Loading...
HomeMy WebLinkAbout0025 SYLVAN DRIVE o��" S � ��� �� y ,l�V 1 l i S ,� I� '�',�• 1 '� lAt yYly � a� I y j I , PROJECT NAME: =ADDRESS: ,/�-h ✓i(, a nrlk. PER HT# S-� PERMIT DATE: LARGE ROLLED PLANS ARE IN: BOX SLOT �►� Data entered in MAPS program on:. BY: 4 q/wpfiles/forms/archive Town of Barnstable Regulatory Services Thomas F. Geiler,Director • Building Division * 11AMSzwsi E MAM 1 Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 SECOND NOTICE March 5, 2012 Joseph Hamel 25 Sylvan Drive Hyannis, MA 02601 Re: 400 Mariner Circle Dear Mr. Hamel: Our records indicate that you have not responded to our letter of January 3, 2012 asking you to complete and return the Family Apartment Affidavit. You are required under Section 3-1.1(3)(D)(1) of the Town of Barnstable Zoning Ordinances to submit an affidavit annually indicating the status of the family apartment. Failure to submit the affidavit is a violation of the Family Apartment Rules and Regulations and may cause the Family Apartment approval to be rescinded. Please return the enclosed affidavit as soon as possible. If you no longer have a,family memberresiding in the family apartment, please contact this office as soon as possible to: Apply for a building permit to restore the property to a single-family home, or r Apply to the Amnesty Program If you have any questions, please call Brenda Coyle;Principal Division Assistant, at 508- 862-4039. Sincerely, ell- Tom Perry Building Commissioner Enclosure fasnd Town of Barnstable Regulatory Services pP SHE Tp� tic Thomas F. Geiler, Director Building Division BARNSTABLE, v� MASS, ,�� Thomas Perry, CBO, Building Commissioner ArEo3�A 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 March 10, 2009 Mr. Joseph Hamel 25 Sylvan Drive PO Box 1644 Hyannis, MA 02601 Dear Mr. Hamel: Our records indicate that you have not responded to our letter of January 8, 2009, asking you to complete and return the Family Apartment Affidavit. You are required under Section 3-1.1(3)(D)(1) of the Town of Barnstable Zoning Ordinances to submit an affidavit annually indicating the status of the family apartment. Failure to submit the affidavit is a violation of the Family Apartment Rules and Regulations and may cause the Family Apartment approval to be rescinded. Please return the enclosed affidavit as soon as possible. If you no longer have a family member residing in the family apartment, please contact this office as soon as possible to: Apply for a building permit to restore the property to a single-family home, or Apply to the Amnesty Program If you have any questions, please call Lois Barry, Division Assistant, at 508-862-4039. Sincerely, Tom Perry Building Commissioner Enclosure fasnd Parcel Detail Page 1 of 4 07 z. x • z .-. �.f.MNs rv4 .a�.. d w.w..,..ro.MA' Logged In As: Parcel CeI Detail Tuesday, Mar( Parcel Lookup Parcellnfo Parcel ID 1289-058 I Developer Lot`LOT 3 Location 125 SYLVAN DRIVE Pri Frontage ,100 Sec Sec Road Frontage F Village HYANNIS Fire District MYANNIS Sewer Acct i I Road Index 1678 �sI Interactive Map Owner Info owner'HAMEL, ELAINE A TR Co-owner ITHE 25 SYLVAN DR REALTY TRUS Streets 125 SYLVAN DR � � I street2 city ,HYANNIS 1 state MA zip 02601 country; Land Info Acres 0 28 use Single Fam MDL-01 zoning IRB Nghbd 0107 Topography Level I Road Paved . _. ..... .... ................._ _ _._... utilities iPublic Water,Gas,Septic I Location iLake/Pond Front Construction Info Building 1 of 1 Year ,._ _ _ Roo 'f . .._._._W .M_. _ .... Ext �1965 I Gable/Hip I Wood Shingle Built Struct Wall Effect 14283 Roof 1Asp h/F GIs/Cmp I Type Central Area Cover T e d B Int e Style;Ranch Drywall I 4 Bedrooms I Wall Rooms Model iResidential _I Int;Hardwood I Bath 3 Full. _ I Floor i Rooms , ' Total Grade(Average Plus Type i Hot Water I Rooms f http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=22057 3/10/2009 Parcel Detail Page 2 of 4 . p c �TP 4 Stories - � � Heat _.. .� . . ... . _..._...ii Found- Fuel loll I ation Poured Co nc. � p r Permit History _..._ Issue Date Purpose Permit# Amount Insp Date Comn 10/12/2005 Addition 87447 $45,000 12/13/2006 12:00:00 AM 1/15/2005 Wood Deck 81737 $1,500 10/20/2005 12:00:00 AM 5/15/2002 New Addition 61154 $50,000 9/20/2002 12:00:00 AM - Visit History Date Who Purpose 6/26/2007 12:00:00 AM John Greene New Construction 12/13/2006 12:00:00 AM Martin Flynn Bldg Permit Completed 10/20/2005 12:00:00 AM Martin Flynn Bldg Permit Completed 9/20/2002 12:00:00 AM Martin Flynn Bldg Permit Completed 2/11/2002 12:00:00 AM Paul Talbot Meas/Listed-Interior Access 11/4/1999 12:00:00 AM John Greene Cycl Insp Completed-Update 7/15/1988 12:00:00 AM ML - Sales History Line Sale Date Owner Book/Page Sale P 1 . 12/13/2006 HAMEL, ELAINE A TR C181817 2 12/13/2006 HAMEL, JOSEPH F C181816 3 3/30/2006 HAMEL, ELAINE ANN TR C179623 4 9/10/2004 HAMEL, JOSEPH F C174356 5 8/4/2004 HAMEL,JOSEPH F & PAMELA S C173969 6 8/4/2004 HAMEL. JOSEPH F C173968 7 9/8/2000 HAMEL, JOSEPH F & PAMELA S C158977 8 3/1/1999 HAMEL, JOSEPH F & LALIBERTE, P S C152143 9 SEVIOUR, HOLLY P C63114 - Assessment History w Save# Year Building Value XF Value OB Value Land Value Total Parc( 1 2009 $329,700 $16,30 $$0 $167,600 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=22057 3/10/2009 .. i � .- ._. .. .. z �� C # �: Y 5 � I a,� - I _�. � .. .. v. 1 - . i ir� � - t - � - 't � .. ( - f._ - .. V j(' � 3 1 i{(t .. � $: '� (; .. .. �(� . _. _ _ .. �` .... ' //r.r i � /". �'� 02/26/2013 09:23 FAX 5087711278 XInTMMAN la001 Town of Barnstable Regulatory Services Thomas F. Geiler,Director TOWN OF B RNSTABLE Building Division Thomas Perry, CBO,Building CommissiouV)3 FEB 26 AM 9. 20 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma,us Office: 508-8624038 IV'S ax: 508-790-6230 Town of Barnstable. Family Apartment Affidavit' I,being on oath, depose and state as follows: My Marne is J I am the owner/resident of the ro Imated�at: P PertY� G The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: �--� Name &relationship to owner: 1`-U Name & relationship to owner: The Family Apartment will be the primary year-round residence for the above-identified family members. In the event that the listed relatives vacate said apartment, I will immediately notify the Building Commissioner in writing. I understand that no subletting or subleasing of said Family Apartment is permitted I understand that I am required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants in said Family Apartment.I also understand that I am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town of Barnstable Zoning Ordinances Section 240-4Z I Family Apartments. I agree to notify the Building Commissioner immediately in the event of the sale of this property. A If there is no longer a Family Apartment at this location, please explain:.___ _ The apartment has been dismantled. Die apartment has been transferred to the Amnesty Program(Appeal No. ) Other Sworn to under the pains and penalties of perjury this _ day of 3Z� 2013. Si Phone Number Print Name q:forms/famaffid.doc rev 11/08/12 01/01/2010 00:16 FAX 5087711687 Q 002 Town of Barnstable Regulatory Service,,, OF BARN T LE Thomas F. Geiler,Director Building Division ?tq Mk -8 . M R. 29 i BARNsM� i „� Thomas Perry, CBO, Building Commissioner 9. 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us QIVISICN Office: 508-862-4038 Fax: 508-790-6230 Town of Barnstable FamllY Apartment artment Affidavit 1, being on oath, depose and state as follows: My name is DoI am the owner/resident of the ` property located at: S ' CU/ .� GJ 1!�c The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: Name & relationship to owner: I - p Name &relationship to owner: The Family Apartment will be the primary year-round residence for the above-identified members. In the event that the listed relatives vacate said apartment, Iwill immediately notes the Building Commissioner in writing. 1 understand that no subletting or subleasing ofsaid Family Apartment is permitted. I understand that I am required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants in said Family Apartment. I also understand that I am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. I agree to not6 the Building Commissioner immediately in the event of the sale of this property. If there is no longer a Family Apartment at this location, please explain: The apartment has been dismantled. The apartment has been transferred to the Amnesty Program (Appeal No. ) Other Sworn to under the pains and penalties of-petury this. day of 2012. _.ram Phone Number Print Name P .. _ q:forms/farnaffid doc rev 11/08/11 ® P. I V W II VI D211'IlNLU VIC Regulatory Services oFTHE Tom. Thomas F. Geiler, Director Building Division BARNSTABLE, ; Thomas Perry, CBO, Building Commissioner Huss. A.`0�, 200.Main Street, Hyannis,-MA 02601 www.town,barmta ble.ma.us Office: 508-862-4038 ` Fax: 508-790-6230 Town of Barnstable Family AparfQnent Affidavit I, being on oath, depose and state as follows: My name is . y � ' f-�t� ----� I am the owner/resident of the property located-at: The occupancy of the property will be as follows: MAIN RESMENCE: Names) & relationship to owner FAMILY APARTMENT: Name(s) & relationship to owner ( lam U44 o =P `a The property will be the primary year-round`,residence for the above-ide.ntcf ed family members, In the event that the listed relatives,vacate the apartment or main residence, I wilt' immediately notify the Building Commissioner in writing. I understand that no subletting or r,a subleasing of the property is permitted: I understand that 1 am required to file an Ajfidavit annually with the Building Commissioner listing the names and relationship of occupants of the said family apartment and main residence. I also understand that I am required to comply with all conditions imposed by ` ine ZB�1 Special Perriiil an or7ne'1�i,i�-o Barnsldbte`Zoning Ordinahces Section 240=47.I - --- FanTily Apartments. I agree to.notify.the Building Commissioner, immediately-in the event of the sale of this property. If there. s.no longer a Family Apartment at this location, please explain: -The apartment has been dismantled. The apartment has been transferred to the Amnesty Program (Appeal No. ) Other Swom to under the pains and penalties of perjury this.. day of 20111. S(a J,_ Signature Phone Number Print Name gfaaff Town of Barnstable Regulatory Services FTHe roy, Thomas F.Geile , irectar BARNSTAUE Building Division BARNSTABLE, Tom Perry, Building•CrotnmtsSio'ner �Vl s' 9 MASS. eJFoi 1639. 200 Main Street,Hyannis,MA 02601 AT fps A www.town.barnstable.ma.us WISION Office: 508-862-4038 Fax: 508-790-6230 Town of Barnstable Family Apartment Affidavit I, being on oath, depose and state as follows: 1VIy name is 10 I am the owner/resident of the property located at: a2.C9�, The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: Name & relationship to owner: Llze:zLd'4�1. Name &relationship to owner: The Family Apartment will be the primary year-round residence for the above-identified family members. In the event that the listed relatives vacate said apartment, I will immediately notify the Building Commissioner in writing. I understand that no subletting or subleasing of said Family Apartment is permitted. I understand that 1 am required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants in said Family Apartment. I also understand that I am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. 1 agree to notify the Building Commissioner immediately in the event of the sale of this property. If there is no longer a Family Apartment at this location, please explain: The apartment has been dismantled. The apartment has been transferred to the Amnesty Program (Appeal No. ) Other Sworn to under the pains and penalties of perjury this 7 day of 2010. Signa e Phone Number Print Name Q/bldg/forms/famaffi d Rev:12/08 r 01 Og 06:05a Salon Raffaele Nina s 508.7711686 p.1 Town of Barnstable Regulatory Services 'THE tp�o Thomas F.Geiler,Director 5AR `',*I ABLE Building Division sexr:sraeLe,1-� Tom Perry, Building Commissioner Za�9 APR — I AM " Mess t63% ,0� 200 Main Street, Hyannis, MA 02601 Ep �A www,town.barns table.ma.us Office: 508-862-4038 Fax: 508-790-6230 Town of Barnstable Family Apartment Affidavit I, being on oath, depose and state as follows: My. name is �U ��L I,am the orvneriresident of the property located at: U The folio-vN7ng members of my family will be the sole occupants of the Family Apartment at the aforementioned address: Name & relationship to owner:�( � �? � �l �—b' U! Name & relationship to owner: The Family Apartment will be the primary year-rottnti residence for the above-identified family members. In the event that the listed relatives vacate said apartment, 1 will immediately notify the Building Commissioner in writing. 1 understand that no subletting or subleasing Qf said F'antily Apartment is permitted. I understand that I air, required to file iie an Afjfdavit annually i-t iih the Building Commissioner listing the names and relationship of occupants in said FarnilyApar!ment. 1 also understand that I am regvired to comply with all conditions imposed by the ZBf. Special Permit andlor the Town of Barnslable Zoning Ordinances Seclion 249-417] Family Apartments. I agree to notify the Budding Commissioner imntecliately in YL, c vent of'tl:c sale cf't,his yroperty. If there is no longer a Family Apartment at this location, please explain: The apartment has been dismantled. The apartment has been transferred to the Amnesty Program (Appeal No. __ ) Other Sworn to under the ains and penalties of perj _ day of 2009- Si Phone Number Print Name Q,%bldg/forms/famatfi Rey:12/08 Town of Barnstable Regulatory Services °FINE r°w� Thomas F.Geiler,Director Building Division BARNSTABLE. ' Tom Perry, Building Commissioner v MASS i639• ,0� 200 Main Street Hyannis,MA 02601 AlEO MA'1 A www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Town of Barnstable Family Apartment Affidavit I, being on oath, depose and state as follows: My name is U Akf I am the owner/resident of the property located at: The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: Name & relatio . hip to owner: NVEne 8ES-elatio hip to owner: L,2 The Family Apartment will be the primary year-round residence for the above-identified ram ily m fir ers. In the event that the listed relatives vacate said apartment, 1 will immediately ratify the Puilding Commissioner in writing. 1 understand that no subletting or subleasing of &rid Fam,V1 Apartment is permitted. Ilca understand that I am required to file an Affidavit annually with the Building coommissoner listing the names and relationship of occupants in said Family Apartment. I also W'nderstand that I am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. 1 agree to notify the Building Commissioner immediately in the event of the sale of this property. If there is no longer a Family Apartment at this location, please explain: The apartment has been dismantled. The apartment has been transferred to the Amnesty Program (Appeal No. ) Other Sworn to under the nalties of perjury this day of 2008. S' ature Phone Number Pririt'Name Q/bldg/forms/famaffid Rev:1/03 Town of Barnstable C2 �C Regulatory Services 4 °FIHE roy� Thomas F. Geiler,Director Building Division ROi� tli a:i -&T BLE * swRtvsTABLE, = Tom Perry, Building Commissioner MASS. 039. .0 200 Main Street,Hyannis,MA 02601 M AIFo ,fs www.town.barnstable.ma.us � yL � - PM � �� Office: 508-862-4038 O'Fax 0508-790-6230 Town of Barnstable Family Apartment Affidavit I, being on oath, depose and state as follows: My name is �� �S�/ �Mom% I am the owner/resident of the property located at: r The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: Name & relationship to owner: Name & relationship to owner: The Family Apartment will be the primary year-round residence for the above-identified family members. In the event that the listed relatives vacate said apartment, I will immediately notify the Building Commissioner in writing. I understand that no subletting or subleasing of said Family Apartment is permitted. I understand that I am required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants in said Family Apartment. I also understand that 1 am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. 