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HomeMy WebLinkAbout0029 OLANDER DRIVE o� 0 Sri �P REGISTRATION AND CERTIFICATION FORM - FOR FORECLOSING/FORECLOSED PROPERTY j Q Thank you for registering in accordance with Town of Barnstable Code chapter y sections 224-3 and 224-4. Please complete one form for each property in fore e (section 224-3)or already foreclosed for which possession has been taken(sect 224- !' 4). Please file the original with the Building Commissioner and a copy with the I, hief of the Fire District in which the property is located. If you claim you are exempt from registering under Massachusetts law,please sta the reason(s)and complete section 1 (property information)and the first paragraph o oN• section 2 (foreclosing parry,court,etc. and foreclosing party representative,but not other representatives and attorney)so that the Town can review the exemption and update its records: r Section 1 -Property Information Property Address: 29 OLANDER DR, HYANNIS, MA 02601 5 Assessors Map#: Parcel#: 270_216, Land area and.description Building(s)description and contents Occupied: Occupant(s)(if borrowers so state and include name(s)) Phone: email: other: Vacant: Date: Anticipated Length of Vacancy: . Last occupant(s))(if borrowers so state and include name(s)) .Phone: email: other: Has possession been taken If so,please explain and complete and file the maintenance and security plan form.(unless exempt as stated above),- Section 2- Foreclosing Party Information Foreclosing Party.(full name/title), PennyMac Loan Services -Docket# Foreclosure Case Court: - ,y Date filed:02/07/2019 Current Status: Foreclosing Party's representative(s)for property(entry,management,repair, etc.)(name,title,): Nickie Bigenho Company(if different from foreclosing party):MCS ' Address:350 Highland Drive Suite 100, Lewisville,TX 75067 Phone:4697715452 email: other: If an exemption is claimed,please do not complete the remainder. . Other representative(s)(if foregoing representative is primarily'responsible for property and/or foreclosure and is most likely to be able to address town matters concerning the property and/or foreclosure,please so state and do not complete contact information(i.e. "none"or"see above")). Name,title,other: Eric Moore Company(if different from foreclosing parry):PennyMac Loan Services Address:27720 Jefferson Ave.Ste. 210,Temecula, CA 92590 Phone(s):.877-338-3791 email(s):propertyregistrations@bron other: - Name,title,other: Company(if different from foreclosing party):' Address: ' Phone: email: other: Attorney representing foreclosing party_ Firm name(if different from attorney's name): l Address: F Phone(s): email(s): other: I acknowledge that the information provided is accurate and correct. I also understand that any inaccurate information will result in non-compliance with section 224-3 of chapter 224 of the Code of the Town of Barnstable, Date: May 29, 2019 Name: w ` Title: - Inc r "' '# z Printed On 2/1:1/2020 ' , y � Co:rnplaintCall rReportka f __. y :' x � g - mk� �f*k.�p.... 'qi9 FtAH.S a s. � .� Ty, 9� I I � .� 29 OLANDER�DRIVE,�HYANNIS—�, a�,�h„ �, „ M+ r �rg.,„ n xw!k� t,sg4 �..�t.+ p. .,'g r it w. yrr h ,, d� * _ �d"sj' Case# C 19-822 r %, ,li a � #r M� '' w' '''-� u� !.,.. .r •.",6.: Case#: C-19-822 Address: 29 OLANDER DRIVE, HYANNIS Date: 11/4/2019 Owner Info: Property Info: LIPPARD, THOMAS G MBL: 92 CRANBERRY RIDGE 270-216 MARSTONS MA 02648 MILLS Owner Notified?: Complaint Details: Type of Complaint Classification of Complaint Method of Complaint Zoning, Medium Priority Phone Complaint Summary: One 30' camper falling apart on left side of house and one 30'camper on right side of house occupied. One female residing in unit - young kids visit on week-ends. Has resided there since july. Action History: Action Taken Date Description Fee Inspector Inspector Assigned to Complaint: mckechnr Filed by: andersor Comments: Comment Date Commenter Comment 11/5/2019 andersor Reported to site with Tom McKean, James Parziale & Bob McKechnie. Met with Sara Sutherland (508-825-3048). She is the alleged tenant in the RV. Also met Rachel Lippard spouse of property owner who was in Boston. Sara says she rents a room in the house but hangs out in the RV. Explained to both parties that living in an RV is a violation. Also discussed removing the old battered RV on the other side if the house. 