated. This Lot Is Not In A FLOOD PLAIN, THIS PLAN IS FOR MORTGAGE PURPOSES ONLY. t ' Daniel E. Braman* Px- �o C) K-. tA C C co •.� 189 Harbor Point Rd. CummagW4 MA 026.37-0361 tE5 dr� :�3 v P5 S vv rT c: 15 t ES ZZ-�\ 57 , f- 1 V-,PAL. T--C' 2c----> K 2-5 v L-c-o.2S It o7 Fr L 5 t 7317 A \M e- s� � c� ,ns < ` Y o DANIEL;E: O BRAMAN �' m STRUCTURAL N 305 �®� QrsT ' P� �s E Town of Barnstable *Permit# Sr 0 Expires o mnths from Issue • Re ulato. Services Fee- 9 �' Tliomas:F.Geiler,Director %639• �m 'OTfD MA't a �. ...._.. ... _...._..._._ Building Division- . - - --Tom Perry, Building Commissioner ei 200 Main Street, Hyannis,MA 02601- Office: 508-862-4038 _._. ....... . ..... ... . . Fax: 508-790-6230. . .. ... -EXPRESS - RESIDENTIAL ONLY W SIN . . Not Valid without Red X Press Imprint F a�� . vlap/parcel Number _ ?roperty Address:DA esidential Value of Work a � Minimum fee of$25.00.for work under$6000.00 Owner's Name&Address �� Contractor's Name_g����� Telephone Number p Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) �� y []Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner [V^ave Worker's Compensation-Insurance Insurance Company Name Workman's Comp.Policy# /�� �� _ � _--- Ad .w . 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 s- ❑Re-roof(not stripping. Going over existing layers of roof) i- e-side Replacement Windows. U-Value e3 ( *Where required: Issuance of this permit does not exempt compliance with other s 4 s ***Note: Prop e er tsi;gnProperty OwrierI,e ro t Contractors License isa_e Ho , Signature x Q:Forms:expmtrg Revisc063004 f� � a.s Town of Barnstable Regulatory Services r • ' Thomas F.Geller,Director 163 a`�� Building Division fp NiP. Tom Perry, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable;ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder as Owner of the subject property hereby authorize4 EG C"� ' to act on my behalf; in all matters relative to work authorized byt] i building permit application for: 7 dress of Job} 1 ignature of er Date Print Nkrne .. _......+.m.nitnrc�oLvadTCCTnN > F v ngC 5�t n�nt I Or 2-,or, C:Eli.l11 '3b19•T'S '1� t►. '•� / ..�� 5�rl Jy 1 y� 5 } P.k. - + 6. Tn COTIT)NOD VS TLouQ STS 1 - --- �. z c►max j��yw�uD 7 _._... Ir Cl,/ ck w s ----..__.... -- ... _ _. _ — i era "' ` -._..__ .._._..._ ,;-� it - LVG �v f yXte �U 1`I� f •I- �.. I at air lx".Ainkt`72 • 1 • ;., L-,7r Y4"s 1 17' APPROVED er: CRATHIV 199 W`` r^ ,•j 1 - 'T '� ��.`�+-'1 tiff - : v 11 1 Y r1 /r t 1/ / :1 } L1 EX 1 r')*aci SLK3. FvJW T,A,i�bt•1 4 Zrt n..pp z -To :--J N_ tLO„.S � _ 1 � � 7{ •..`1 Z T.1 A'1N "P.01-7 G- La li•> I&�R -L�..� ✓ .;v f:? 1 P'�iD 12' X W nQ*_10 TUv�,,r.� Jl�t �_•,l<i t-ve+T �n 5'�nm:l <j�.es�ls. j I y _ 5cI,4 'tvr�ES C.6•711'RYts .2." Fr:.orq T6c. c7�1�-5r�.E" .: j i 't Zll. ;l �d�c of jLR$. . —, ID��.1 £,Y,5", L-S N(."W Ll X:a t'' ;; a r, rz ?,1,i'A+ _ i I 1 : Y E 1 31. 1 r SCALE:./L�•tr �- f' APPROVED BY: • wiAwro DATE: 1 Z,1 (e by R6ytSEp . r • r N B�� r _ :! - r •ter .:'�. -- � .:;. �'.� .. .. I _ ,Z + 40 i' i 1 ' ` r II 1 � -IZo1•'I�" =lE.`.Y>;Tl"JF�_ - � F, 1r� "'s C:!..E.�. ,ij-'loll _ ;t Tip A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide qp Irr a Tn'at Fra er-sS Pnrlpt n_..;,- f P nA h T R h T fprm t'nn 36' 9" - Ti pert® + M1 -fT - - I 1 - - - - - - - 1 �- — 2— — — — - -n- - CREATED BY JOS COMMENTS EF 2 1/16" 4 13/16" - 4 7/16" 4 1/2" 4 7/16" 4 13/16" 2 1/16" I' Mid-Cape Home Centers GREG CAVLEY II PO BOX 1418 TED MEYERS EI I 465 ROUTE 134 72 HARVARD RD II SOUTH DENNIS, MA 02660 HYANNIS MA �I 5083986071 FAX: 5083984559 tt II II RI II SYMBOL LEGEND EE II Point Load t I v Line Load fl .. II Area Load I� Detail Callout Label N II 0. (See Framer's Pocket Guide) �IN II Required Bearing Length in inches (Adequate bearing has been provided if II II bearing length is not indicated.) oil fI n ` II 1116" I Al II If II II II I� II LEVEL NOTES File Name: MEYERS, TED.JOB n Level Name: SECOND FLOOR Plotted: 12/21/2004 07:31 II II Design Status: II II FIRST FLOOR....12/21/2004 07:27 - SECOND FLOOR...12/21/2004 07:27 II ATTIC LOADS....12/21/2004 07:27 II ROOF LOADS.....12/21/2004 07:27 II NOTE: Level design times indicated above provide assurance for proper level stacking. M1 _ _ — _ _ _ — _ — _ — _ _ I _ I _ _ _ _ -- - Design Methodology: ASD2 no _ Floor Area Loading Is: 40psf Live Load and 12 psf Dead Load 4 1/4" 3 13/16" O 3 15716" 3 13/16" 4 1/4" Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ-Pro Rating Information: ' Weighted Average: 39 • - - - Lowest Rating: 39 .- Highest Rating: 39 Glued & Nailed Decking is Required Direct Applied Ceiling of 1/2"Gypsum is Required - 1 X 4 Strapping is Required Floor Decking: 23/32^ Panels (24" Span Rating) Normal O.C. Spacing = 16"" •Unless noted otherwise HANGER LIST - Simpson Strong-Tie Company, Inc.® Layout Scale: 1/4" - 1 JOIST AND BEAM LIST ACCESSORIES LIST Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes Plot ID Length Product Plies Qty H1 27 GLTV3.514 4-16d 6-16d 6-16d (2) Plot ID Length Product Plies Qty Al 26' 14^ TJI 560 joist 1 27 .Hanger Notes: Wbl 11" 2x4 Web Stiffeners 2 54 M1 38' 1 3/4" x 9 1/2"-1.9E Miorollam LVL 2 4 Rml 16' 1 1/4" x 14^ 1.3E TimberStrand LSL - 1 6 Page 2 of 3 M2 26' 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 4 (2) Web-Stiffeners Required Shl 4' x 8' 23/32" Panels (24" Span Rating) 1 30 Rm, Aim Board FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE TJ-Xpert 6.35 0689)C6.35 D6.35 56.35 P6.35