1 agree to notify the Building Commissioner immediately in the event of the sale of this property. If there is no longer a Family Apartment at this location, please explain: The apartment has been dismantled. The apartment has been transferred to the Amnesty Program (Appeal No. ) Other Sworn to undsthe_pai enalties of perjury this day of 2007. natur e �.._,__.____ �.. Phone Number Print Name Q/bldg/forms/famaffid Rev:1/03 i Doe-: 11'7015:529 10-12-2005 9=00 oFt�ram, TOWN Of BdPIlSf,aUle (1BLE LAND COURT REGISTRY Regulatory Services snxrvsrnsus, Thomas F. Geiler,Director b 69. p Building Division AtfD�,t Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 AGREEMENT FOR FAMILY APARTMENT I(We), the undersigned, being the owner(s) of property situated at 25 SYLVAN DRIVE in HYANNIS, MA,holding title under a deed recorded with the Barnstable County Registry of Deeds or Barnstable County District Registry of the Land Court in Book e T F ,4ZW I ISM , or as Document No. C179 00 , being shown on Assessors' Map 28.9 as Parcel 058,hereby agree,certify,warrant and represent to the Town of Barnstable . that the accessory attached apartment, which contains living_ quarters, is intended for use as a family apartment, for year-round occupancy. The intended and authorized use is for ELAINE HAMEL, MOTHER OF OWNER JOSEPH HAMEL associated with the residential use on the same premises. This unit shall be used for a "Family Apartment" (as defined in Zoning Ordinances) which would require compliance with the Family Apartment Rules and Regulations. This unit shall not be rented as an apartment or as a single room,or in any fashion,which rental would be a violation of the Town of Barnstable's rules, regulations, and zoning ordinances. Prior to occupancy of this unit, affidavits reciting the names of occupants are to be recorded with the building department. This agreement shall be updated whenever a change occurs or every calendar year. This Agreement shall be duly recorded or filed at the Barnstable County Registry of Deeds/Land Court for the purpose of alerting future owners of the property of this binding Agreement concerning the use i of the property as herein stated. The consideration for this Agreement is the issuance of a building permit and/or certificate of occupancy by the Town of Barnstable Building Department. WITNESS our hands and seals this day of QCI7i64n 200� TOWN OF BARNSTABLE OWNER(S) By: z�Zgih u din ommissioner THE COMMONWEALTH OF MA SACHUSETT BARNSTABLE COUNTY,SS Date Then personally ersonall appeared, the above-named (owner),. vL / and P Y PP ( )� (J" made oath as to the truth of the foregoing instrument,before me. t� Notary Publi My Commi sio Expires: FADE, BLE COUNTY Sl, GAIL LAFLASH Y OF DEEDS * Notary Public OPY,ATTEST Commonwealth of Massachusetts MY Commission Expires May 1,2009 Q:word/accessoryagreement REGISTER BARNSTASLE REGISTRY Vr DEEDS J 28'X30' CA:*�ACE W/FAM APART ABOVE Ax TLOFT W/DECK"" t PARCEL IO 280 058 7 GEOBASE ID T9400 ADDRESS 215 3`.LIVIAN DRIVE L'a PHONE hyANNIS ZIP LOT 3 BLOCK LOT SIZE I BA DEVELOPMENT D I STR 1 CT HY PR1T TYPE UI Jam" �` 4`7 DESCRIPTION RI'P�LION 8' O' GARAGE �FAM APART ABOVE I�A ITLE NEW t1I+�trri'IING PE IT ACCE3 CONTRACTORS: M MICHAEL DWY R Department Of ARCHITECTS: Regulatory.Services TOTAL FEES: $2 B .50 BOND $.00 p� CONSTRUCTION COSTS $45,000.00 318 OTHER NONRES ID ENT A.I.. .BLDG PR',r VATE 1;I,Ob * RUMSTABLE, MASS. i6g9. Al FD MA'S BUILDING DIVISI,ON BY DATE ISSUED 10,/12/2005 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED''FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD ® IT, IS VISIBLE BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPJjOV.ALS -� > z2p< 2 ©�C 2 PISS} 2,;;, `' 3 l 1 HE ING I SPECTION P OVALS ENGINEERING DEPARTMENT '" NO C�p 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL I WORK SHALL NOT P66CEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS,NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. 3 i i i rJ �t Town of Barnstable do Building Department - 200 Main Street * ASTABLE. * Hyannis, MA 02601 MASS. (508) 16g9. 862-4038 Certificate of Occupancy Application Number: 87447 CO Number: 20060157 Parcel ID: 289058 CO Issue Date: 11130/06 Location: 25 SYLVAN DRIVE Zoning Classification: RESIDENCE B DISTRICT Proposed Use: RESIDENTIAL Village: HYANNIS Gen Contractor: M MICHAEL DWYER Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: FAMILY APARTMENT CERTIFICATE OF OCCUPANCYIJOSEPH HAMEL P O Building Department Signature Date Signed T '; . .,. e pper a: � � �❑❑p r PPL.1 {{UN [: ; 61447 �`li{�i► 1ti, CHECK aphHL T RAF; 8Z1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Pfarcel G�� t;:, .Permit#, Health Division 6 u Y117/ Date Issued n z, .I Conservation Division i ® b'S Fee' io' '3 Tax Collector t/ A-4 Treasurer Planning Dept. ChecukN dd �C SYSTEM mw Date Definitive Plan Approved by Planning Board Approved By BEDROOMS (w t. . Historic-OKH Preservation/Hyannis S re^''"5 . Project Street Address 2 5' __e>YLV4AJ 1�fj Village ItV:I do % Owner -4Q Address Telephone Permit Request TV�r'+� ��-* )) l.,V i4-'V Square feet: 1st floor: existing proposed 2nd floor: existing Tal newt, )ro osed Valuation i Zoning District • Flood Plain Groundwater Overlay,"�' Construction Type Lot Size a 0) Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 36 Je2SS Historic House: ❑Yes Flo On Old King's Highway: ❑Yes Ur<b Basement Type: a<ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 12 new Half:existing new ; Number of Bedrooms: existing_ new / Total Room Count(not including baths): existing new -2— First Floor Room Count Heat Type and Fuel: ❑Gas �iI ❑ Electric ❑Other Central Air: R<es ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:Cl existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing 2"new size �'�Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes C IN'0 If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Named .� Telephone Number Address 7 7e7 /Aotit) S License# G 1 (o 3 ff5 1-6-eu6ce Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO X1 Ave (ILL, SIGNATURE DATE FOR OFFICIAL USE ONLY � s tRMIT NO. DATE`ISSUED MAP/PARCEL NO. or - • r ADDRESS VILLAGE OWNER 1 DATE OF INSPECTION: tom �__� -p(� Pam- -� c� FOUNDATION ro - (� FRAME �r� / - f� ilk INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL' GAS: ROUGH i7 FINAL FINAL BUILDING DATE CLOSED OUT r� ASSOCIATION PLAN NO. C3 . o.a o NE i{ i The Town of Barnstable BARNSTABLE. Department of Health Safety and Environmental Services 7 MASS. g. i63q. N0 prEDMAyp• Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 ' Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Uk, Location 0' S� s / L y 9 Permit Number Owner 1) �� ,'� �— Builder One notice to remain on job-site,one notice on file in Building Department. 0 The following items need correcting (S) 7-4 C) , �-�--,-__�� Please call: 508-862-4038 for re-inspection. Inspected by Date ".�' -- � �� �— � � �� � �� � }�' � �� � �� � � � � � 9 � , �� � a v V\ � � 7 � r � � � �� � � . � � 6 � S� � � � � _ _ � �� �� - - - - - �� s �`� I\ ok�- � 5� The Commonw th of Massachusetts _ Department of Industrial Accidents wee i#kMTWM - 600 iYashington Street as Boston,Mass. 02-1-11 Workers' Com ens insurance Affidavit General Businesses ^^ai71 NUNN M IN NO FIN MOE address• � hone# work site location full address I am a sole proprietor and have no one Business Type; �Retail ElRestaurant/Bar/Eating Establishment worldng in any capacity. , ❑05ce[]Sales(including Real Estate,Autos etc,) I am an em lover with eln to es full& art time• e1 / �//////////O/� - I ploy providing-workers' comveasation for-my employees working on this job. em J:'• .1. =J;.4 •�••:.•'''�:�.'�' , t :;: .• T + mot'' •a';•.:I P.. 'r l cam 2uv name: . : :;':`''•''-": + • ra ••.f\'�f �'4' .n.,.'•t:'t�„rr. .:� .: .. r::. p•r .+�..::.i�• i' - address:' ,�,'. •,. { 'v 1: '`• .:e++' '' +yr• ,,+'.;+ " . • :•. ', •`4�' '' bone#••� � - city. . fnstiiaace cot / //// ////////�////": .:.;;• ::. r.' // d/i. I am a sole proprietor and have hired the independent contractors listed below who have the following workers' . 'compensation polices:tom an Dam 11. „t, ! ' •�J,,-yi.+,;•�•h: :it}'. ..h.,f.•{e::�,.. b: •: r't.!a: - - ad�ress•r .,,',..4" �;..,. •.1. �'•Jr'' :j. one V. City:. '���{t, :;t��."j:r:{ r. •• .a' '_,.' :�;, _ •.• •4.��/////,7 + .1 •• �:�; •+yh''•i'•I'`''„'•�r 'r'I,v;.Nr:• `!'i ','' 01ICY: •.? `,^r.'j•'• •::+•.':. :'.•sr: �����//////!/N/r .. Insurance co /e // / // / • / 4%/// ti • • - .. .•s. ..: . +, 1 -3 •:j'.1 t li. •+, j.• •1;. :'{''+,;•..i? e,,i' - •j,•'' ."+ ��''}.+'7. ,T+4:_ �'i.7 `'tt,. ''4r~'�5 COID•aDI D8II32::+a'p y4::'t:2'•tq•., •=''..t• '•� .i:• r .(r.�}•:• . J y o;. 1' •ti:� .4J ter r% •+.'f.. :. •+,. , ._ c1Ev'•. ..t •. •�.,°•t•,••• -4i. •{,.+� � �•t,•:at'• :':'t" r'til;::�:` a' .�. .a,yrii••' ... .'�,•'�:^ '�'• �'!'' + .i: .`•'•:,••'+ti�E:..:}. OZ1Cy TP tiMIAM l .. t Jr< INNI i3ifi tl Failure to secure coverage u required ender gection�2e i of Mrm j 152 can eta to STOP'WORT{OtRDERpand a fine of151a0 OalpE dlay egaiasf t me�ImSa ataand:thatp 1 . one years'Imprisonment as Well w civilpenalties In copy of this atatementmay be forwarded to the Office of Investigations of the DU for coverage verircatiom . r do hereby c under a pai and penalties of per at the information provided above is true and c�e Date _ Si� Phone# Print name "' •� official we only de not write in this area to be completed by city or town official permitillcense# _ []Building Department City or town: []Lricensing Board J ❑4S'eleetmDII's office ❑check if immediate response b required OHealthDepartment , phone R; other � eontaetpersosa oa*W d Sept tcml •, : bra' o Information and Instructions Massachusetts General Laws chapter�152 section 25 requires an employers to provide a of another under ensation for contract eir employees. As quoted from the"law",, an employee is defined as every person in the s Y 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 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 dwelling house of another who employs persons 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 deemedtobe 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 comirrionwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until dence of compliance with the insurance requirements of this chapter have been presented to the contracting acceptable evi authority. Applicants Please fill in the workers' compensation affidavit completely,by checadng the box that applies to your situation.. Please supply company nine, address and phone'number•s along with a certificate of insurance as all affidavits maybe subrn fitted to the Department of industrial Accidents for con£arnation of insurance coverage. .Also be sure to sign and date the affidavit. The affidavit shou returned ldbe 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 Y required to obtain a workers' compensationpolicy,please call the Department at the number listedbelow. City or Towns t the bottom of the is complete and rimed legibly. The Departrnenthas provided a-space a . affidavit tp Pleasebe sure.that the a rnP. P 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 pt/hcense number which will be used as a reference number. The affidavits maybe returned to by mail or PAX other airariOnen m ts havebeenade. the Department The Office of Investigations would hike to thank ybu in.advance for you cooperation and should you have any questions, .. please do not hesitate to give us a call. of Hill The Department's address,telephone and fax number. The Commonwealth Of Massachusetts t Industrial Accidents a m en of Dep rt - . Once of laues�l�etlons 600 Washington Street Boston,Ma. 02111 (117)727-7749 phone#: (617) 727-4900 exL 406 s-a..1 � l��(�4t ��� b�' - ��C .\�- "�1� v-� `tiY\ yh, '� 1' �s ;b � �� -J •: ... '�w -^Lti i �,di 7i H� '4i i:.`V..c�r•1t`�{ ..yl+` \ c,•(�' -� '�.s p '?•.'a '•�^ ` Lx . ~ ,* i i:� �b�`� � -'�''.,: �\-1• i\ y � ,.—'L'4f ♦w� .w�F'!y� / _'� _�t��\�\...22 t_ .C; '� ., •' h .Y� ".!�� •• `�k vF*yT'� �ti � 1 K� �-- K{ - * I• �, ' - � .. '.�ti�. . Yr 'z-4R ��'�.F�b,- {4• ,'� �Z"�a t �Ar' _ •px"''i4' x [�_,•• t�#°•fit ;s Ya to :t •,,.�",�,` �,^`a,t. �_`f�F ��tF�.�Re i-'•� ,t\. � •�� i. s�• ,' i,�;,y���. v '.X�i"a�"` �:+,�"t��p ' 4 ijPii i q ; xi ;�' Mt ;.. ,, k6„ ,� f". � y �. S'� ��Sl — ty4c'�"' •s-is-,�(-��S� vs•, _ ;-. ,, i' � a s fFes, �.• � _...� xa�--... yy�, r 8�� l � �x tom}A \, +� � �� ; � •'{ .,• � •� � 4i. ,9lslR'y4 .. , _ � � � S .. ,may' Y •S'Y + 4'yl• �i � `�„�``�'' •.�s.�� •Y'ya'X""Fe`,tr 4'.. '%,�/l{. r �-_ 't:PW • �s•,I+x 1�,rf�'. ,r 0 a 2 "Y�} t .. .ate* 'Y"' '•1. ' • r *q Y".y�. L ,�:y����+ 4�\.1.�:•�- 1;� `ram , 'ro y" _ R s • i" y _ i � ar Ry 1 r ' , • �, � -..;_ �, ,. �, =ram ,. • � ,� �.. g.. -� .. „`aL\•.: t�.. „ '-�}'` � - yet-aj'.*r� 1 `vi'if • tl 4����� 4'.1 ' .I .�•i y Kyr 8 .y���q, `�\t _ y�`i1(_��,�4.V: a'T *} �5.. R • .� `M �� .S.r`4 ' Y' .• JL ASIA - ate,., � i � , �•- 3 � �= Mai 71 J F. w a M , "'^� 1` •� _ .. '" _ 'ram. e `W .40 ZO �r}•`:'�^'` - �.. ..w `�i.i-� � �`�.. �1 'y yr. - w - 21. s .- • - ~ � y fir^• - - _ •^�.r . Icy .,r _�_... ... _ ,_ '�.. ` tic',- y .. ��,ti. x •�:;,,,,�t�.,�w'�t,,,_�°�,,a;;�'. w Ur p, a 4 �' L y..t~{,�may, �..��tr�..•� t ems;.,�� � , .r' � ^'f-'c—�':.."— _. • 1 i . yr- ✓. ..- , � .� •� �y 1, 4 �i Nt � �� �' •,( s�r�A ''. � t :w.r•.• x g'' tiJ�i +-y.,~fit�`.?.�- � .ter.''�"I"`v�.'.+�V �.,.�,-, g r- ��";•"�,;., e lift• r « � ;�4- • ' �+? w' � N ..{n.. 6 y<A y r-w. a.,� .� ..�._ �;y1�.Y"�r x - ,. L -,�:r• ,. �i '} ;ate'► . �• m•... .. }'*r'. .irn.4 { t or ,e- �►��.` �'`tom� .C,4,`•aM1"" y. Z. �` 14, nry. _` r .rr .�, a•fir'. ..,. + • � j �{ 'y � ,c;' �. - 9 - ...' 't"a ' ,�"�,T� •,�.'•�. t a. '"'r'r n:.r •��"� �`� '�� e. � �y r .., fr - .yl, r„�,i ,»• `K. i r,..rj,r - f*„ y -�.P'. �= �L' 1 � f n a , .., , - .. ,� ='.. � ram..: ,.,. w_� •—.`�:.,��`'�=��' .r�• - � ��,.. } � ��'j,• �'�tY 1 V •t' � 1 0 � S ,1 t A��s•a , F. .y A:4r• • ' ' ^fix x��" ±�-r�� .t. 3 • ..;�g5g�,fti ,� j� III C' 'r �� 1�"'- �� - x. r _ l TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION lap Parcel Permit# 9/ 7 3 7 Health Division `qq'l /mil vv Date Issued / �� �'C Conservation �.�---- Division Z a�h�`�'9 Application Fee '"' Tax Collector Permit Fee 0. 00 Treasurer SEPTIC SYSTEM MUST BE Planning Dept. INSTAL ED I T TOE 5LIANCE VVHDate Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND TOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address U Village Owner ld.Wrti Address ` Telephone Permit Request I V7 00 � 00 Square feet: 1 st floor: existing proposed 2nd floor: existing propose,�� _ T�Ial new Zoning District Flood Plain C Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ , Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ANo On Old King's Highway: ❑Yes RNo Basement Type: ❑ Full ❑Crawl r Nalkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new �— Number of Bedrooms: existing_ newtZ�/ (� ' Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas it ❑Electric ❑Other Central Air: Jd'Yes ❑ No Fireplaces: Existing _ New Existing wood/coal stove: ❑Yes [Alo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review#' Current Use Proposed Use I BUILDER INFORMATION Name� ��� Telephone Number Address `/ License# -low M —4-11A Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT NO. ; DATE ISSUED " MAP/PARCEL NO. ADDRESS VILLAGE r , OWNER m DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH:cs FINAL 3� �t CIC 0 GAS: ROUGH V� FINAL mC FINAL BUILDING P2 � mQ!