2/10/2020 andersor Mrs. Crowley called seeking a status update. Requesting a call at 508-771- 0090. 07 att, k .r�f Town•of,Barnstable `2111/2020 L x � •. ` 'Date. . � �. � x� �� � q� '3• K. 1 2 � *�&, � � �{ dw§.»+� Pnnted On 2/11/2020 Complaint 35 9Ca'II� Report�f. r VV VJ ? A'` 7 ,pi !:• �{." a r c -rr A k 4 eP•e#' & x a s b" tl` "`' 1 "1 r li 6 tttl r �. R�zv-y�di .r^ r nr>fi w fl rtp f67q.e�00 29uOLANDERDRIVE, HYANNIS y� r Case# C fD MAC + �, a0s 2/11/2020 mckechnr Site visit today 2/11/20. Trailer on right side was removed. Trailer on left side had new plywood on the front as though it was being repaired to store or move. PD is checking on registration requirement. I spoke to Mrs. Crowley late pm today and reviewed the complaint. She informed me that the trailer had been removed between 4 and 5pm yesterday, 2/10/20, and that is when he worked on the other trailer as well. "I explained that we are working on the issue and will notify her of any change. Spoke to James about the trash in the yard as well. e�qaTow,";,n ox,f Ba r" n' s*tta ab e 71,E e711; (P , IM el/11/2020 �( e r - 411 t Cape Save Inc. 7-D Huntington Avenue South Yarmouth, MA 02664' Tel: 508-398-0398 Fax: 508-398-0399 8/4/18 Brian Florence CBO Town of Barnstable Building Division 200 Main St. i. Hyannis,MA 02601 RE: Insulation Permit B-18-1236 Dear Mr. Florence: This affidavit is to certify that all work completed for2Dis has been e, inspected by a third party Certified Building Performance Institute(BPI)Inspector. All work performed meets or exceeds Federal and State Requirements. Sincerely, William McCluskey Town of Barnstable Bulldln �y w a 9 e P.ost"This"Gard So�Tliat<it-s Visible;From Lhestreet �' roved.Plans 1lllust be`Retarned on Job and;this Card�Musi:be Ke, _ PP p URNSTA r Posted Until Final Iris ect.on Has Beeri Made w 1 „ rm Where-a'Cert icate,of.Occw .anc .,is-Re aired such Biaildm shall Not;be Occ ,ied",until a,Frna1,Ins` ectaon Eras been madeMAW �1 jjil� y, •...mow. : ,,... .. � , y.._ . .Q .g .:" ...... ��< •, ps ...,.....; ....r;� ., .P ...y<,. .. ., ,,. ,_.. ....._. Permit NO. B-18-1236 Applicant Name: William McCluskey Approvals Date Issued: 05/18/2018 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 11/18/2018 Foundation: Location: 29 OLANDER DRIVE, HYANNIS Map/Lot: 270-216 Zoning District: RB Sheathing: Owner on Record: LIPPARD,THOMAS G 3 Contrato cr N mea WILLIAM J MCCLUSKEY Framing: 1 J � .: Address: 92 CRANBERRY RIDGE Contractor License. CSSL-102776 2 MARSTONS MILLS, MA 02648 Est Protect Cost: $4,700.00 Chimney: Description: Add R-38 fiberglass to the attic.Add R-19 fiber,`glass tomIt Fee: $85.00 <` F Insulation: basement.Air seal the attic plane and basement with expanding Fee Paid $85.00 foam. General weatherization. Date 5/18/2018 Final: Project Review Req: Installers certificate required to close p'errmit Plumbing/Gas v� H Rough Plumbing: ' Building Official Final Plumbing: ' '" Rough Gas: This permit shall be deemed abandoned and invalid unless the work authonzedby this permit is commenced within six months after issuance. g All work authorized by this permit shall conform to the approved appl c tion aril thapproved construction documents for which#his permit has been granted. All construction,alterations and changes of use of any building and structuresshalhbe in compliance with the local zonmgby laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public'inspect on for the entire duration of the Electrical work until the completion of the same. AD ' Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Offalsici are provided.on Ahis permit. Minimum of Five Call Inspections Required for All Construction Work:n Rough: 1.Foundation or Footing _ 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Co l`�•5Z�•SSA TOWN OF BARNSTABLE Building� 201505452 BARNSTABLE, Issue Date: 09/03/15 Permit MASS. 1639. Applicant: Permit Number: B 20152384 Argo��p Proposed Use: SINGLE FAMILY HOME Expiration Date: 03/02/16 Location 29 OLANDER DRIVE Zoning District