= no DATE CLOSED OUT,' rn li7 piS� ASSOCIATION PLAN NO. n A,,c4— c ') 71.v 4�S lIP412X t>6 166q s Gil l c (fT �� ri Town of Barnstable ~O Regulatory Services homas-F.:Geiler,Director -- 9q, ''9. 1. Building Division - ='-Tom Perry;Building"Commissioner ' 200 Main Street, Hyannis,MA 02601 www.town.barnstible.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER': name home phone# work phone# CURRENT MAIIdNG ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occuvied 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 eeryisor. 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. Signatu o owrier 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 Codestates that: "Any homeowner perfomvng work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor: On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt- I oFt„E r° � Town of Barnstable Regulatory Services BARMN zas Thomas F.Geiler,Director n � Building Division TED MA'S Tom Perry,Building Commissioner 200 Main Street, .Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IlVIPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: Estimated Cost Address of Work: 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 PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND 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 wner's Name Q:fom1s:homeaffidav .,.$, 3A r' BARNSTABLE. �, , TORN CLERK BABNBGBLE, MA.96 FD MP�� Town of Barnstable '05 DEC 15 A10 .08 Zoning Board of Appeals Decision—Rescinded Comprehensive Permit Joseph F. Hamel—Appeal 2005-036 Comprehensive Permit—MGL Chapter 40B Summary Determination that Comprehensive Permit is Rescinded Applicant(s): Joseph F. Hamel Property Address: 25-Sylvan-Drive,.Hyannis-MA Assessor's Map/Parcel: Map 289,Parcel 058 Zoning: Residential B and Wellhead Protection Overlay District Background: Joseph F. Hamel applied to the town of Barnstable for a comprehensive permit under the Accessory Affordable Housing Program pursuant to Article II of Chapter Nine of Part I, General Ordinances of the Code of the town of Barnstable. The applicant was seeking to convert an existing apartment unit in the lower level of the principle dwelling into an accessory affordable apartment. Comprehensive Permit Number 2005-036 was issued to the applicant on April*21, 2005. A Regulatory Agreement and Declaration of Restricted Covenants was not recorded at the Barnstable Land Court Registry. On October 3, 2005 Mr. Hamel submitted a letter to Ms. Gail Nightingale, Zoning Board of Appeal Hearing Officer,requesting that his apartment be released from the Accessory Affordable Apartment Program so that he may apply to convert it into a Family Apartment unit for,a family member. Procedural & Hearing Summary: A public hearing was duly advertised in accordance with MGL Chapter 40A and notice sent to the applicant that the hearing would be held to review and act upon the request. The hearing was opened on November 30, 2005, at which time the Zoning Board of Appeals Hearing Officer made the following finding and decision: Findings of Fact: At the hearing on November 30, 2005, the Zoning Board of Appeals Hearing Officer made the following findings of fact: In Appeal 2005-036, the applicant, Joseph F..Hamel, sought to convert an existing studio apartment unit in the lower level of the principle dwelling into an accessory affordable apartment. The property is shown on Assessor's Map 289 Parcel 058, and is commonly addressed as 25 Sylvan Drive, Hyannis, MA in Residential B and Wellhead Protection Overlay Districts. On April 21,2005, a comprehensive permit was issued for the property,but no Regulatory Agreement and Declaration of Restrictive Covenants was recorded at the Barnstable Land Court Registry. On October 3, 2005 Mr. Fife submitted a letter to Ms. Gail Nightingale, Zoning Board of Appeal Hearing Officer, requesting that his apartment be released from the Accessory Affordable Apartment Program so that he may apply to convert it into a Family Apartment unit for a family member. Decision: At the hearing on November 30, 2005, the Hearing Officer determined that the comprehensive permit issued to Joseph F. Hamel for the property located at 25 Sylvan Drive, Hyannis, MA is no longer valid. The request to transfer the unit to a family apartment,which is an as-of-right accessory use under zoning, is a voluntary act of the owner. Transmission: In accordance with Part 1I, Section 4.02 and Part I11, Section 3.72 of the Town of Barnstable Administrative Code, the Hearing Officer transmitted the written decision to the Zoning Board of Appeals on November 30, 2005. As fourteen days have elapsed since said transmittal with the Zoning Board of Appeals taking no action to reverse the decision, this decision becomes final. Ordered: Comprehensive Permit 2005-036 is null and void. The request to transfer the unit to a family apartment, which is an as-of-right accessory use under zoning, is a voluntary act of the owner. Ga' ightingale, earing Of cer Dat Sig ed I, da Hutchenrider, Clerk o the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(2.0) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision had been filed in the office of the Town Clerk Signed and sealed this, day o W4 0 0 6 under the pain s'and 'Perialties of perjury. Linda Hutchenrider,Town.Clerk t 2 D MP�•S v;.'' . 639. Town of Barnstable Zoning Board of Appeals Comprehensive Permit Decision and Notice Appeal 2005-036 Hamel Chapter 40B Comprehensive Permit Applicant: Joseph F. Hamel Property Address: 25 Sylvan Drive, Hyannis MA Assessor's Map/Parcel: Map 289, Parcel 058 Zoning: Residential B Zoning District Applicant: The applicant is Joseph F.Hamel,who resides,at 25 Sylvan Drive,Hyannis MA.The applicant is seeking a Comprehensive Permit for the conversion of an existing apartment unit within a single family dwelling to an accessory affordable rental unit in accordance with all conditions of this permit.Joseph F. Hamel was granted title to the property on September 10, 2004,by deed recorded in the Barnstable Land Court Registry in document numbered 979, 690 and certificate of title number 174356. Relief Requested: The applicant,Joseph Hamel,has applied for a Comprehensive Permit under Chapter 40B of the General Laws of the Commonwealth of Massachusetts, and in accordance with Article H of Chapter Nine of Part I, General Ordinances, of the Code of the town of Barnstable,more commonly termed the"Accessory . Affordable Housing Program:" The zoning relief necessary for this Comprehensive Permit to be issued is that of a variance to Section 3- 1.3 (2) of the Zoning Ordinance—Accessory Uses to permit an accessory affordable apartment unit to a single-family owner-occupied residential dwelling. The issuance of this Comprehensive Permit would allow for an owner-occupied single-family residence with an accessory affordable apartment unit attached to the dwelling. Locus and Background: The property at issue is'a 0.28 acre lot that was developed with single family dwelling of approximately 2,700 square feet.The accessory apartment is a studio,unit located in the lower level of the main residence. The square footage of the rental area is approximately 875 square feet. The lot is served by public water and on-site septic, and is located in a Wellhead Protection Overlay District. The Town of Barnstable's Public Health Division reviewed the septic on February 15, 2005 and approved a total of three(3)bedrooms at this property. Procedural Summary: A site approval letter was issued for the property by Kevin Shea,Director of Community&Economic Development on February 16, 2005,in accordance with MOL Chapter 40B and 760 CMR. Elizabeth Dillen,Program Coordinator, sent notice of the site approval letter to the Department of Housing and Community Development in accordance with the requirements of CMR 760. An application for a Comprehensive Permit was filed at the Town Clerk's Office and the Office of the Zoning Board of _ Appeals on February 16,2005. A public hearing before the Zoning Board of Appeals Hearing Officer was duly advertised in the Barnstable Patriot on February 25, 2005 and March 4,2005, and notices were sent to all abutters in accordance with MGL Chapter 40B, On March 16,2005 Hearing Officer Gail Nightingale presided over the public hearing. The applicant,. Joseph Hamel, and Elizabeth Dillen, Program Coordinator of the Office of Community and Economic Development were also present. Ms.Nightingale reviewed the file with the applicant to assure compliance with all of the program requirements: Findings of Fact on the Comprehensive Permit; r At the hearing on March 16, 2005,the Hearing Officer made the following.findings of fact:'. 1. The applicant is Joseph F.Hamel,who resides at 25 Sylvan Drive, Hyannis MA.The applicant is seeking a Comprehensive Permit for the conversion of an existing apartment unit within a single family dwelling into an accessory affordable rental unit, in accordance with all conditions of this permit. The applicant is aware that the program requires the single-family unit to,be owner-occupied and has committed to that requirement. 2. Joseph F.Hamel was granted title to the property"on September 10, 2004,by deed recorded in the Barnstable Land Court Registry in document numbered 979, 690 and certificate of title number 174356. 3.Kevin Shea,Director of the Office of Community&Economic Development,issued a site approval letter for the property on February 16, 2005. Elizabeth Dillen,Program Coordinator, sent notice of the site approval letter to the Department of Housing and Community Development in accordance with the requirements of CMR 760. 4. The accessory affordable unit is a studio apartment of approximately 875 square feet. 5. The applicant is aware that'the unit must meet all applicable building codes to be occupied and. that the Building Division and Fire Department will also be inspecting the unit for compliance with all applicable building and fire codes.. 6. The lot is served by public water and on-site septic, and is located in a Wellhead Protection . Overlay District.The Town'of Barnstable's Public Health Division reviewed the septic on February 15, 2005 and approved a total of three(3)bedrooms at this property. . - 2 - - _ - 7.. On December 16,2004,Joseph Hamel signed an Accessory.Affordable Housing Program Agreement Affidavit that commits,upon the receipt of a Comprehensive Permit,to the recording. at the Barnstable Registry of Deeds a Regulatory Agreement and Declaration of Restrictive Covenants. That document includes restricting the unit in perpetuity as an affordable rental unit and that the dwelling will be owner-occupied as the year-round residence. .8. The applicant understands that the affordable unit will be rented to a person whose income is f 80%or less of the Area Median Income(AMD of Barnstable-Yarmouth Metropolitan Statistical Area(MSA) and further agrees that rent(including utilities) shall not exceed 30%of that income. 9. According to the Massachusetts Department of Housing and Community Development, as of March 16, 2005 6.24%of the town's year round housing stock qualifies as affordable housing units. The town has not reached the statutory minimum of affordable housing under MGL Chapter 40B Section 20-23 or its implementing regulations. The Town of Barnstable's Local Comprehensive Plan encourages the use of existing housing to create affordable units and the dispersal of these units throughout the town. Finding Summary: Based upon the findings, the Hearing Officer ruled that the applicant has standing to apply for an affordable housing Comprehensive Permit under MGL Chapter 40B and the Town of Barnstable's Accessory Apartment Program. The proposal is also deemed consistent with local needs because it adequately promotes the objective of providing affordable housing for the Town of Barnstable without . jeopardizing the health and safety of the occupants provided all conditions of the Comprehensive Permit are strictly followed. Ruling and Conditions: Based upon the findings, a ruling was made to grant the Comprehensive Permit in accordance with MGL Chapter 40B to the applicant,Joseph F.Hamel,who resides at 25 Sylvan Drive,Hyannis MA.It is issued to allow for a studio apartment as an affordable housing unit in accordance with the following conditions: I. Occupancy of the affordable unit shall not exceed one person. 2. The affordable unit shall not be occupied by a family member of the owner. 3. The property owner shall occupy the principal dwelling as his year-round residence. 4. To meet the requirements of affordability,the cost of housing(including utilities) shall not exceed 30%of 80%of the median income for a single individual for the Barnstable-Yarmouth MSA. - 5. All leases shall have a minimum term of one year. 6. All parking for the accessory apartment and the main dwelling shall be on-site. 7. This Comprehensive Permit must be exercised and the unit occupied within 12 months of its issuance or it shall expire. - 3 8. The applicant must apply for a building permit for the accessory unit,whether the unit is new or pre-existing. Before securing an occupancy permit and certificate of compliance, the Building Commissioner must determine thatthe unit conforms with the approved plans as submitted with the building permit application and meets state building and.fire codes. The Health Division must determine that the dwelling is in compliance with applicable on-site wastewater discharge. requirements. 9. The applicant may select his own tenant,provided the tenant meets the requirements of the program as.cited above and provided that person's income is reviewed and approved by the Office of Community &Economic Development of the Town of Barnstable as a qualified individual. The applicant will be required to work with the Town to provide information necessary to document that the tenant qualifies. The unit shall be rented on an open and fair basis to an income.eligible individual. Whenever a vacancy occurs,notice must be given to the Office. of Community&Economic Development, and the unit must be listed with the town. 10. No later than a year from the date of issuance of this Comprehensive Permit the applicant shall file with the Office of Community&Economic Development of the Town of Barnstable an annual affidavit listing the rent charged and.income level of the occupant of the unit. The applicant shall provide.the town any additional information it deems necessary to verify the . information provided in the affidavit. Upon any report from the town that the terms and conditions of this permit are not being upheld, the Zoning Board of Appeals or its Hearing Officer shall have the ability to hold a hearing to show cause as to why this permit should not be revoked.. 11. Every twelve months the applicant shall verify the income eligibility of the individual occupying the unit. 12. This Comprehensive Permit shall not be transferable to any other person or entity without the prior approval of the Hearing Officer or.Zoning Board of Appeals. This decision,the Regulatory Agreement and Declaration of Restrictive Covenants and all other necessary documents shall be' . filed at the Barnstable County Registry of Deeds. If the ownership of the property is transferred, the Office of Community&Economic Development of the Town of Barnstable shall be notified of the name and address.of the new owner within 60 days, 13. The total number of bedrooms permitted on the property shall not exceed three(3) and no future bedrooms maybe added within the unit or.on the property. 