RB Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 270216 Permit Fee$ 35.00 Contractor PROPERTY OWNER Village HYANNIS App Fee$ 50.00 License Num OWNER Est Construction Cost$ 3,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TAKING DOWN BEDROOM CLOSET WALL TO INCORPORATE THIS CARD MUST BE KEPT POSTED UNTIL FINAL INTO BATH IN ORDER TO PROVIDE TUB SPACE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: HARRINGTON,MARILYN BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 62 FALMOUTH ROAD INSPECTION HAS BEEN MADE. WEST NEWTON,MA 02465 -77 Application Entered by: PF Building Permit Issued By: THIS PERMIT'CONVEYS NO,RIGHTTO OCCUPY ANY STREET,ALL EY%OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY:'ENCROACHMENTS ON PUBLIC P PERTY NO SPECIFICALLY PERNHTTEIVUNDER THE.BUILDING CODE;MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SE RS MAY BE OBTAII•iBD FROM THE DEPARTMENT OF PUBLIC WORKS.,THE ISSUANCE 0,f jHIS PERMIT DOES NOT RELEASE:THE APPLICANT,FROM'THE OONDITIONS OF ANY APPLICABLE SUBDIVISION' .AiN z .. - .RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS, 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS: WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). 9 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 _ 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health r ♦+A TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION prn�al�r r Map 2­1 _ Parcel 3 y OF AR STABLE Application #201 , 6 ��- pp Health Division Date Issued T'5 -!S Conservation Division Application Fee ,� _ o Planning Dept. Permit Fee 35 • c Date Definitive Plan Approved by Planning Board I",�a y 0N, Historic - OKH I _ Preservation / Hyannis Project Street Address '�:L9 n L A ND r-_? 7�)R Village N YA," r-A 15 Owner M A21'L--1 r l AR2I N (4Tpt-4 Address (oz EAL_MC')t,.)-T i _-R D VIP, NEWT(DN , fn A 0'Z�4�� Telephone F-) '7 5 2-'7 ti 5 Le (' ( ) q5 '93 Permit Request' C-D 1 ►-4 1 10 e.�Wi t"- n awn c j 0 s E r U) Ad L.. -r-U 1 ail e n rzlp Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation".. Construction Type `�A-r H Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ 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 M A9 1 L�j 0 A (R R 1 N K-) Telephone Number 6'7-- - i5 Address 6a FALMDo7r14 "Rn . License# a I�Ekd To r s 1. N1 A o 2 y 6 5 Home Improvement Contractor# Email Worker's Compensation # ALL:CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE44,�,44. DATE_of - -/� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. .s A ADDRESS VILLAGE OWNER i DATE OF INSPECTION: FOUNDATION FRAME INSULATION i FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. l 27ie Commorriveaith of-Vassachusetts Deparamuit o,f&dustrial Acciden& , - -- •Offwe ofIm.wtigtztions 600 Washington Street y Boston,M4 02111 >t�rvturrtr�govfilut - , Workers' Campensatian Insaramce Affidavit:$mlders/C,ontractorsJElectr cians/Plumbers Applicant Infarmatian Ple2se Print Le:=ibly Name(Busiue gmimfionf hffi�--_1MA 21 � �1�6 G�(�h� Addrm:t,,?— T:Al m U1 -r-A 'RU , eft f fat lip: a 1� Phone '7'• Z 7 Areyou an employer?Check the appropriate,bax: Type of project(required): 1.❑ I am a employer with - � 'ice contractor and I '`' "`�" 6. ❑I+Ieur construction employees(full and/or part-time)-*, ,_'have hired the sub-co�actms 2.❑ I am a sole pmpAetor orpartuer- listed on the attached sheet 7. [s,]-Retnodeling These sub-contractors have ship and have no�plog�ees. $_,[2'Oemolition , wcddng fm me in any capacity- employees and hzua wo&ers' INo workers'comp.insurance Comp_fim anct-0 �. ❑Building addition d] 5. ❑ We we a corporation and its 1�0'' Electrical repairs or additions 3.VI am a homeoia er doing all work officers have exercised their 11_�lumbiagrepairs or additions mywI€.[No workers'comp- fight of exemption per MGL 12.❑Roof repairs insurance required.]F c.152,§1(4h andwe have no employees.