4 Ordered: Comprehensive Permit 2005-036 has been granted with conditions. A written copy of this decision shall be forwarded to the Zoning Board of Appeal as required by the Town of Barnstable Administrative Code Part II, Section 4.02 and Part III, Section 3.72. If after fourteen(14) days from that transmittal,the . Members of the Zoning Board of Appeals take no action to reverse the decision,this decision shall become final and a copy shall be the filed in the office of the Town Clerk. .,. Appeals of the final decision, if any, shall be made to the Barnstable Superior Court pursuant to MGL' Chapter 40A, Section 17,within twenty(20)days after the date of the filing of this decision in the office of the Town Clerk. The applicant has the right to appeal this decision as outlined in MGL Chapter 40B, Section 22. In accordance with Part II, Section 4.02 and Part III, Section 3.72 of the Town of Barnstable Administrative Code, the hearing officer transmitted a written copy of the Comprehensive Permit decision to the Zoning Board of Appeals on March 16, 2005. Fourteen(14)days have elapsed since the transmittal to the Board, and no Board Member has taken action to reverse the decision. Gail ightingale, Baring fficer Date Signed I Linda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this :��/ day:o under the pains and penalties of perjury. , ✓�L �I LPL V_� 0,1 ��!/( �'r'.'Y(.'(1�..(i . Linda Hutchenrider, Town Clerk 5 oFTHE Tp�, Town of Barnstable r Regulatory Services " '. E g" Thomas F.Geiler,Director �'0lEC �IA�� Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4024 Fax: 508-790-6230 December 1, 2004 Mr. Joseph Hamel 25 Sylvan Drive Hyannis, MA. 02601 Re: Illegal Apartment Map: 289 Parcel: 058 Dear Property Owner: Our records indicate that your house at the above-referenced location is currently being used as a two-family home,which is contrary to Barnstable Zoning Ordinances. Violation of zoning ordinances is a misdemeanor, conviction for which results in a criminal record. You must contact this office within 14 days to either: • Apply for a building permit to.restore the property to a one-family home. • Apply to the Amnesty Program. • Prove that this is a legal two-family home. Please contact this office immediately to tell us what direction you wish to take. Sincerely, Linda Edson a Amnesty Officer Building Department gfonns:zoning3 The Commonwealth of Massachusetts Department of Industrial Accidents Office.of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/organization/Individual): ! / ioely,m CC'�� <-(-C Address: v741-w s S' City/State/Zip: 0512OWare-- A Phone#: A,r,,e �an employer?Check the appropriate box:. Type of project(required): 1.U 1.a employer with 4. ❑ I am a general contractor and I 6. EI m construction employees(full and/or part-time).* have hired the sub-contractors 2.El am a sole proprietor or partner- listed on the attached sheet.$ 7• I -emodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for mein anycapacity. workers' comp. insurance. 9, [Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its 10 ectrical repairs or.additions required.] officers have exercised their 3.El I am a homeowner doing all work right of exemption per MGL 11. Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers, comp.insurance required.] 13.0 Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such tcontractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: L—t V'Vv.Vx Art_ Policy#or Self-ins.Lic. if: — Expiration Date —d(� Job Site Address:�� ����-�' . City/State/Zip: *44 i Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to.secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$.1,500,.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the p ins d penalties of perjury that the information provided above is true and correct Si. ature:. Date: Phone#: " Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): -1.Board of Health 2..Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for�their employees. Pursuant to this statute, 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 indM4ual,: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 other legal entity,employing employees. However he owner of a dwelling 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 maintenance, construction or repair woik-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, §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 compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of d Liability Companies anies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the insurance. Limited members or partners; are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit 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 listed below.. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials . 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 fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for:future 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 required to complete this affidavit The Office of Investigations would like to thank you in advance for your 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 Office of Investigations „ 600 Washington Street . Boston, MA 02111. Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 5-26-05 www.mass.gov/dia CF ZHB T°w Town of Barnstable Regulatory Services `* snnNSTnsre, ` Thomas F.Geiler,Director nines. p Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstable.ma.us r ' 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,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adj acent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. 0 Type of Work i c�'I Estimated Cost (� Address of Work: Owner's Name: _T0V;t4fY_ Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name Q:fm=homeaffidav r Ao Town of Barnstable Regulatory Services sniur"am _ Thomas F.Geiler,Director bum 163 a � Building Division Tom Perry, Building Commissioner 200 Main Street,Ijyamis,MA 02601 www.iown.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' herebyauthorize: � i'V11t1��' �- `��'�-- to act on my behalf; in all matters relative to work authorized by this building permit application for, (Address of Job) L C6 Date Of, Print Name ,.,,,:�.n„nsovvco�,rrecmTT i RESIDENTIAL BUILDING PERN UT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 S21 Alterations/Renovations $50.00 Change of Contractor/Builder $25.0.0 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot x.0041= c l / , plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) . GARAGES(attached&detached) square feet x$32/sq.ft.= x.0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit. square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projeost Rev:063004 {RI il.K: O a y owls i t MA SubJnct to easements,and restri*Uons of reoordg io me Cronalaod Mortgape AND ns MORTGAGE INSPECT PLAN 1 CO WY AUT 11E w4um am 00 Baffi m an= t� 11s �tAQ+A1® M �.E. (raoNt, at M�oit of ACMualt o.�. ���ram+ as laic ester Dom- 1'r015r529 10-12-2005 9 00 Town Of BarriS111f ABLE LAND COURT REGISTRY �pfNF 1p� Regulatory Services BARNSTABLE, : Thomas F.Geiler,Director 94 69. ,�� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 AGREEMENT FOR FAMILY APARTMENT I(We), the undersigned, being the owner(s) of property situated at 25 SYLVAN DRIVE in HYANNIS, MA, holding title under a deed recorded with the Barnstable County Registry of Deeds or Barnstable County District Registry of the Land Court in Book C T E -7� _, or as Document No. C 79 00 being shown on Assessors' Map 289 as Parcel 058, hereby agree, certify,warrant and represent to the Town of Barnstable that the accessory attached apartment, which contains living quarters, is intended for use as a family apartment, for year-round occupancy. The intended and authorized use is for ELAINE HAMEL, MOTHER OF OWNER JOSEPH HAMEL associated with the residential use on the same premises. This unit shall be used for a "Family Apartment" (as defined in Zoning Ordinances) which would require compliance with the Family Apartment Rules and Regulations. l This unit shall not be rented as an apartment or as a single room,or in any fashion,which rental would be a violation O of the Town of Barnstable's rules, regulations, and zoning ordinances. Prior to occupancy of this unit, affidavits reciting the names of occupants are to be recorded with the building department. This agreement shall be updated whenever a change occurs or every calendar year. S This Agreement shall be duly recorded or filed at the Barnstable County Registry of Deeds/Land Court for the purpose of alerting future owners of the property of this binding Agreement concerning the use of the property as herein stated. The consideration for this Agreement is the issuance of a building permit and/or certificate of occupancy by the Town of Barnstable Building Department. WITNESS our hands and seals this „ day of (2CTT,64, 200s-. TOWN OF BARNSTABLE OWNER(S) By: v J u din ommissioner THE COMMONWEALTH C MLSACHUSETT BARNSTABLE COUNTY, SS Date Then personally appeared the above-named (owner), VaC: and made oath as to the truth of the foregoing instrument,before me. / l Notary Publi My Commi sio Expires: 0 BARNSTABLE COUNTY QAIL LAFLASH REGISTRY OF DEEDS Notary Public A TRUE COPY,ATTEST ommonwealth of Massachusetts WMC y Commission Expires May 1,2009 Q:word/accessoryagreement JOHN F.MEADE,REGISTER ° BARNSTABLE REGISTRY OF DEEDS I. � i iiiiiVi t Qr f G :. }CP3 a mill h � � 49 CiD Z' 1 w r - .x � The Commonwealth of Massachusetts S., Department of Industrial Accidents ��_ = OJ�ce ot/ovestigat/oos . 600 Washington Street Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit name: - -- - location: city_ phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole ngor and have no one workin m- capacity %/%%/%%% % /% ///////%%%/////%%%///// %%%/% %/%%%%//%//%/%%%%////%//%%%%////%/%/%///////%%%%//%%%%/%%%/%/%%%/////��/%/%//%%//%% ❑ I am an employer providing workers'`compensation for my employees worldng.on this job. ' 'i`Gy=fi '' < i`'<i '3< ±i=>?isi�i`iiii2,>. 'rcyi?>i'iji`=222i'[isii%i<>' �?'_zfi � i%iiciC ................ `ii compai<v'nam gddrMo ..._......... ..................................... hone ::::::::..: :.:::::::::.:::::...................::::::::::::.............:........................ ... ...•.. ;c�tw iristiirane�� . h am a sole proprietor;general contractor, or omeowner(circ one)and have hired the contractors listed below who have the following workers' compensation�ohces: t :comp 7�,� ... a - : ::::d... ..; / .iiv ... iif + ... .. .ii .. s >: ... ..:::::::::::::::::::::•::::.::. :Ihanrastc ?name±s:;:::;::::r:::;::<::::::::::::::::»-.:::;:is> :: :'%: >>�:::::.::....�.. '".:.;":..;.:;;.::.::;.t•;::.::...;.:::.:.::::::::.:::.: ........... :::::::::.................:::::;:::.;;;::::::.:. a ess y - :: �anYance oli Faflure to secure coverage as required unde;.Section 26A of MGL 1S2 can lead to the imposition of ertmhud penalties of a fte nP to.$1,500.00 and/or one years'imprisonment as wel as dvn penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification I do hereby eerd under the pains and penalties of perjury that the information provided above is true.and correct Signature Date Print name Phone# ����( " 7 1 d " 3_I official use only do not writs in this area to be completed by city or town official dty or town: = permit/license# ❑Mding Depastnnesit ❑hicensmg Board ❑checkif immediate response is required ❑Selectmen's Omce ❑Health Department contact person: phone#; — ❑Other OrAud 9195 PJA) Information and Instructions " Massachusetts General Laws chapter 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 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 dwelling house of another who employs persons 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 thatevery 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,.nerther the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers'. compensation affidavit completely,by checking the box that applies:to your situation and supplying.company names, 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 retuned 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 listed 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 fill in the permit/license number which will be used as a reference number. The affidavits may be mmtnmed fo the Department by mail or FAX unless-other'arrangements have-beenmade: 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 Office of Investigations 600 Washington Street Boston,Ma. 02111. fax#: (617) 727-7749 phone W. (617) 727-4900 eat. 406, 409.or 375. RESIDENTIAL BUILDING PERMIT FEES ' APPLICATION FEE New Buildings,Additions $50.00 VV Alterations/Renovations $25.00 - Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE u `� l'i g square feet x$96/sq.foot x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ft� >120 sf-500 sf S 35.00 >500 sf-750 sf 50.00 >150 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.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck _x S30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool . .$60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee projcost 1HE Town of Barnstable ♦pF Tp�� „P o� Regulatory Services saxxsTnst a Thomas F.Geiler,Director 9q, MASS. 1639• .� Building Division arEp �a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print /( DATE: /Q-V v ` ( , I JOB LOCATION: 41 -1 UI ya ,_ )Gr' numb0)Aj r f�n n street �] /'� Qj villabe "HOMEOWNER": / /cM ' tom' !��/-g`�� / T-71-030 name ��y home �phone# work phone# j� CURRENT MAILING ADDRESS: V � 0y, Jn LIL I'd IKA city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to.allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature 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 t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt garnstable Assessing Search Results Page 1 of 2 4 44�i<S s Home: Departments:Assessors Division: Property Assessment Search Results ......... 25 SYLVAN DRIVE Owner: HAMEL,JOSEPH F&PAMELA S Property Sketch Legend Map/Parcel/Parcel Extension 289 /058/ :. Mailing Address v a HAMEL,JOSEPH F&PAMELA S m 25 SYLVAN DR HYANNIS, MA.02601 2005 Assessed Values: Appraised Value Assessed Value Building Value: $ 190,600 $ 190,600 Extra Features: $28,100 $28,100 Outbuildings: $0 $0 Land Value: $ 131,200 $ 131,200 Interactive Property Map: ap recluires Plug in: Totals:$349,900 $349,900 1 have visited the maps before Show Me The Map April 2001 photos available Sales History: Owner: Sale Date Book/Page: Sale Price: HAMEL,JOSEPH F&LALIBERTE, P S 3/1/1999 C152143 $ 128,000 HAMEL,JOSEPH F&PAMELA S 9/8/2000 C158977 $ 100 SEVIOUR, HOLLY P C63114 $0 Tax Information: Tax information is currently not available for this parcel A Land and Building Information Land Building Lot Size(Acres) 0.28 Year Built 1965 Appraised Value $ 131,200 Living Area 2402 Assessed Value $ 131,200 Replacement Cost$232,379 http://www.town.bamstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing... 11/4/2004 4arnstable Assessing Search Results Page 2 of 2 Depreciation 18 Building Value 190,600 Construction Details Style Ranch Interior Floors CarpetHardwood Model Residential Interior Walls Drywall Grade Average Heat Fuel Oil Stories 1 1/2 Stories Heat Type Hot Water Exterior Walls Wood ShingleClapboard AC Type Central Roof Structure Gable/Hip Bedrooms 3 Bedrooms Roof Cover Asph/F GIs/Cmp Bathrooms 2 Bathrooms Total Rooms 8 Rooms Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value FPL1 Fireplace 1 $2,500 $2,500 APTX Extra Apartmt 1 $4,100 $4,100 BLA Bsmt Liv-Aver 1050 $21,500 $21,500 Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) hlftp://www.town.bamstable. 11/4/2004 r f,RE � Dil 41��C ,E. 1 tsas � sza� 10AA �CCI)JI'MLb 72D D1ElS %PORT0 ; paittEttQ RpEts `' j��a�� 4tltitil�tCti ':brand.., nevd IiYANI�tS Near llasprtal; i ` 8ii€WWST�ii s" q,�}, E :i nR � spactags stirdto'w/kitdtaen b raam t_,del private partcrn# A yAFft3tlTfl spas. errtr�nde very t{uiet coca raam StO,ubls In HYANt • � � ` +,; r, r' hop next"to corrsetvaLon ,u�atk to beach fSfNNiS s Ia . 'latut plus bike t#stt;,ton � P,OR`f` grid;ftaar Apt GIs smoktng no; pets {iepeet} rnu9rided ifYAltlRiS 2'ta1 d — + r , r ,8 tot one person Prolesstonal roorrt undo sto a base t 14t9tfl LUXtlFt1=`ier iN 'AT Mf can b .2 re#er'erides$80Clmo rncttsdes' rrierrt'tat?ndty >�'�#iU{L qu 16 C1iDE0 5 AMCIA 548 432-2&37 1 stutlia grat tocat}orr,aN nir ti �lt'�iltEfl�S �� PfiCE x,`` vU{s HYAfiiNi51 bedroom ORpryAMJktARWtCH .i':bed ;^¢ NARWtCH,.tfP Nevtty rend,"2 mrn walktta beach ing x, B rySTAgL 1RLLAGE vafsdf 1 8edraorn'rdeal for ' ?fARNAflq RE 7751$03 mo' , room&2,bedrobm,No pets Adeptfn ap'l� rorrsor trarmrngg studio latden g p 1,2 levels.w/d paYta<gar @cte $A`o 50$3trr2 8040 50f3 945.5050 er¢�0r " out Watt 1tSt. lvetsiZet!1;Sr ��$g ASF�Q. pf' Ftanovated 2br i tsa 2 bedroortt apattineiits of roeuttiso.203 352�© AfiNtS tduiet SWdror o ich £00(mo ttr went. $$9-8586 9Rtdf:1 8li nonsmaKng, condo.'vtew,of goif course fer wall darpebn9 ctudln smog E" 508 367 Q968., fritiy appita ;l#rtchens ..; ARtN1S, i hr 850. Efts PL!° 0 111 ,PINEtt1LL5, Refen. tst&•last {508)759 48 3 ample cioset SPace faun ghey, $700 rndlurtes.:ubls t) R}S S,S2udro tdeai fob 1 dry facitibes tn,.each build s"regwred t) a Now r i N iuxi9r s ,t 6001ma.1st fast sec tY In nd 4atoar r merJen 4216 of 50S 214 3275 1 ro in a I)MM t3Dif tNE 'Large 2 4 anal {508�;76p b927," 4 gtr tnt naiace serVld£; randut '' A ors „ ;apattrpept Eon ! Mai— s' Fib ''`fi' udbs f{ri pltat: �� . ;apartment «n� �, 2 br � d1y ' bra;;2 �pli large vt29 � 00/mo ;pills rt DENNNIS W.',od mental,<water* tjrre Be QOlti ferlfs e 9 It ve r'lull s rats � "r unty+degas avail„Xr rou 1 �}tnrn +ire�'=klchr,WlfhQ ref} r ORLki frorli $$ i=., itfge$drsliia5irert g trett°hiop��s ,:'d 'vfe�us Catl'FTerf `�r s�a t'fwo 8erlr�rtim,rorrts,,f�rr�e ;S,hat„wster,';,t Ar`,. ''ANNiS:'1 ' pa oi''bakxlrty 50&564 550rJ B17 510 2994 J f ifAn srnoW jilt h R smt targes;dlosets,,b, ,indlutlde es uttis;&,catrie aid' ft ��: rn .,Ift" arVnT CofiPietety#ur pil,tenis;iNGLifi7E tt r moo ho, stunt r#orad edurity 5U8 790 0232 S� RO,S',Y! Z bed, p fished Stu ho;y pfiyate en H4 WA1 R,1 k vuasljaerkl of haakuP,i ,..,' — —"�' e �l of {1H .',$97S,utdua tteatlhot wa, ,'.irande Darlac+ ,wtd:use, ;retavafnlY+s eaur :' YAItNSS In t a ate an ;1a t aY xaease75 Jma:; notts:aft Se *'Annttat }irdame• ��tt�istde f isshap+ing e;.,`ru4lrt hopd'.credits 'reffereeirces crrn�y'Aval}, now 394 4419' ;Fines frbn ..;b4a 05l p $175p 1d itbalb" Ttr rn ' Avarf(1/13.508T394 7221 i xed 50$ o97 ofia aia►m sml $49 450 vary based on <'24 Haut; n ' t1ENNtSPOtiT l utr7iskied Efir and i hot? b>�}d srzet — rJ 9 n ln$e a,:tesori melt CEigiTERYtL1tn`1 LtC , ttto esertrU. iftals Servo' t,,—Waalt#YAtd tS:"Beadhy%tt fLyis ol, staff-'pre art ndlbded{5[iSad 888 33f 5 r"4, „° mil# Sl CU{r1y , urlsepard.. !1 ma fees "tIstBr and; duffI bezddti. :furttlshed :of nbt for reftfal tfrfgtm�ttpn atf fnptudE � 1st itibOlmo.includes alLs studro nda=Thursd ,9 d `Exrthouse ius allattte:prMl S utn";SPOA u r Qi uti<ll /la ;State 4,3tredp 0` s all g.ht #eft a FfYrest T i reh l ist ;l rrnrt,$175.8 �94.a7Q17 i "_' j 5t3rrk4'to,,3rti ° XX�c Sitbtf„tefialeas '1Yarlabfe 6 4 x,., »t Y, :bas + 41e aaxS Br r Z PPor;G, Sr s to J t#t` #y; } f't� trdly, CEtiTERYILkE MAN► ,. ew 508),ti9G 5t�7S;M On Searsvtlle�d (i{ieiitulYse 4ntrtfttli s►ttn i S925fine Rip, iehn'°" tciert 152 ' ;,i�, nydtST4tANt' itrter,+esrfal n T13�,•11 23$9R32 niy right frOrb tit 28, `,i asJ rnod eat egmmdn, POi ;includes a1f5y, 059 ;fttmrsfietl.; a Wlra9e. A 1INKo U er 975 561st' 1`9AsftornS14it0 Yo_ .: lii last r pnrlr' t}ilSlNCi 3!S4 nab Ea ng E Ofi Pars ' $725(mp 5 it 8Fls from 1;6i30 '�rertis. OO+mo.;Nritismott , EQUAL H e ttd•;,to a dto$ 2Aswflafts=from S215Q s G* Y114 E 50£t 255 9280 APf?.{iA7C3hl1TY; fle d n douse i3rt tiYAN�itS 3 BSs r $2 M Pets. dle drlicnt cbnddron� resat yartt � tlRlts a+±�iable,'q�alltnPert, '{rgtrt ,n [or rents M �. 0A0+ 508 2559 3 FALftfiOiTit9; SH no Pets oijpartcy past 774 S GAI: e ` f r 9507rrt n`i,,V ,'.ttousrng p8,3r34=$800 k152 OA 154 536 gwelp0if3g Oi� C $ 3`-79 2 i 191'' GfNT£R1ttt1 'Stadia trt r Uuelr�arne 50$457130{ s,s,ALMOIYTH rQCnal.OtOv rr sun it fUlt 'iatchen"r, ma rn ew r" -OWNnY t,E3r vrallt to ai� 0 t beadh,;�'4 eat 1 8ftl w dtudee afi 50$362 839$ F At t�IOUTH Btr9 !r y Ord'77�-52 s snM10 � � l Ad weeks a+bedrdarn'saD `P, 75'51209 flUTH 11t1 r t,to �P 1950 s r k" A S�e�d�'' �1At0'Efftraenc�r„ �a� i ,5tt fit$$3315 deilr, ggt raorri whtining CiPottuad...Beadh amr avariea, pr "° � " x $ area krtchen washeridryer,, ihrs i 131t,yeerrrautrd r£nabJfhSi ' treit Ear {ram t a 1pf �Tt.f S£ �n EtAlt$ 1't3R'$Sffll:,ttrCirjdes j haaiSU ;,'x Ind#1r#d33ilt b fill itl».d' r ^} rr1E "'o 411 ly ANTIS ;Yriterit 5tomge,great;"MC3 S8tt01r b r0cigtles ft at 8 ,u.r a„ CH1 t u Fmk tom# ubtte4P.r?rta Ptrun � uaaser,.,L ' roes t"„ roo bt, fr " 7� ��, ,� yatttnat#tre�nekuH r�trt "'YARlr. ik48F}5650 :$25t) > ava 1, r[o pets;',ist,=last=se , ':74 392 it121 s 'P vtMXa� fb 5+:n! S �N ` runty Request relttdl a It $nOflCIJ �. P " 5 r Lp tfokttStprf 1 r 1 A Wll.;tt�C pia flfHERSI 1st fat'snc art 0105 grem lascu 24$ rrtdlade$ $ass er,ProPertre 50$39+t d4OW 48' cedrmd+ ao s s ra� i �, y � �11'1Dinr� h�� kL900 auto' k`Y Q, a city w! , v f , a A a i^sra 't JI r� iR t k I y' a if �.�1 y .ham t• ' " w {� " , v ''� �` 4'h,'�<.`r,n 7 , �r H 1".`FAY, � ,Y .,�� o -�14��,F.Sis��.+� .;jS�'*4iY'v'j'1tis qi � 2�i n a'!�'�"A A4`�4/ dt wk g, aC � Yy i rp..ct. r".v�•! b ... 5'r ate��r,�,4='k , SA � , Pr v �`k "'AN r � �t � i l���:�" �� � , l r 1 i f, � � 15 `� `" - �; �,� �, _ _,_2_ . _ . _ :�. .' i oFIHE�oyti The Town of Barnstable P, 9A MAA , Department of Health Safety and Environmental Services MASS. o t639• ,00 prEDMPy� Building Division 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: Map/Parcel: S Project Address: ��� >��1; V1�` �/.I. Builder: The following items were noted on reviewing: "'77 19,4 !prA/C 3) ov! 0r '6�16 i 6 )1,4 r;4 k 'V. •err e��,� 0--,57, ,L �iw aC,z ,Y) >�!//t/, CF ll l ti!b ff G T - YIJitlSHr� /�.G.`2. TU ���5/��fz iGi.�a� ZS 7' 3 � . . 61P 5r,m/'G,r . Pr, 7 '�" y Reviewed by: Date: q:building:forms:review f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel ��d Permit# Health Division /� '�� cn'- -I Date Issued J .� Conservation Division SA012-00 01C- Fee -�'S"� /o Tax Collector c `` , RPP Two— _ c, EP71C SYSTEM MUST BE Treasurer o k -- N Ld ill h oC IN 5STALLED IN COMPL"Cs Planning Dept. �TM TITLE 6 �� y Date Definitive Plan Approved by Planning Board MMRONWML CODE AND TOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address CZ ju)✓aIg Village Owner �o/(��_ (.���/ Address o2,5 su l lo_l1 � Telephone —s ��}}' -AQ - gg3q 5 0g v�"7�� Permit Request 06 Y)( _,� iz) l(on f raf 1 oocJ e . AaWlioa , (ply ,0� Square feet: 1st floor: existing proposed 2nd floor: existing y proposed c214 Tb%new C3 Valuation Zoning District 13 Flood Plain Groun1water OVlay _ Construction Type ��(Zr �� c_~. ; Lot Size d d Grandfathered: ❑Yes C9-Pdci If yes, attach supporting da umentaton. Dwelling Type: Single Family 0,- Two Family ❑ Multi-Family(#units) D:�; a� N t"" Age of Existing Structure fiu Historic House: ❑Yes Ufdo On Old King's Highw y: ❑Y99 9P< ; Basement Type: Q�Kull ❑Crawl out ❑Other Basement Finished Area(sq.ft.) XVIJ Basement Unfinished Area(sq.ft) U00 Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing_ new Total Room Count(not including baths): existing S new First Floor Room Count LP Heat Type and Fuel: ❑Gas C-li' ❑ Electric ❑Other Central Air: WA<S­**'❑ No Fireplaces: Existing New_ Existing wood/coal stove: ❑Yes (9 P Detached garage:❑existing ❑new size Pool: 0 existing ❑new size Barn: ❑existing ❑new size Attached garage:❑existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes Clwe�lf yes, site plan review# Current Use Proposed Use li 1 BUILDER INFORMATION Name , e,/ Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE U DATE FOR OFFICIAL USE ONLY t e V R• PERMIT NO. DATE ISSUED s ;MAP/PARCEL NO. " ADDRESS VILLAGE OWNER ; r c , DATE OF INSPECTION: r Yr' '? FOUNDATION FRAME l0 INSULATION a v o s d FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH% FINAL oz GAS: ROUE I FINAL r FINAL BUILDING DATE CLOSED OUT " ' C ASSOCIATION PLAN NO., f j r rk i s — � y i ral. ' I +� 3ubjjct to •aeements,and restrictions of record. Crossland Mortgage AM ns TmaftNOW MORTGAGE INSPECTION PLAN Y CMWY THAT m Imam sow 00 10 UYIN R IIO0101omm /� 6�. (FOWT. 8 1" KIM= OL W B8rn� /'�tt `W 'IS; 1f'Cd C W OWAAWD AM& MYORY 9 1Y I JOSEPH F. HAMEL 25 SYLVAN DRIVE HYANNIS, MA 02601 October 3, 2005 Mrs. Gail Nightingale Hearing Officer, Town of Barnstable Zoning Board of Appeals 200 Main Street, Hyannis, MA 02601 Dear Mrs.Nightingale: I am writing to inform you that I wish to withdraw my apartment at 25 Sylvan Drive, Hyannis MA from the Accessory Affordable Apartment Program. The unit is currently vacant, and it is my intention to apply for a Family Apartment permit as soon as possible. Please feel free to contact me at(508) 778-5202 with any questions. Sincerely, Joseph F. Hamel j { t<( Y 4 � � � I �,} — 'a. f ' _ .,. .. � 7 Town of Barrnstable Building Department oF1He rq�, Brian Florence, CBO Building Commissioner c* 200 Main Street Hyannis, MA 02601 w BMWTnsLE, * Y y Mass. M1 1639. www.town.barnstable.ma.us %imuu. -;vo-ov2-4038 Fax: 508-790-6 Town of. Barnstable Family Apartment Affidavit I,being on oath, depose and state as follows: My name is �li,e�o 1�1.�1M.��1 I am the owner/resident of the located at: property _ The following members of my family will be the sole occupants of the Family A artment:.9 they aforementioned address: w W � m Name&relationship to owner: '�44A, Name &relationship to owner: The Family Apartment will be the primary year-round residence for the above-identified family members. In the event that the listed relatives vacate said apartment, I will immediately notify the Building Commissioner in writing. I understand that no subletting or subleasing of said Family Apartment is permitted. I understand that I am required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants in said Family Apartment. I also understand that I am required to comply with all conditions imposed by the ZBA_Special Permit and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. I agree to note the Building Commissioner immediately in the event of the sale of this property. If there is no longer a Family Apartment at this location,please explain: The apartment has been dismantled. The apartment has been transferred to the Amnesty Program,(Appeal No, ) Other - Sworn to under the pains and penalties of perjury this day of 2018. Si Phone Number Print Name q:forms/famaffid.do c rev 11/08/12 Tow of Barnstable P ¢lpj OF BARNSTABLE Ve Reg latory Services Rich rd V. Scat,Director �`S 5 2 7 p�j 1: 1€ BARVSTABI.E, B ildin Division i * � b6 6� .0� Thomas Perry, CEO, Building Commissioner s fD"�y 200 Main S teet, Hyannis,MA:02601 DII/f ww .town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Town of Barnstabl Family Apartment Affidavit I, being on oath, depose and state as foll ws: My name is' - I am the owner/resident of the property located at: The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: Name &relationship to owner: V Name &relationship to oumer: The Family Apartment will 5e the primary year-round residence for the above-identified family members. In the event that t to listed relatives vacate said apartment.I will immediately notify the Building Commissioner ' writing. I understdnd that no subletting or subleasing of said Family Apartment is permitted. I understand that I am requ red to file an Affidavit annually with the Building Commissioner listing the names an relationship of occupants in said Family Apartment. I also understand that I am required to co nply with all conditions unposed by the ZBA Special Permit and/or the Town of Barnstable Zon g Ordinances Section 240-47.1 Family Apartments. I agree to notify the Building Commissione immediately in the event of the sale of this property. If there is no longer a Family Apartmen 'at this location,please explain: The apartment has been dismand d. The apartment has been transfer d to the Amnesty Program(Appeal No. ) Other Swom to under the pains and penalties f perjury this day of 2015. S' atu - - Phone Number Print Name ue q:forms/famaffid.doc rev 11/08/11 Town of Barnstable of�e TOE Re ulatory Services �s Ric and V. Scali, Director '<� AR ASTABLE C AB uilding Division ? M '°lEnn�e^tn Thomas Per CBO,Building Commissioner. 200 Main treet, Hyannis, MA 02601 .town.barmtable.ma.us k.l.t =t Office:. 508-862-4038 Fax: 508-790-6230 - Town of Barnstab a Family Apartment Affidavit I, being on oath, depose and state as fol. ws; 1VIy name is T am the owner/resident of the. property located at: 02 The following members of my family 11 be the sole occupants of the Family Apartment of the aforementioned address:- 1 Name &relationship to owner: V Name&relationship to owner: The FamilyApartnrerzt will e the primary year-round residence for the above-identified family members. In the event that t listed relatives vacate said apartment,' f-will immediatel}� not the Building Commissioner in writing. I understand that no subletting or subleasing ofsaid' Family Apartment ispermitted. I understand that I am regui ed to file an Affidavit annually with the Building Commissioner listing the names an relationship of occupants in said Family Apartment. I also understand that I am required to co ply with all conditions imposed by the ZBfi Special Permit ancdor the Town of Barnstable Zoni g Ordinances Section.240-471 Family Apartments. I agree to notf'the Building Commissioner 'nzmediately in the event of the sale of this property. . If there is no longer a Family Apartment' 't this location, please e:�plain: The apartment has been dismantle . The apartment has been transferredto the Amnesty Program (Appeal No. Other S-wom to under the pains and penalties o e p rlury this day of 2015. s atuei _ Phone Nurnber . Print-Name `e 1 q:fo rin s/farnaffi d.doe rev 11/08/11," L'd ZOZ92LL909 sNioMpoomwotsno 1auaeH Town of Barnstable Regulatory Services..':;; ► Richard V. Scali,Interim Director Building Division TOWN O" BARNI T RE MASS g Thomas Perry,CBO,Building Commi ion F o t. `b i A 659' 200 Main Street' Hyannis,MA 02fi� "`"" '` # QED MA'S www.town.barnstablema.us Office: 508-862-4038 - -� 508-790-6230 Town of Barnstable Family Apartment Affidavit I,being on oath, depose and state as follows: My name is 1 e a44,&A-,e I am the owner/resident of the property located at: The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: Name &relationship to owner: G -4a. - Name &relationship to owner: The Family.Apartment will be the primary year-round residence for the above-identzyl-ed family members. In the event that the listed relatives vacate said apartment, I will immediately notes the Building Commissioner in writing. I understand that no subletting or subleasing of said. Family.4partment is permitted. I understand that I am required to file an.Afftdavit annually with the Building Commissioner listing the names and relationship of occupants in said Family.4partment I also understand that I am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. I agree to notify the Building Commissioner immediately in the event of the sale of this property. If there is no longer a Family Apartment at this location, please explain: The apartment has been dismantled. The apartment has been transferred to the Amnesty Program(Appeal No. ) Other Sworn to under the pains and penalties of perjury this day of 2014. SLY— Si Phone Number Print Name L A4 e D q:formslfamaffid.doc rev 11/08/11 6-d ZOZ99LL909 sNjompooMwolsno 1eW8H PROJECT j NAME: i /mr? ADDRESS: lu 14 CL n 711.S �PERMIT# l Cr PERMIT DATE: M/P: g big LARGE ROLLED PLANS ARE IN: BOX SLOT �►� h�- Data entered in MAPS program on:. /c-� /s— BY: q/wpfles/forms/archive , BOISE CASCADE - BC CALCTm 2001a DESIGN REPORT - US Tuesday, May 28,200212:22 File Single - 14" AJS 10 Name: Hamel joist left side.BCC Job Name - HAMEL Customer HAMEL Address - Specifier - Designer - Jay Malaspino City,State,Zip- HYANNIS', Ma. Company: - Shepley Wood Products Code Reports - BOCA 99-23,SBCCI 9707A, ICBO 5504 Misc: - Eng.Wood(508)862-6223 JOIST LEFT SIDE Standard Load-40 PSF 110 PSF OC Spacing W6 1-3/4" 1-3/4"A� BO B1 533 Ibs LL 533 Ibs LL 17 Ibs DL 133 Ibs DL Total Horizontal Length-20-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 20-00-00 40 PSF 10 PSF 16" 100 Member Type: - Joist Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 3333 ft-Ibs 80.4% @ 100% 2 1 -Internal End Reaction 667 Ibs 58.3% @ 100% 2 1 -Left Slope 0/12 Total Deflection U573(0.418") 41.8% 2 1 OC Spacing 16" Live Deflection L/717(0.335") 50.2% 2 1 Repetitive Yes Max. Defl. 0.418"(Limit: 1") 41.8% 2 1 Construction Type Glued Span/Depth 17.1 1 Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF NOTES: Duration 100 Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-3/4". the input must be verified by anyone Minimum bearing length for B1 is 1-3/4". who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. Page 1 of 1 BCI®and Versa-Lam®are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTm 2001a DESIGN REPORT - US Tuesday, May 28,2002 12:28 File Single - 14" AJS 25 Name: Hamel joist right side.BCC Job Name - HAMEL Customer - HAMEL Address - Specifier - Designer - Jay Malaspino City, State,Zip - HYANNIS', Ma. Company: - Shepley Wood Products Code Reports - BOCA 99-23,SBCCI 9707A, ICBO 5504 Misc: - Eng.Wood(508)862-6223 JOIST RIGHT SIDE Standard Load-40 PSF 110 PSF OC Spacing 16" 1-3/4",& BO B1 640 Ibs ILL 640 Ibs ILL 160 Ibs DL 160 Ibs i L Total Horizontal Length-24-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 24-00-00 40 PSF 10 PSF 16" 100 Member Type: Joist Number of Spans - 1 Controls Summary Left Cantilever No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 4800 ft-Ibs 67.0% @ 100% 2 1 -Internal End Reaction 800 Ibs 69.9% @ 100% 2 1 -Left Slope 0/12 Total Deflection U449(0.641") 53.4% 2 1 OC Spacing 16" Live Deflection U561 (0.513") 64.1% 2 1 Repetitive Yes Max. Deft. 0.641"(Limit: 1") 64.1% 2 1 Construction Type Glued Span/Depth 20.6 1 Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF NOTES: Duration 100 Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-3/4". the input must be verified by anyone Minimum bearing length for 131 is 1-3/4". who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Page 1 of 1 BCI®and Versa-Lam®are registered trademarks of Boise Cascade Corp. Ea BOISE CASCADE - BC CALCTm 2001a DESIGN REPORT - US Tuesday,June 04,2002 14:33 File Double - 1 4" AJS 25 Name: Hamel joist middle under roof.BCC Job Name - HAMEL Customer HAMEL Address - Specifier Designer - Jay Malaspino City, State,Zip- HYANNIS`, Ma. Company: Shepley Wood Products Code Reports - BOCA 99-23, SBCCI 9707A, ICBO 5504 Misc: Eng.Wood(508)862-6223 JOIST MIDDLE UNDER REEF li i i ' i i it Standard Load-40 PSF l 10 PSF DC Spacing 16" nf, �rP u. ..,.,,0 .: 1-3/4" 1-3/4­"& BO B1 1200 Ibs LL 819 Ibs LL 152 Ibs DL 141 Ibs i L Total Horizontal Length-20-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 20-00-00 40 PSF 10 PSF 16" 100 Member Type: - Joist 1 fish tank load Unf.Area Load Left 05-00-00 07-00-00 357 PSF 10 PSF 16" 100 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 6858 ft-Ibs 47.9% @ 100% 2 1 -internal Slope 0/12 End Reaction 1352 Ibs 59.1% @ 100% 2 1 -Left OC Spacing 16" Total Deflection L/729(0.329") 32.9% 2 1 Repetitive Yes Live Deflection L/824(0.291") 43.7% 2 1 Construction Type Glued Max. Defl. 0.329"(Limit: 1") 32.9% 2 1 Span/Depth 17.1 1 Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF Duration 100 NOTES: Design meets Code minimum(L/240)Total load deflection criteria. Disclosure Design meets Code minimum(L/360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-3/4". who would rely on the output as Minimum bearing length for B1 is 1-3/4". evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. Page 1 of 1 BCIO and Versa-Lam®are registered trademarks of Boise Cascade Corp. r y of Barnstable . The Town . • &%msrnat e. . g. Regulatory Services i6,9. �0 `�ArEc►mot. Thomas F. Geiler, Director Building Division ' Peter F. DilMatteo, Building Commissioner 367 Main Street,Hyannis MA 02601 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.modernization,conversion, improvement.removal.demolition,or construction of an addition to any pre-existing owner-occupied buildingcontaining at least one but not more than four dwelling units or to structures which are adjacent to . such residence or buildingbe done b registered contractors.with certain exceptions,along with other Y 8 _ requirements. Type of Work: ��� �/}v Estimated cost Address of Work: CY.r) / Owner's Name:— `\k —�� Date of Application: y 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 QQwaerpulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED. CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL.'c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner. Date Contractor Name. Registration No. U� 0 Date Owner's Name ®WE- Triple 1-3/4" x 11-7/8" VERSA-LAM® 200 3100 SP Roof Beam\Beam* 01 EC CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Tuesday,April 11, 2006 10:07 Build 141_ File Name: BC CALC Project Job Name: Addition over Garage Description: Beam 01, Address: 25 Sylvan Road Specifier: City, State, Zip:F He; MA Designer: Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 2158 12 r 15-06-00 BO,3-1/2" B1,3-1/2" DL 1880 Ibs DL 1880 Ibs SL 2906 Ibs SL 2906 Ibs Total Horizontal Product Length= 15-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start. End 100% 90% 115% 133% 125% Trib. 1 Roof Unf. Area Left 00-00-00 15-06-00 15 psf 25 psf 15-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 17465 ft-Ibs 47.6% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 3995 Ibs 29.3% 115% 3 1 -Left be'verified by anyone who would rely on Total Load Defl. U372(0.485") 48.4% 3 1 output as evidence of suitability for Live Load Defl.. U612(0295") 39.2% 3 1 particular application.Output here based Max Defl. 0.485" 48.5% 3 1 on building code-accepted design Span/Depth 15.2 n/a properties and analysis methods. P p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 5-1/4" 4786 Ibs 61.3% 34.7%_ Spruce-Pine-Fir or ask questions,please call p B1 Wall/Plate 3-1/2"x 5-1/4" 4786 Ibs 61.3% 34.7% Spruce-Pine-Fir (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, ALLJOIST®,BC RIM BOARD- BCI®, Notes BOISE GLULAMTM SIMPLE FRAMING Design meets Code minimum (U180)Total load deflection criteria. SYSTEM®,VERSA-LAMS,VERSA-RIM Design meets Code minimum (U240) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSASTRANDTM,VERSA-STUD®are Member Slope= 0, consider drainage. trademarks of Boise Wood Products, L.L.C. Connection Diagram b d a I ' • • • c e 0 0 0 n p\Aa:OF a minimum =2" c=7-7/8" b minimum =3" d= 12" i¢ ° PAUL W. G„ e minimum= 3" tlwI;Z, SWANSON �« Member has no side loads. ,. v STFsuCfURAL rn Connectors are:16d Sinker Nails NP gCOST Fsil NAL Page 1 of 1 i0� ry Triple 1-3/4" x 9-1/2" VERSA-LAMA® 2.0 3100 SP Roof Beaml6eam 02 B-C CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Tuesday,April 11,2006 10:07 Build 141 File Name: BC CALC Project Job Name: Addition over Garage Description: Beam 02 Address: 25 Sylvan Road Specifier: City, State, Zip:Centerville, MA Designer: Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 2158 �0 12 1 11-06-00 BO,3-1/2" B1,3-1/2" DL 1374 Ibs DL 1374 Ibs SL 2156 Ibs SL 2156 Ibs Total Horizontal Product Length= 11-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Roof Unf. Area Left 00-00-00 11-06-00 15 psf 25 psf 15-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 9358 ft-Ibs 38.9% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 2865 Ibs 26.3% 115% 3 1 - Left be verified by anyone who would rely on Total Load Defl. U484(0.274") 37.2% 3 1 output as evidence of suitability for Live Load Defl. L/793 (0.167") 30.3% 3 1 particular application.Output here based Max Defl. 0.274" 27.4/0 v 3 1 on building code-accepted design properties and analysis methods. Span/Depth 13.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall]Plate 3-1/2"x 5-1/4" 3531 Ibs 45.2% 25.6% Spruce-Pine-Fir ( ask questions,please call 800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 5-1/4" 3531 lbs 45.2% 25.6% • Spruce-Pine-Fir BC CALCO,BC FRAMER®,AJS-, Notes ALLJOISTO,BC RIM BOARD- BCI®, BOISE GLULAMTm,SIMPLE FRAMING Design meets Code minimum (U180) Total load deflection criteria. SYSTEM®,VERSA-LAMS,VERSA-RIM Design meets Code minimum (U240) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRANDTm,VERSA-STUD®are Member Slope= 0, consider drainage. trademarks of Boise Wood Products, L.L.C. Connection Diagram �b d - a o o c e o 0 0 a minimum =2" c= 5-1/2" OF m'�°4'� b minimum = 3" d = 12" ` UL ti '��� PA e minimum 3" NSON Member has no side loads. STRUCTURAL En'1 Connectors are:16d Sinker Nails o 353 4 A °G Page 1 of 1 so MSE. Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100:SP Roof BeamlBeam 03 BC CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Tuesday, April 11,2006 10:07 Build 141 -- File Name: BC CALC Project Job Name: Addition over Garage Description: Beam 03 Address: 25 Sylvan Road Specifier: City, State, Zip:Centerville, MA Designer: Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 2158 �o 12 2 - - - - - - - - - - - - - - - - - - - 05-00-00 BO,3-1/2" B1,3-1/2" DL 994 Ibs DL 1408 Ibs SL 1221 Ibs SL 1860 Ibs t Total Horizontal Product Length=05-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description - Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 05-00-00 15 psf 35 psf 01-00-00 2 wall Unf. Lin. Left 00-00-00 05-00-00 0 plf 80 plf n/a 3 Beam 01 at bearing B1 Conc. Pt. Left 03-00-00 03-00-00 1880 Ibs2906 Ibs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 5486 ft-Ibs 34.2% 115% 2 1 - Internal Completeness and accuracy of input must End Shear -3117 Ibs 42.9% 115% 2 1 -Right be verified by anyone who would rely on Total Load Defl. U1656 (0.033") 10.9% 2 1 output as evidence of suitability for Live Load Defl. U2863 (0.019") 8.4% 2 1 particular application.Output here based Max Defl. 0.033" 3.3% 2 1 on building code-accepted design Span/Depth 5.7 n/a 1 properties and analysis methods. P P Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 2214 Ibs 42.5% 24.1% Spruce-Pine-Fir (8 ask questions,please call 81 Wall/Plate 3-1/2"x 3-1/2" 3268 Ibs 62.8% 35.6% Spruce-Pine-Fir 00)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTm, Notes ALLJOIST®,BC RIM BOARD- BCI®, BOISE GLULAMT" SIMPLE FRAMING Design meets Code minimum (U180)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U240) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND'm,VERSA-STUD®are Member Slope=0, consider drainage. trademarks of Boise Wood Products, L.L.C. Connection Diagram �I b d—� a I OF a minimum =2" c=5-1/2" / �`� PAUL W. yG„ b minimum= 3" d= 12" I SWANSON s^i) Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, STRUCTURAL v " please consult a technical representative or professional of Record. 5 4 Member has no side loads. iO Concentrated loads are not considered in side load analysis. Cgt$�E��' Connectors are:16d Sinker Nails ASS/0 A` Page 1 of 1 I BO��iEm Double 1-3/4" x 11-7/8" VERSA-LAM@ 2.0 3100.SP Roof BeamkBeam-04 BC CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Tuesday,April 11, 2006 10:07 .----__Build 141 File Name: BC CALC Project Job Name: Addition over Garage Description: Beam 04 Address: 25 Sylvan Road Specifier: City, State,Zip:Centerville, MA Designer: Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 2158 1--i° 12 3 2 v v �1 04-00-00 80,3-1/2" B1,3-1/2" DL 900 Ibs DL 900 Ibs SL 1148 Ibs SL 1148 Ibs Total Horizontal Product Length=04-00-00 Load Summary Live Dead Snow Wind . Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib.. 1 Standard Load Unf. Area Left 00-00-00 04-00-00 15 psf 35 psf 01-00-00 2 wall Unf. Lin. Left 00-00-00 04-OG-00 0 plf 80 plf n/a 3 Beam 02 at bearing BO Conc. Pt. Left 02-00-00 02-00-00 1374 Ibs2156 Ibs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3346 ft-Ibs 13.7% 115% 2 1 - Intemal Completeness and accuracy of input must End Shear 1867 Ibs 20.6% 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. U6754 (0.006") 2.7% 2 1 output as evidence of suitability for Live Load Defl. U11623(0.004") 2.1% 2 1 particular application.Output here based 6% 2 1 on building code-accepted design Max Defl. 0.006" 0. Span/Depth 3.6 6% 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 2048 Ibs 39.3% 22.3% Spruce-Pine-Fir (8 ask questions,please call B1 Wall/Plate 3-1/2"x 3-1/2" 2048 Ibs 39.3% 22.3% Spruce-Pine-Fir 00)232-0788 before installation: BC CALC®,BC FRAMER®,AJS-, ALLJOISTS,BC RIM BOARD1m SCI®, Notes BOISE GLULAM'*' SIMPLE FRAMING Design meets Code minimum (U180)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U240) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND1m,VERSA-STUDS are Member Slope=0, consider drainage. trademarks of Boise Wood Products, L.L.C. Connection Diagram L�b d a -. T• • • ��N OF p. , PAUL W. a minimum=2" c=7-7/8" ' a SWAN SON b minimum= 3" d= 12" c' STRi1CT3 yE. Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. �0SSE Member has no side loads. �F�`S/ONAL Concentrated loads are not considered in side load analysis. Connectors are:16d Sinker Nails Page 1 of 1 i0�$En Triple 1-3/4" x 11-7/8" VERSA-LAM® 200 3100 SP Floor Beam\Beam 05 BC CALC®9.2 Design Report-US 2 spans ( No cantilevers 0/12 slope Tuesday,April 11, 2006 10:07 .Build 141 File Name: BC CALC Project Job Name: Addition over Garage Description: Beam 05 Address: 25 Sylvan Road Specifier: City, State, Zip:Centerville, MA Designer: Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 2158 1 11-06-00 15-06-00 BO,3-1/2" 81,3-1/2" B2,3-1/2" LL 1475 Ibs LL 4731 Ibs - LL 1895 Ibs DL 384 Ibs DL 1716 Ibs - DL 642 Ibs Total Horizontal Product Length=27-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 27-00-00 40 psf 12 psf 07-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 7862 ft-Ibs 24.6% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -8972 ft-Ibs 28.1% 100% 1 2- Left be verged by anyone who would rely on End Shear -2048 Ibs 17.3% "- 100% 16 2-Right output as evidence of suitability for Cont. Shear 306.7 Ibs- 25.9% 100% 1 2- Left particular application.Output here based Uplift 33 Ibs n/a 16 1 - Left on building code-accepted design and analis Total Load Defl. U924 (0.198") 26.0% 16 2 ns allllat on of BOISE eng nteered wood Live Load Defl. U1191 (0.154") 30.2% 16 2 products must be in accordance with Total Neg. Defl. -0.0"', 8.8% 16 1 current Installation Guide and applicable Max Defl. 0.198" 19.8% 16 2 building codes.To obtain Installation Guide Span/Depth 15.4 n/a• 2 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJS-, Bearing Supports Dim.(L x W) Value Support Member 'Material ALLJOIST®,BC RIM BOARD-,BCIG, BO_ Wall/Plate 3-1/2"x 5-1/4" 1858 Ibs 23.8% 13.5% Spruce-Pine-Fir --.BOISE GLULAMTm SIMPLE FRAMING B1 Wall/Plate 3-1/2"x 5-1/4" 6447 Ibs 82.6% 46.8% Spruce-Pine-Fir SYSTEM®,VERSA-LAM®,VERSA-RIM B2 Wall/Plate 3-1/2"x 5-1/4" 2537 Ibs 32.5% 18.4% Spruce-Pine-Fir PLUS®,VERSA-RIM®, p VERSA-STRAND ,VERSASTUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram e - �b d—j a i o o OF i 4 PAUL 1nJ. ,, / SW,%NSON �A STRUCTURAL n '> a minimum=2" c=7-7/8" 353 b minimum = 3" d= 12" e minimum=3" Member has no side loads. AL, Connectors are:16d Sinker Nails Page 1 of 1 1 • Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP- Floor BeamlBeam 06 BC CALC®9.2 Design Report-US 1 span I No cantilevers 1 0/12 slope Tuesday,April 11, 2006 10:07 Build 141 File Name: BC CALC Project Job Name: Addition over Garage Description: Beam 06 Address: 25 Sylvan Road Specifier: C9 x 3,4 City, State, Zip:Centerville, MA Designer: Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Vic,.vI n,e.2 S. Code reports: ESR-1040 Misc: 2158 5 6 1 21-00-00 BO,3-1/2" B1,3-1/2" LL 3345 Ibs LL 3749 Ibs DL 2757 Ibs DL 4153 Ibs SL 1422 Ibs SL 3640 Ibs Total Horizontal Product Length 21-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133%. 