[No Work,=, 13-❑Other cansp_insurance required_] •tiny app&cantthat checks has 91 must also fill outthe sectionbeiaw sbnwing their woxkeie compensation policy inform;aHML T Homeowners who salmilt this afiidmit indicating they axe doing all wa l=4&m hire outside contractors nmst submit anew affidavit indicating such. IConUaMrs Yba:t ebeck ibis boar mast attached on additional sheet shooting the name of the sub-contrarctm and state whether or not those entities bav e employees. If the sub-contmctorshave empiayees,fi eymustpmuide their worker'wmp.policy number_ I arrt an et�rploy�crr tltatis proszding lvarkers'con esafi�rrt it iraRca f or az}*entpb gees Below is tlta policy and jab sile infotma&n. Insurance Company Name: Policy fi or Self ins.Lie_:9: E-piration Date: Job Site Address: CitylStatef }a: Attach a copy of the workers"compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c- 15'1 can lead to the imposition of criminal penalties of a fine up to$1,5.00:Oa anifor one-year imprisonmentas well as cis+il pertalties.in.the form of a STOP WORIK ORDERand a fine of up to$250_00 a day against the-violator. Be ad dsed that a copy of this statement maybe Exwarded to the Office of Irrvest gatioons ofthe DIA for insurance coverage verifcatiam_ I tIo hereby:what ultder tkopi iris tuid pemahties�.fF ry at the iafaema&n pm died abm a is bus and carrect Signature: gDate: Phone P O facial use sadly: Do not wilte in tiros area,to be campleted by tit} or town official City or T'omm: PermitUcense# ` Issuing Authority(circle one): 1.Board of Health 3.Budding Department 3.Citylrown Cterk d.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone 9: ty. --`- ---P — — --- - - 6 Information and Instructions MIsSa6huise4ts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. pit to this st Ed r ,an Mayne is defined as."-.every person in the service of another under any contract of bs e, . express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two ar 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 other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the - dwPT?mg house of another who employs persons to do maint!ance,construction or repair work on such dwelling house or on the grounds or building appu tend thereto shall not because 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 license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of counpliance with the insurance.mveJrage required-" Additionally,MGZ tr_r 152, §25C(7)states"Neither the commonvirealfh nor nay of ids political subdivisions shall � enter mta any contract for the performance ofpublic work umhl acceptable evidence of compliance with the ins rranc-6, requmements of this chapter have been presented to the contracting arrihority.7 - Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your sifnaiion and,if necessary,supply snb-contraetor(s)name(s), address(es)and phone number(s)along with their certificate(s)of inch u-- Limited Liability Companies(LLC)or Limited Liability-Partnerships(LLP)with no employees other than the members or pa tners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this aff davit maybe 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 tovm that the application for the permit or license is being requested not the Department of LaLl—stdal Accidents. Should you have any questions regarding the law or if you are regoired to obtain a workers' compensation policy,please call the Department at the number listed below Self-insured companies should enter their s e1f-in cry,ce license number on the appropriate line. City or Town Officials t _ Please be sane that the affidavit is complete and primed 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 fill in the pen iit(license number which will be used as a reference somber. In.addition, an applicant that must submit multiple pemutllicense applications in any given year,need only submit one affidavit mdicatng current li pocy iafbr:mation.(if necessary)and under"Job Site Address"the applicant should write"all locations a (ci'iy or town)_"A copy of the-affidavit that has been officially stamped or marked by the city or town maybe provided to the applicant as proof that a valid affidavit is on file for futair,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 venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT regared to complete this affidavit The Office of Investigations would at to thank you in advance for your cooperation and should you have any q,mi ons, please do not hesitate to give us a call- s address,telephone and fax number: The Department' Thr Camn2aaWMI&of lyg�chus-f--tl s , Delta i�ment cif liidustial Agents Of of haves�tiaw ����Qn Strut 13r�on..,MA G-�I I I Tf,-L 617 727-49GO Qxt 4-06 Qr 1-9 -MASSAFF, Fax#617-727 7M Revised 4-2¢07 -mass-ga-4dia AFVC Guide to Wood Constructiou in High Hruid Areas., 110 niplr Wnd Zone Massachusetts Checklist for Compliance(790 0MR5301.2.I.1)I L.oadbearing Wall Connections Lateral(no.of 16d common nals).._....»..._........:........(Tables 7.)........_......................_......•...... __.. Nan-L•aadbearing Wall Connections Lateral(no.of 16d common nails)........._------------(Table 8)........__.................................... _.. Load Bearing Wall Openings(record largest opening but check all openings for corflpgance to Table 9) j HeaderSpans ...................._.......».:....................(Table 9).......:......_..».._...._...._ft_in.!_11 Sig Plate Spans ......»...._.._....._._........_».._......._.(Table 9).............._...._..........._ft_in.911',X Fug Height Studs (no.of studs)...........»......_....:.»......(Table 9)..............__...._.......... »........... Non-Load Bearing Wag Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.........................._».....»...:._....._....__.(Table ....... Sig Plate Spans.... ..._._... (Table 9)....»..»:--.»..................—in.5 IT Fug Height Studs(no.of studs)...»............_._....»...»».(Table 9)....... ......................._.�..._......:...... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously 4. _ Minimum Bur1dtng'Dimenst6n,W Nominal Height of Tallest Opening2' ..................__....._...... .._...._... ........._. s ti8' Sheathing Type................ ...(note 4):e,.._....... .»..........._ .............. Edge Nail Spacing....................................(Table 10 or n 4 if less):.............._....:. in. ' Field Nail Spacing..................._. ..»--•-_..... able 10). ......_................_........ in. Shear Connection(no.of 16d common nails) le 1 .. ............................... .... Percent Fug-Height Sheathing........ 0)............................................... 5 Additional Sheathing for WaII with 0 Ing>6'8'(Design Concepts)----------------- Maximum Building Dimension,L BIB' ' Nominal Height of Tallest OpeningZ_.........._ . Sheathing Type..._....................._ _..». .(note 4)..... ...........».....»._..»......._..._. s __. ._. •...- Edge Nail Spacing...............»._..... .._. --(Table i 1 or n to 4 If less).-----------__.----- fn. FeldNag Spacing....._._....._...»»._ ..»%..(fable 11)......... ......_....................*....... in. Shear Connection(no.of 16d commo nails)(Table 11).............. ....... »...._»..»................. Percent Full-Height Sheathing..__ .........(Table 11).�._...».z.�.. ._.».-._...:..._.—.» 5%Additional Sheathing fo Wall Ing>6'8'(Design pts)»...».».. .. Wall Cladding Rated for Wind Speed?.». ................__. ............__........._....... _...._._.._....------..»._ 5.1 {200FS T. Roof framing member spans checked?......._.:_..__.....(For Rafters use AWC Span Tool,see BBRS Website) . Roof Overhang .................................................(Figure 19) _ ... —ft s smaller of 2'-or U3 Truss or Rafter Connections at Loadbearing Wags Proprietary Connectors .......... able 12 ........ .......------ °:. ...11= plf Lateral _ .....(Table 12)..._...»...._.._...._ ..... .L= plf Shear._.-._..__.._............._._.........(Table 12).............._............. ........._...S= p!f Ridge Strap Connections,if collar ties not µsed per page 21... (Table 13).............................T= pif Gable Rake Outlooker..................*_........_.._.__.(Figure 20).............=ft s smaller.of 2'or L12 Truss or Rafter Connections at Non-loadbearing Walls ' Proprietary Connectors Uplift........».:.................._.._..__..»..(Table 14).........._...... _..._........»..:..»�U= lb. Lateral(no.of 16d common nails)...(Table 14)................................ .....L= . lb. Roof Sheathing Type».»... _...::......._.....:.._...__»_...(per 780 CMR Chapters 58 and 59)............ Roof Sheathing Thickness.............._...:....._.__.._:._...:-.......... _............................_in.Z 7116'WSP Roof Sheathing Fastening.................._...........»