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 21-00-00 40 psf 12 psf 01-04-00 2 Beam 01 at bearing BO Conc. Pt. Left 15-00-00 15-00-00 1880 Ibs2906 Ibs n/a 3 Beam 02 at bearing B1 Conc. Pt. Left 15-00-00 15-00-00 1374 Ibs2156 Ibs n/a 4 . Beam 05 at bearing 62 Conc. Pt. Left 17-00-00 17-00-00 1894 Ibs 642 Ibs n/a 5 wall Unf. Lin. Left 00-00-00 17-00-00 0 plf 60 plf n/a 6 loft Unf. Area Left 00-00-00 17-00-00 40 psf 12 psf 06-00-00 Controls Summary Value %Allowable Duration Load Case _ Span Location Disclosure Pos. Moment 59169 ft-Ibs 118.1% 115% 2 1 - internal Completeness and accuracy of input must End Shear -11411 Ibs 71.1% 115% 2 1 -Right be verified by anyone who would rely on Total Load Defl. L/144 1.718") 167.2% 2 1 output as evidence of suitability for � particular application.Output here based Live Load Defl. U227 (1.088") 158.9% 2 1 on building code-accepted design Max Deft 1.718" 171.8% 2 1 properties and analysis methods. Span/Depth 17.6 n/a { 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 Wall/Plate 3-1/2"x 5-1/4" . 7524 Ibs 96.3% 54.6% Spruce-Pine-Fir (800)232-0788 before installation. 61 Wall/Plate 3-1/2"x 5-1/4" 11542 lbs 147.8% 83.8% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJSTM', ALLJOISTO,BC RIM BOARD-,BCI®, Cautions BOISE GLULAM"",SIMPLE FRAMING Member has insufficient Pos. Moment resistance to carry loads. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Member is insufficient to carry loads for Code minimum load deflection at limit of U240. VERSA-STRANDTM,VERSA-STUD®are Member is insufficient to carry loads for Code minimum Live load deflection at limit of U360. trademarks of Boise wood Products, Member is insufficient to carry loads for Maximum load deflection at limit of 1". L.L.C. Bearing length at bearing B1 should be at least 5-3/16". - Bearing B1 cannot support a load of 11542 Ibs. TTIT rWOU61.t4 got M Of R9gb4, X L Y1 YELLS 3G $ t w O PAUL del. cn SWANSON STRUCTURAL Z9 3 Page 1 of 2 U S=E��0 NAL Swanson Structural, Inc. Paul W.Swanson,P.E.- Engineering Services 116 Forest Street commercial ' Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 PauQSwan sonStructural.com 14LI s kz� c_, !A",td S 1z;, l314K44 i U` s A,� _T: 4-7. 9 _ 3k.e. Or = 29x101- 9S.o� = 2778 NOO' Of s/ 79 xRo - Sit I� k�s 2773 554 �Nr Si79 V I- L. 2 4-o / 71. 0 % X 4L ' = 79/ <loo�ok ( S 0,� FL 21•� 4�V PAUL W. SWANSON STRU AL Job Name a 35 a� ob Number %p'S:;-/a U.IS7E`Location L.��, Sheet of Client By Date Triple 1-3/4" x 1.4" VERSA-LAM@ 2.0 3100 SP Floor Beam\Beam 07. BBC CALC®9.2 Design Report-US 1 span I No cantilevers 10112 slope Tuesday,April 11, 2006 10:07 Build 141 File Name: BC 2158 Job Name: Addition over Garage Description: Beam 07 Address: 25 Sylvan Road Specifier: City, State, Zip:Centerville, MA Designer: Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 2158 4 3 _ 5 8 1 16-06-00 „ BO,3-1/2" B1,3-1/2" LL 2544 Ibs LL 2851 Ibs DL 2929 Ibs DL 3660 Ibs SL 925 Ibs SL 1784 Ibs Total Horizontal Product Length= 16-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 2nd floor Unf. Area Left 00-00-00 16-06-00 40 psf 12 psf 01-00-00 2 Beam 04 at bearing BO Conc. Pt. Left 09-06-00 09-06-00 900 Ibs 1148 Ibs n/a 3 Beam 04 at bearing 61 Conc. Pt. Left 13-00-00 13-00-00 900 Ibs 1148 Ibs n/a 4 Beam 05 at bearing BO Conc. Pt. Left 13-00-00 13-00-00 1475 Ibs 384 Ibs n/a 5 walls Unf. Lin. Left 00-00-00 16-06-00 0 plf 160 plf n/a 6 loft Unf.Area Left 00-00-00 13-00-00 40 psf 12 psf 06-00-00 7 loft Unf. Area Left 13-00-00 16-06-00 40 psf 12 psf 01-00-00 8 roof Unf.Area Left 00-00-00 16-06-00 15 psf 25 psf 01-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Post'Moment 32930 ft-Ibs 65.7% 115% 13 1 = Internal End Shear -7821 Ibs 48.7% 116% 2 1 - Right Total Load Defl. U315 (0.61") 76.1% 2 1 Live Load Defl. U566 (0.34") 63.6% 2 1 Max Defl. 0.61" 61.0% 2 1 Span/Depth 13.7 n/a 1 LVL� � %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 3-1/2"x 5-1/4" 6398 Ibs 81.9% 46.4% Spruce-Pine-Fir B1 Wall/Plate 3-1/2"x 5-1/4" 8294 Ibs 106.2% 60.2% Spruce-Pine-Fir Cautions Bearing length at bearing B1 should be at least 3-3/4". I vt,_ Bearing B1 cannot support a load of 8294 Ibs. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. I�'/ax►1�/�; Z,oC 3100 �jj� OF ' M2 , 1,>s�Z�,zrst 7g) � = 35.595 32,930 92� ok `.. .� � VQ � ) i5 73 9� Q� 55 4-35 > 7;$2) PAUL��. 4 14 tz `' `` i . SN�NS �! TRU U �L + 400 = 88,3 Sa _ 7¢ As 5TIPF 00 Page 1 of 2 y b S A. `iw WE Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SPloor BeamlBeam 08 9C CALC®9.2 Design Report-US 2 spans No cantilevers 0/12 slope Tuesday,April 11, 2006 10:07 Build 141 File Name: BC CALC Project Job Name: Addition over Garage Description: Beam,08 Address: 25 Sylvan Road Specifier: City, State, Zip:Centerville, MA Designer: Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 2158 14-ao-00 13-00-00 BO,3-1/2" B1,7" B2,3-1/2" LL 5188.lbs LL 16002 Ibs LL 4385 Ibs DL 1946 Ibs DL 8053 Ibs DL 860 Ibs SL 506 Ibs SL 3443 Ibs Total Horizontal Product Length=27-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 900% 115% 133% 125% Trib. 1 Standard Load Unf. Area. Left 00-00-00 27-00-00 40 psf 12 psf 18-09-00 2 Beam 06 at bearing B1 Conc. Pt. Left 11-00-00 11-00-00 3749 Ibs4153 Ibs3640 Ibs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 27505 ft-Ibs 56.2% 115% 13 1 - Internal Completeness and accuracy of input must Neg. Moment -30645 ft-Ibs .72.0% 100% 1 1 Right be verified by anyone who would rely on End Shear 5854 Ibs 37.1% 100% 14 1 -Left output as evidence of suitability for Cont. Shear 17135 Ibs 94.3% 115% 2 1 - Right particular application.Output here based Uplift 490 Ibs n/a 13 2- Right on buildingcode-accepted design p g properties and analysis methods. Total Load Defl. U353(0.468") 68.0% 13 1 Installation of BOISE engineered wood Live Load Defl. U475 (0.348") 75.7% 13 1 products must be in accordance with Total Neg. Defl. -0:179" 35.8%' 13 2 current Installation Guide and applicable Max Defl. 0.468" 46.8% 13 1 building codes.To obtain Installation Guide Span/Depth 13.9 n/a 1 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJST*-, Bearing Supports Dim.(L x W) Value Support Member Material ALLJOIST®,BC RIM BOARD-,SCIS, BO Wall/Plate 3-1/2"x 7" 7640 Ibs 73.4% 41.6% . Spruce-Pine-Fir BOISE GLULAMTm SIMPLE FRAMING B1 Post 7"x 7" 27498 Ibs 0.6% 74.8% Steel SYSTEM®,VERSA-LAM®,VERSA-RIM B2 Wall/Plate 3-1/2"x 7" 5245 Ibs 50.4% 28.5% Spruce-Pine-Fir PLUS®,VERSA-RIIM®, p VERSA-STRAND ,VERSA-STUD®are trademarks of Boise Wood Products, Cautions L.L.C. Uplift of 490 Ibs found at span 2-Right. Column.at Bearing B1 analyzed for bearing only, column analysis has not been performed. . Notes Design meets Code minimum (U240)Total load deflection criteria: Design meets Code minimum(U360) Live load deflection criteria.' Design meets arbitrary(1") Maximum load deflection criteria. 2 7X J1,371' '757 Z� ) L PAUL IP' ``r — St 1 SWAN SiRJCTU?;L „ /I� � A lO r Page 1of2 - Triple 1-314" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Beam 01 BC CALC®9.2 Design Report-US 1 span No cantilevers 1 0/12 slope Tuesday,April 11,2006 10:07 /Build 141 File Name: BC CALC Project Job Name: Addition over Garage Description:Beam 01. Address: 25 Sylvan Road Specifier. City, State,Zip:Centerville, MA Designer Paul W.Swanson, P.E. Customer. ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 2158 12 15-06-00 129 BO,3-112" B1,3-11r OL 1880 lbs DL 1880 Ibs SL 2906 Ibs x St.2906 Ibs Total Horizontal Product Length=15-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 1151% 133% 125°/. Trib. 1 Roof Unf.Area Left 00-00-00 15-06-00 15 psf 25 psf 15-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 17465 ft-lbs 47.6% 115% 3 1 -'Internal Completeness and accuracy of input must End Shear 3995 Ibs 29.3% 115% 3 1 -Left be'verified by anyone who would rely on Total Load Defl. U372(0.485") 48.4% 3 1 output as evidence of suitability for particular application.Output here based Live Load Defl. U612(0.295") 39.2% 3 1 Max Defl. 0.485" 48.5% 3 1 on building code-accepted design Span Depth 15.2 n/a 1 Installation a of BO SEmethods.nd analysis engineered / l wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x w) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 5-1/4 (8 4786 Ibs 61.3% 34.7% Spruce-Pine-Fir ask questions,please call B1 Wall/Plate 3-1/2"x 5-1/4" 4786 Ibs 61.3% 34.7% Spruce-Pine-Fir 00)232 0788 before installation. BC CALCO,BC FRAMER®,AJS-, ALUOIST®,BC RIM BOARD'" BCI®, Notes BOISE GLULAMTm SIMPLE FRAMING Design meets Code minimum(U180)Total load deflection criteria. _ SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(L/240)Live load deflection criteria. PLUS®,VERSA-RIMS, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRANDTM,VERSA-STUD®are Member Slope=0,consider drainage. trademarks of Boise Wood Products, L.L.C. Connection Diagram b d i C F e o 0 0 a minimum=2" c=7-7/8" 7 b minimum=3" d= 12" `a sV PAUL Vd. G„ e minimum=3" rti SU ANSON a I'35 STRt.ICLURAL n Member has no side loads. N 5 . Connectors are:16d Sinker Nails Page 1 of 1 B� Triple 1-3141' x 9-1/2" VERSA-LAM@ 2.0 3100.SP Roof BeamlBeam 02 BC CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Tuesday,.April 11,2006 10:07 Build 141 File Name: BC CALC Project Job Name: Addition over Garage Description: Beam 02 Address: 25 Sylvan Road Specifier. City State,Zip:Centerville,MA Designer. Paul W.Swanson, P.E. Customer. ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 2158 12 11-06-00 B1,3-1/2" BO,3-1/2" DL 1374lbs DL 1374 Ibs SL 2156 Ibs SL 2156 Ibs Total Horizontal Product Length=11-06-00 Load Summary Uve Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Roof Unf.Area Left 00-00-00 11-06-00 15 psf 25 psf 15-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 9358 ft-Ibs 38.9% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 2865 Ibs 26.3% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U484(0274") 37.2% 3 1 output as evidence of suitability for Live Load Defl. U793(0.167" 30.3% 3 1 particular application.Output here based on building code-accepted design Max Defl. 0.274" 27.4% 3 1 ' properties and analysis methods. Span/Depth 13.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim (L x W) Value Support Member Material building codes.To obtain Installation Guide or ask questions,please call BO . Wall/Plate 3-1/2"x 5-1/4" 3531 Ibs 45.2°k 25.6% Spruce-Pine-Fir (800)232-0788 before installation. 131 Wall/Plate 3-1/2"x 5-1/4" 3531 Ibs 45.2% 25.6% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJSTM', ALUOISTO,BC RIM BOARD-,BCI®, Notes BOISE GLULAMTM',SIMPLE FRAMING Design meets Code minimum(U180)Total load deflection criteria. SYSTEM®,VERSA-LAW,VERSA-RIM Design meets Code minimum(U240)Live load deflection criteria. PLUS®,VERSA-RIM@,Design meets arbitrary(1") Maximum load deflection criteria. VERSASTRANDTM,VERSA-STUDS are trademarks of Boise wood Products, Member Slope=0,consider drainage. L.L.C. Connection Diagram br` d � a c e o OF a minimum=2" c=5-1/2" g b minimum=3" d= 12" ya PauL e minimum=3" , SWANSON .:` STRL1CfUR CIOMember has no side loads. .'I 4 AI •:, Connectors are:16d Sinker Nails W3534 Q j oG Page 1 of 1 $E" Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100.SP Roof BeamlBeam:03 BC CALL®9.2 Design Report-US 1 span(No cantilevers 0/12 slope Tuesday,April 11,2006 10:07 Build 141 File Name: BC CALC Project Job Name: Addition over Garage Description:Beam 03 Address: 25 Sylvan Road Specifier. City, State,Zip:Centerville, MA Designer. Paul W.Swanson, P.E. Customer. ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 2158 12 1 - 05-00-00 Bo,3-1/2" B1,3-1/2" DL 994 Ibs DL 1408 Ibs SL 1221 Ibs SL 1860 Ibs Total Horizontal Product Length=05-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Descdpdon Load Type Ref. Start End 100% 90% 115% 1330/9 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 05-00-00 15 psf 35 psf 01-00-00 2 wall Unf. Lin. Left 00-00-00 05-00-00 0 plf 80 plf n/a 3 Beam 01 at bearing 61 Conc. Pt. Left 03-00-00 03-00-00 . 1880 lbs2906 Ibs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 5486 ft-Ibs 34.2% 115% 2 1 -Internal Completeness and accuracy of input must End Shear -3117 lbs 42.9% 115% 2 1 -Right be verified by anyone who would rely on Total Load Defl. U1656 0.033" 10.9% 2 1 output as evidence of suitability for Live Load Defl. U2863(0.019") 8.4% 2 1 particular application.Output here based Max Defl. 0.033" 3.3% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 5.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO WalliPlate 3-1/2"x 3-1/2" 2214 Ibs 42.5% 24.1% Spruce-Pine-F (8 ir ask questions,please call B1 Wall/Plate 3-1/2"x 3-1/2" 3268 Ibs 62.8% 35.6% Spruce-Pine-Fir 00)232-0788 before installation. BC CALC®,BC FRAMER®,AJS,", ALUOIST®,BC RIM BOARD"" BCI®, Notes BOISE GLULAM,",SIMPLE FRAMING Design meets Code minimum(U180)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(L/240)Live load.deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRAND,",VERSA-STUD®are Member Slope=0,consider drainage. trademarks of Boise Wood Products, LLC. Connection Diagram b d— r. OF may. a minimum=2" c=5-1/2" A PAUL b minimum=3" d= 12" SWANSON Connection design assumes point load is'top4oaded'. For connection design of'side4oaded'point loads, v STRJCTURAL v " please consult a technical representative or professional of Record. 5 Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:16d Sinker Nails s�/q At- Page 1 of 1 Double 14/4" x 11-7/8" VERSA-LAM@ 2.0 3100 SP Roof Beam\Beam 04 BC CALL®9.2 Design Report-US 1 span No cantilevers 10/12 slope Tuesday,April 11,200610:07 ..Build.141 File Name: BC CALC Project Job Name: Addition over Garage Description:Beam 04 Address: 25 Sylvan Road Specifier. City, State,Zip:Centerville,MA Designer. Paul W.Swanson, P.E. Customer. ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 2158 12 3 2 s 1 04-00-00 BO,3-1/2" DL 900 Ibs, DL 900 Ibs SL 1148 Ibs '. t SL 1148 Its Total Horizontal Product Length=04-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 116% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 04-00-00 15 psf 35 psf 01-00-00 2 wail Unf. Lin. Left 00-00-00 04-00-00 0 pif 80 plf n/a 3 Beam 02 at bearing BO' Conc. Pt. Left 02-00-00 02-00-00 1374 Ibs2156 lbs n/a Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3346 ft4bs 13.7% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 1867 lbs 20.6% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U6754(0.006") 2.7% 2 1 output as evidence of suitability for Live Load Defl. U11623 0.004" 2.1% 2 1 an bull i application.Output here based ( ) on building cod accepted design Max Defl. 0.006" 0.6% 2 1 properties and analysis methods. Span/Depth 3.6 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim (L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 2048 Ibs 39.3% 22.3% Spruce-Pine-Fir (8 ask questions,please call 00)232-0788 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 2048 Ibs 39.3% 22.3% Spruce-Pine-Fir BC CALLS,BC FRAMER®,AJSM ALWOISTS,BC RIM BOARD"a,BCIS, Notes BOISE GLULAM-,SIMPLE FRAMING Design meets Code minimum(L(180)Total load deflection criteria. SYSTEM®,VERSA LAM®,VERSA-RIM Design meets Code minimum(U240)Live load deflection criteria. PLUSS,VERSA-RIMS, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRANDT",VERSA-STUDS are tr Member Slope=0,consider drainage. L.Cmarks of Boise Wood Products, Connection Diagram a OF PAUL W. �Cr a minimum=2" c=7-7/8" SWaNSON ;; ." STRUCTU CA b minimum=3" d= 12" 3 Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, � please consult a technical representative or professional of Record. 