......._:(fable 2)_..................%............_......... _.».».. Notes: - •1. , This checklist 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 Straps per Figure 11 ; m, Upfrft Straps per Figure 14 d. All Straps per Figure 17 .e. Comer Stud Hold Downs per Figure 1Ba and Figure 18b e 5 o Is added to the percent fuMei ht sheathing fitted wh n 9' 9 9 of to B ft shag be p Z.' ' 'on:O ing heights up P� �Pti l� requirements shown in Tables 10 and 11. 3:, The bottom sill plate in exterior wags shall be a minimum 2 in.nominal thickness pressure treated#?--grade. ' ATYC'Guide to Wood Corzsfrurdm in High lend Areas:110,uzph AYMd Zone Massachusetts Checklist for Compliance (78o ch4Rs301•2.i.f)' Rf Ch,=k . • - - -1.1 SCOPE campiiance WindSpeed(3-sea gust).._..—._.........._........._..._»..._._.._..._....»..._...._..._._._.........._.._.........110 mph WindExposure Category........................._............»_.....-_..................................................:.._.....---....:._B Wind Exposure Category................Engineering Required For Entire Project........................................0 12 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories 5 2 dories Roof P'rtch .._(Fig 2) ......._...:_.... ... 512:12 MeanRoof Height _..»..........._...._._............_._..._._._..._,(Fig 2)_----_._-----_----__--------------_._.» ft 5.33' BuildingWidthW»......_...__.._..._._....:..»..._..__._._..._ �9 3)-.._......................:.................—ft s 80 Building Length,L (Fig 3 ' Building Aspect Ratio(L/W) 1 (Fig 4)__.»_................._....._:......._. 5 3:1 Nominal Height of Tailed Opening .......... ..._..._.. _..(Flg 4)...._........__.........................._. 5 618, r. -�..,.,.- - 1.3 FRAMING CONNECTIONS General compliance with framing oonnections._...__ .(fable 2)........._......................................._........ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CM 5404.1 Concrete...........................-.................... .... ....... ........................... ........_............. . .. ........... . Cona'de Masonry.......___._.__.._»._......... _................_..».............._._._.............._..__:................ 22 ANCHORAGE TO FOUNOATION1,3 , 5/8:Anchor Boftsdmbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete only Soft Spacing-general......................................_.:.(Table4)..........._......_...-----------------• in. Bolt Spadn*g from endroint of plate....._....._......»......(Fig 5)...-_..._.._.................. in.5 W-12", Bolt Embedment-concrete.........:_........._..._.._..»...(Fig 5)..................................:......._. in.z 7" Bolt Embedment-masonry...._...........;.....».,.._......_(Fig 5)_».:..._.r........._..........-.__._ in.Z 15' PlateWasher..:._........................_.....----__._._..._...(Fig 5).:_...._._..._.....»._--•--..._......._�3"x 3•x'/.' 3.1 FLOORS Floorframing member spans checked ..._.............._._.......(per 780 CMR Chapter 55)....................... .:.._._ Maximum Floor Opening pimension_--:._.._.........._......_...(Fig 6)....._....%............................_.... ft:5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6)..:.............:......... ......... Mhodmum Floor Joist Setbacks Suppoiting Loadbearing Walls or Shearwall...._.......... t ft 5 d Maximum Cantilevered Floor Joistsg ........ ......_.................-_-• T Supporting Loadbearing Walls"or Shearwall...........(Fig 8)___...._........................ ft 5 d FloorBracing at F_ndwalls.._......».........._.._._......_.._.......»(Fig 9)_.-.--__.._......_......-._.....__•_- Floor Sheathing Type ......(per 780 CMR Chapter 55)................... ..... Floor Sheathing Thickness..........»._......._.._......_...._:..._(per 780 CMR Chapter 55)....................... In. Floor Sheathing Fastening_............_......._.._.................:..(fable 2)__d pals at in edge/—in field 4.1 WALLS Wad Height Loadbewing walls.—.-- . ...... (Fig 10 and Table 5)_....... ft s 10' Non-Loadbearing walls.._........:._..._.». .__._.(Fig 10 and Table 5)......................... ft's 2(' Wall Stud Spacing .....__......_........:........_.._..............(Fig 10 and Table 5)_._-__............_In.5 24'a.c. Wall Story Offsets •..(Figs 7&8)_....._..........._. ._. 42 EXTERIOR•WALLS Wood Studs Loadbearing walls..........................................__.____(Table )....._._................._.mac --ft—in. Non4madbearing Gable End YW Bracing ._....__......_._. — — — Full Heig'.ht Endwall 5fuds...__...._......._. ...._._..._..(Fig 10)_.._. ..._.. ----....................__ WSP• UflcFloor Length.___...._„. _:..._..»_...._.(Fig 11)__...N..........».:_.__..__. ft zW/3 Gypsum Carling Length Cif WSP not used)....:._.........:.(Fg 11)-»_.._...--.... • ................ —ft?-.0.9W � - and 2 x 4 Cbntinuous Lateral Brace 5 ft o.c._(Fig 11)....................................... ..._.._....._..._ or 1 x 3 ceiTmg 4Mg strips @ 1 fi spatting min with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length .._.._._..» ........ 13 and Table 6).................. _....._._...._ft Splice Connection(no.of 16d common nails)--__..-_--_.(Table 6)...._____»...................._..:..._.__.... . AWC Guide to !Food Construction in High )rnd Areas. 110 utph I-Knd Zone Massachusetts Checklist for Compliance(780 CMR 5301.2J:1)' a. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 711 W and be installed as follows: L . Panels shall be Installed with strength axis parallel to studs. I All horizontal joints shall occur over and be nailed to framing. tiL 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 Horizontal Nailing for Panel flttachment S. Glazing protection:a)new house or horizontal addition—required if project is 1 mile or closer to shore(generally,south of Rte.28 or north of Rte.6) b)vertical addition—not required unless then:is extensive renovation to the first'tloor c)replacement windows—needs energy conservation compliance only(chap 93) - B.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B maybe obtained from the American Wood Council (AWC)website. F , Y4E�rTIM EDGEFfi=DH FRAM a usEM MA" 'ATb n 11• it It It r j•r_••fir � ". i, � Il tt 6 1 •; . 1 1 ttn. t d it iI w IIC fir It o u i n4. •1 i d<.'�I 11 . FROAM6 S 1 �1 EDIMWERMEX ClE it `I 9L Li • tr ii ly � . . •S II i Yj 1 e'E 1 1 YI l i� u �ll• DDr16r.E • , MAMBO) � - �Mir f MAr{ltS_PACkI0 WAL PATT M PANEL - - • �-; RAIL=E LrI MUSE U4&MGE SPACM DETAL See De1611 on Naxt Page ' Vertical and Horizontal Nailing Detail • for Panel Attachment Vefiaal and Honzonfal Nailing for Panel Attachment 4z I Town of Barnstable �. Regulatory Services • sxetnucr�sxrx s W fiss $ Richard V.Scalf,Director 16.19.. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder a L ,as 07 of the subject property hereby authorize = to act on my behalf, in all matters relative to work authorized by b ' g permit application for. W(Addreob) ""Pool fences and harmponsibility of th applicant Pools are not to be filled orre fence is installed and all final inspections are perforepted. Signature of.Owner Signature of Applicant , Print Name Print Name Date QFORMS:OWAIE_�PERMISSIOIe00IS Town of Barnstable Regulatory Services of Tei�� Richard V.Sca][,Director Building Division i RaR1,7rrART.1G : - Tom Perry,Building Commissioner X-S& 200 Main Street, Hyannis,MA 02601 www town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION g _ /� Please Print DATE: rI�-� JOB LOCATIOM 2—S) 0 L A Fob F? MR, H Y A>,�!'� number stzt d village -roMsOWW�: MARl r4 laAVZRSNC--;-'iD1,3 �(01rt) 52-1- 5531, CFU.. 95(o•�?q � I name home phone 9 wo&phone fr CURRENT MAILING ADDRESS:. Q y1g YQ mW11.1 cityHnwn state rip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor_ DEFRMON 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"assmnes 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 requimmen s. Signature of x eowner Approval ofBnildingOfficial •.Notre: 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 requited shall be exempt from the provisions of this section(Section 109.11-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 Iast 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:IWPFIIESIFORMS1binldmg permit fonnslEXPRESS.doc Revised 061313 1 �f PF I f b ' 1 , i + ti ..� 1_ _Oj 7-E As fi — - ��----•— - ✓. •T-----`�'--- F 1 LIS 7H Ll _.r-4 - l _ ..�� . � ► - fi i 1 1 1,.. t , fTl- i ___ LL -� =i gg i J . } Li - _. 1 1 ♦ 4. - 11 i .