1UST � Member has no side bads. fsS/0}�AL Concentrated loads are not considered in side load analysis. Connectors are:16d Sinker Nails Page 1 of 1 Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam 05 BC CALC®9.2 Design Report-US 2 spans No cantilevers 0/12 slope Tuesday,April 11,200610:07 Build 141 File Name: BC CALC Project Job Name: Addition over Garage Description:Beam 05 Address: 25 Sylvan Road Specifier: City, State,Zip:Centerville, MA Designer. Paul W. Swanson, P.E. Customer. ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 2158 11-06-00 15-06-00 � LL 82 2,3-1/, 2"3-1/ j 80,3-1/2" B1,3-1/2" LL 1475 lbs LL 4731 lbs DL 895 s DL 384 lbs DL 1716 lbs lbs Total Horizontal Product Length=27-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 27-00-00 40 psf 12 psf 07-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 7862 ft-lbs 24.6% 1000/0 16 2-Internal Completeness and accuracy of input must Neg. Moment -8972 ft-lbs 28.1% 100% 1 2-Left be verified by anyone who would rely on End Shear -2048 lbs 17.3% 100% 16 2-Right output as evidence of suitability for Cont. Shear 3067 lbs 25.9% 100% 1 2-Left particular application.Output here based on building code-accepted design Uplift 33 lbs n/a 16 1 -Left properties and analysis methods. Total Load Defl. U924(0.198") 26.0% 16 2 Installation of BOISE engineered wood Live Load Defl. U1191 (0.154") 30.2% 16 2 products must be in accordance with Total Neg. Defl. -0.044" 8.8% 16 1 current Installation Guide and applicable Max Defl. 0.198" 19.8% 16 2 building codes.To obtain Installation Guide or ask questions,please call Span/Depth 15.4 n/a 2 (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJSTM Bearing Supports Dim (L x W) Value Support Member Material _ ALLJOISTO,BC RIM BOARDT"' BCI®, BO Wall/Plate 3-1/2"x 5-1/4" 1858 lbs 23.8% 13.5% Spruce-Pine-Fir BOISE SYSTEMM®OD,,VE -LAM®,VERSA-RIM RSTM ASIMPLE FRAMING B1 Wall/Plate 3-1/2"x 5-1/4" 6447 lbs 82.6% 46.8% Spruce-Pine-Fir PLUS®,VERSA-RIM®, B2 Wall/Plate 3-1/2"x 5-1/4" 2537 lbs 32.5% 18.4% Spruce-Pine-Fir VERSA-STRANDTm,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram �b —d-+� a r a o ,. OF e ° ° ° G PAUL W. SWANSON `-4 as v STRUCTURAL v+ a minimum=Z' c=7-7/8" .353 b minimum=3" d= 12" e minimum=3" ,�s�u1S1ELG�t� It7 1•iL Member has no side loads. Connectors are:16d Sinker Nails `I 06 Page 1 of 1 I , Triple 1-3/4" x W VERSA-LAM0 2.0 3100 SP Floor BeamlBeam 06 BC CALC®9.2 Design Report-US 1 span I No cantilevers 1 0/12 slope Tuesday,April 11,2006 10:07 Build 141 oA File Name: BC CALC Project 2— Job Name: Addition over Garage Description:Beam 06 Address: 25 Sylvan Road Specifier GG1 X ' 3,4 City, State,Zip:Centerville, MA Designer. Paul W.Swanson, P.E. Customer. ERT Architects, Inc. Company: Swanson Structural, Inc. Gn in' S. Code reports: ESR-1040 Misc: 2158 5 - 6 _ 21-00-00 B1,3-10 BO 3-1/2" LL 3749 lbs LL 3345 lbs DL 4153 lbs DL 2757 lbs, SL 3640 lbs SL 1422 lbs Total Horizontal Product Length=21-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% go% 115% 133% 125°/. Trib. 1 Standard Load Unf.Area Left 00-00-00 21-00-00 40 psf 12 psf 01-04-00 2 Beam 01 at bearing BO Conc. Pt. Left 15-00-00 15-00-00 1880 Ibs2906 Ibs n/a 3 Beam 02 at bearing B1 Conc. Pt. Left 15-00-00 15-00-00 1374 Ibs2156 Ibs n/a 4 Beam 05 at bearing 82 Conc. Pt. Left 17-00-00 17-00-00 1894 Ibs 642 Ibs n/a 5 wall Unf. Lin. Left 00-00-00 17-00-00 0 pif 60 plf n/a 6 loft Unf.Area Left 00-00-00 17-00-00 40 psf 12 psf 6-00-00 Controls Summary Value %.Allowable Duration Load Case Span Location Disclosure Pos. Moment 59169 ft-lbs 118.1% 115% 2 1 -Internal Completeness and accuracy of input must End Shear -11411 Ibs 71.1% 115% 2 1 -Right be verified by anyone who would rely on output as evidence of suitability for Total Load Defl. U144(1.718") 167.2% 2 1 particular application.Output here based Live Load Deft U227 (1.088") 158.9% 2 1 on building code-accepted design Max Defl. 1.718" 171.8% 2 1 properties and analysis methods. 1 Installation of BOISE engineered wood n/a Span/Depth 17.6 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 Wall/Plate 3-1/2"x 5-1/4" 7524 Ibs 96.3% 54.6% Spruce-Pine-Fir (800)232-0788 before installation. 131 Wall/Plate 3-1/2"x 5-1/4" 11542 Ibs 147:8% 83.8% Spruce-Pine-Fir BC CALCO,BC FRAMER®,AJSTM ALUOISTS,BC RIM BOARDT°",BCI®, Cautions BOISE GLULAMTM SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Member has insufficient Pos. Moment resistance to cant'loads. PLUS® VERSA-RIM®, Member is insufficient to cant'loads for Code minimum load deflection at limit of U240. VERSA-STRANDTM,VERSA-STUD®are Member is insufficient to cant'loads for Code minimum Live load deflection at limit of U360. trademarks of Boise wood Products, Member is insufficient to carry loads for Maximum load deflection at limit of 1". L.L.C. Bearing length at bearing B1 should be at least 5-3/16". Bearing B1 cannot support a load of 11542 lbs. �0V�.1f gOttS 4�O� PAUL I'll- add 2'. c-g x ��-`� r✓�r+ywc5 � 3� S� �� sW,41V8taN STRucrURAL X Page 1 of 2 E��O Swanson Structural, Inc: Paul W.Swanson,P.E. 116 Forest Street Engineering Services ' commercial Franklin,MA 02038-2579 Phone 508-520-1333 residential - Fax 508-520-1334 heavy timber PaulQSwansonStructuraL com s T_ 4-7. 9 9s.8 1^4. 95. = 2778 K10 5179 X i42� S�cc,Q k�s 2778 _ 5-4 v S179 C tick -rrc VI- 2 4-o( s 7r 9 = 44 17i. S x 4 7911r- </0oXok x 12 '%�� _ /8• ► ks, Z ACID,L FL G -v 0 OF OZ° PAUL W. o StA'ANSCNt c� STRUCTURAL a Job Name ob Number Location FSSYON L ��' f Sheet of Client (I LOG By Date Triple 1-3/4" x 1.4" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 07 BC CALC®9.2 Design Report-US 1 span I No cantilevers 1 0/12 slope Tuesday,April 11,200610:07 Build 141 File Name: BC 2158 Job Name: Addition over Garage Description:Beam 07 Address: 25 Sylvan Road Specifier. City, State,Zip:Centerville, MA Designer. Paul W.Swanson, P.E. Customer. ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 2158 5 1 16-08-00 130.3-1/2" 61,3-11r LL 2544 lbs LL 2851 lbs DL 2929 lbs OL 3660 lbs SL 925 lbs SL 1784 lbs Total Horizontal Product Length=16-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 2nd floor Unf.Area Left 00-00-00 16-06-00 40 psf 12 psf 01-00-00 2 Beam 04 at bearing BO Conc. Pt. Left 09-06-00 09-06-00 900 Ibs 1148 Ibs n/a 3 Beam 04 at bearing 131 Conc. Pt. Left 13-00-00 13-00-00 9001bs1148 Ibs n/a 4 Beam 05 at bearing BO Conc. Pt. Left 13-00-00 13-00-00 1475 Ibs 384 lbs n/a 5 walls Unf. Lin. Left 00-00-00 16-06-00 0 plf 160 pff n/a 6 loft Unf.Area Left 00-00-00 13-00-00 40 psf 12 psf 06-00-00 7 loft Unf.Area Left 13-00-00 16-06-00 40 psf 12 psf 01-00-00 8 roof Unf.Area Left 00-00-00 16-06-00 15 psf 25 psf 01-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Pos. Moment 32930 ft-lbs 65.7% 115% 13 1 -Internal End Shear -7821 Ibs 48.7% 116% 2 1 -Right Total Load Defl. U315(0.61") 76.1% 2 1 Live Load Defl. U566(0.34") 63.6% 2 1 Max Defl. 0.61" 61.0% 2 1 Span/Depth 13.7 Na 1 L vL %Allow %Allow Bearing Supports Dim (L x W) Value Support Member Material BO Wall/Plate 3-1/2"x 5-1/4" 6398 Ibs 81.9% 46.4% Spruce-Pine-Fir B1 Wall/Plate 3-1/2"x 5-1/4" 8294 Ibs 106.2% 60.2% Spruce-Pine-Fir 2 1114 Cautions Bearing length at bearing B1 should be at least 3-3/4". Bearing B1 cannot support a load of 8294 lbs. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. f}-�t1.4� ��., 2@ l�'/ax►1'/g f- !@ t�/�-ti 1�.�vt.. 2.oC 3100 5,5 32,930 92� ok OF OW ay PAuLUJ. '�� V't I,15 (?s9 821 Q6s� ) 14, �+�7 > ?► SWANS0. ­ ecru 1L t� 1 : 434 + 400 = $813 r ; 7¢ 45 snlzf 1206 Page 1 of 2 �F9E�ISTE1d��Z�` yr ,„ b! v- Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SPloor Beam\Beam 08 BC CALL®9.2 Design Report-US 2 spans No cantilevers 0/12 slope Tuesday,April 11,2006 10:07 Build 141 ,1 File Name: BC CALC Project ��x T D Job Name: Addition over Garage Description:Beam 08 Address: 25 Sylvan Road Specifier City,State,Zip:Centerville,MA Designer. Paul W.Swanson, P.E. Customer. ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 2158 14-00-00 13-00-00 B ,3-1/2" B1,7" B2,3-1/2" LL 5188 lbs LL 16002 lbs LL 4385 Ibs DL 1946 lbs DL 8053 lbs DL 860 lbs SL 506 lbs SL 3443 lbs Total Horizontal Product Length=27-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 96% 115% 133% 1250/6 Trib. 1 Standard Load Unf.Area. Left 00-00-00 27-00-00 40 psf 12 psf 18-09-00 2 Beam 06 at bearing B1 Conc. Pt. Left 11-00-00 11-00-00 3749 Ibs41.53 lbs36401bs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 27505 ft-lbs 56.2% 115% 13 1 -Internal Completeness and accuracy of input must Neg. Moment -30645 ft-lbs 72.0% 100% 1 1 -Right be verified by anyone who would rely on End Shear 5854 Ibs 37.1% 100% 14 1 -Left output as evidence of suitability for Cont. Shear 17135 Ibs 94.3% 115% 2 1 -Right particular application.Output here based on building code-accepted design Uplift 490 Ibs n/a 13 2-Right properties and analysis methods. Total Load Defl. U353(0.468') 68.0% 13 1 Installation of BOISE engineered wood Live Load Defl. U475(0.348') 75.7% 13 1 products must be in accordance with Total Neg. Defl. -0:179" 35.8% 13 2 current Installation Guide and applicable Max Defl. 0.468" 46.8% 13 1 building codes.To obtain Installation Guide Span/Depth 13.9 n/a 1 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALCO,BC FRAMERS,AJS'u Bearing Supports Dim (L x 111) Value Support Member Material ALLJOISTO,BC RIM BOARD-,BCI®, BO Wall/Plate 3-1/2"x T' 7640 lbs 73.4% 41.6% Spruce-Pine-Fir BOISE GLULAMTM SIMPLE FRAMING B1 Post 7"x T' 27498 Ibs 0.6% 74.8°r6 Steel SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIMS, B2 Wall/Plate 3-1/2"x T' 5245 Ibs 50.4% 28.5% Spruce-Pine-Fir VERSA-STRANDTM,VERSA-STUD®are trademarks of Boise Wood Products, Cautions L.L.C. Uplift of 490 lbs found at span 2-Right. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. Notes - Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load.deflection criteria. A�'d 31,d 5,,f or„ Design meets arbitrary(1")Maximum load deflection criteria. Z (7K /1,3115� 1 /101 01757 �z1 � ti rz OF IN SWANS ON Zz 3i;� Page 1 of 2 °F INE The Town of Barnstable * * BARNSeABM = 9$ b 9. ,0� Office of Community and Economic Development 1°TFe"'AAA 230 South Street Hyannis, MA 02601 Kevin Shea Office: 508-862-4678 Director Fax: 508-862-4782 January 7,2004 Mr.John C. Klimm, Town Manager Gary K Brown,Town Council President (� Barnstable Town Hall 367 Main Street Hyannis,MA 02601 Re: Pam Bordman- 952 Old Falmouth Road,Marstons.Mills - a single-family accessory unit Joseph Hamel- 25 Sylvan Drive, Hyannis - a single-family accessory unit Tom Capizzi- 90 Head of the Pond Road,Marston Mills - a single-family accessory unit Jo-Ann Bergeron- 829 Osterville West Barnstable Road,Marston Mills - a single-family accessory unit Gentlemen: This letter is to inform you that the Accessory Affordable Housing (Amneso Program has received requests for project eligibility letters under the Community Development Block Grant (CDBG) Fund and under the General Ordinances of the Town of Barnstable,Article LXV- Pre-existing& Unpermitted Dwellings and the Criteria for the Local Chapter 40B Program. The Program Coordinator is reviewing the requests. If the Town has any comments on the projects, please forward them to me so that they can be addressed in the site approval letter. This letter,gives you official notice of our receipt of the above application(s). We will issue a decision as to the acceptability of the sites and the consistency of this development within the guidelines of CDBG. Sin rel , Kevin Shea,Director Community&Economic Development cc: Town Artomey's Office Building Department Public Health Department' dam. ff s eft} e ; ' f i UP 1 € -- - - - 1 FL 94 .......... i IN 33f - y � S - � i _ E Lf 9 � � fF1 i D ^0nip, . r i r i _ � .. i,.. _ �_ .. _ ,._ ,,,.,,,., ,.„..... :»arm _.. ..... .. v.r:�nrv. i .. - � 4 � � ,'i n . � c i �,1� 1 _ � �4 i i' - �' - � J a._ 't=w-L�. i .,, rr�R'!i �:i!u Q�'k...�:;5 �f'I 4,�.a'N! i",I�"''�:f.° i,i� rn,1Yr� } '., f i..�,. f. � f -�.�--- r�^--�' ���---.___.......---•..-._�._^a., �.._...�.._..._ ._..._._..__._.. _ w...,...V_....._....... ___.,... .__ . � ,..1. ri, ( r 1 � � + r I 'f ! '�� 1 y � I ' !!!� i . t � � � ;�,� f' .�� ' � f i _ ,�)it '��� Erb _. _... �.. � �.. t. .. i J l i � ' I �';�h d i .. 1 � � � i I I I � I I� I I I , �� t �['!� r � _ �.-9iSes°��. =t�'�,d.<�'�_._.. , � ��, ~ � F i e ,�-,', _. _ . ., ,. ��f.I�'.. t ._ �it � , I . � i f.__.�....I._.. � L� I I � `.////////////////////�//////////IIIIIIIIII tI - i \ .+++T �i_.�r._.. _ 1 � .-� . ��! ��mm j I I � I� ( I I i i I i �� �t�' I / I I i , ! ( ' i ' ;� �� ' I ! .f':' _._—. 9"!" _....... �..: fib. ! � ' II �C , I -� ;. ... I ,: , i;......_ � 1 4� ! , I I, L.._.__tS�i'�2i�::��1i��'`��-ri >»f- � I � ,I � ! �I�' ►d I I ! I I s , is ,, _ � ' _. - .�; . � -� - _. e__r_...._.... ,� ..._., - -_ --- _.... _ � _. � __ __ ,� �. a _ __._ __. .. f ; 4 �� JA��/,���v �M ' . w 1 �7"ar" i 7 S�C,v�N � tLi ����� — ----� r I I � IQ7"_.. F J6 i QV 'Oil d t 7 77 . .. t' ..,�'�"ekP T' . ., f �k h ,. ! a.1 � r.. .�''w ij ��'"� "�,t y�f�•t•:."` �14c�A%_.. , i - .. - - � � ki a a fir �.r• �' �" �. I c _ 'i j I } l , ¢7 P g p ry _ ___ 41 41 IN 4 _. t . L. .L . •_-•-__--.__._.._...__._._..____.. _. -_..n-�_.._ ..-- � �_ �• I - _ _.__ _• pi, I. i t _ o Kv,f J i Arrl 4ii ...._........... iw;. 6'-0" EX1 TS 1 NG HOUSL� ANDERSEN A 21 AWNING, RO 21_$" ��- 3'-4" \ STAIR DOWN TO BASEMENT 2'01/2"X 2'01/2" cif ( \ fi iv �--1/2 WALL Ec. ( O 1/2 WALL RAILAROVNDt" Z t" BASEMENT STAIR OPENING o r co BATH < 0 8'-0" SECTION PAGE 10 V*l ec N SOLIp POST AT CORNER LLJ p J 1 - - - - - - - - - - - - - - - - - - - - - - - - - - < M Q W LINE OF LOFTABOVE T_0„ p up— _ z �? N O ui P RO P OS p REEF ROOM o O Z O xLIJ " FAMILY - - - - - - - ROOMO[ cZ < Q 1-3'0"X 6'8"9 LITE 4'_0" o �" POORLij v C5 - - - - - - - - - - - - � = aQ C7) 2-ANDERSEN 20310 DH, RO 2' < < t/1 to 21/8"X 4'11/4" 36"HIGH RAILING o P RCH L0 Z IZ O � >- --� tV = 6,-0" \ -6'-0,4 6'-6" Fl RST FLOOR PLAN - 24l-014 ROOF BELOW\ A — — — — — — — — — — — — — (3) ANDERSEN A 31 WINDOWS II I 0 RO 3'- O 1/2"x 2'- O 5/8' II II II = _ _ _ = = = = =1= - - - - - -�- � DN LOFT it a, I Ln 1 II � I cn SECTION PAGE 10-1 ,� ° in I 36"HIGH RAILING O I F``'- O o I I II I I I I O I I II I II I cz O II --I— — —OPEN TO BELOW I C� I I I)ORMERCHEEK WALL I Lu � I I > II t `tC4Q � Q 3'DIA ROUND WINDOW 1 I I > Z I J,\ \777777 >_ -tiN = SECOND FLOOR PLAN 2 -MATCH ALL EXTERIOR FINISHES TO ADJACENT EXISTING c-- STRUCTURE -ALL CONSTRUCTION TO CONFORM TO MASS BUILDING CODE 780 EXISTING STRUCTURE BEYOND C/ i I t CMR I -EXISTING CONDITIONS TO PREVAIL OVER ANY SHOWN IN THESE wrl DRAWINGS z co Ln N w � w O M �^ Q Q 4z Q �pp JEE ----- - - - -- - - l.L PROPOSED > Z Q Z �� EXISTING ad `_' Z LIJknQ PROPOSE [) FRONT ELEVATION 0N = ASPHALT ROLL ROOFING ORl� RUBBER MEMBRANE ROOF �- q/ d W + t- z uj CO c!"1 0 wo Q � r OQ r� Q CEDAR CLAPBOARDS TO Q MATCH EXISTING to i w � p Q z Z PROPOSED LEFT SIDE ELEVATION IV- GIN MATCH ASPHALT SHINGLES TO w EXISTING i CREATE RUBBER O MEMBRANE 3 PORCH ROOF CRICKET cn V ` BETWEEN N o EXISTING ROOF Q ° Q AN P PROPOSED M WALLS o oz 00 � o ULLL ww � > Z PROPOSED RIGHT SIDE ELEVATION > z W ; 0ff = OVERALL ON 51-4" 26'-0" 5'-0" O 1 6-0" 14'-0" 6'-0" - - - - - - - - - - - - - - - - - — — — — — --- I I o O J 4 (3) ANDERSEN BASEMENT WINDOWS MODEL 2820 ~ I a I PO 2 -8 5/8"X 1'-11" I I p uJ u O Q a10 o i N - - - - - - - � BASEMENT- BUILD FOUNDATION WALLSI \ FOR BILCO SIZE 'B' BULKHEAD 4"THICK POVREDCONCRETE O FLOOR ON VAPOR BARRIER i ( - r-4 L — — — — , LLI - - - - - -� I N PROVIDE SOLID POST FLOOR TO 8 POURED CONCRETE WALL I CEILING ON 16"X 16"X 8"DEEP ON 16"W CONTINUOUS PC FOOTING FOOTING l o I > I I uP EXISTING — — — — — — — — — - < FOUNDATION I a a- j Z L - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - __ J 6'-0" W cn Ln PROPOSED FOUNDATION PLAN 6 - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- O� W Oi [ I Z o co I I J N O - - - - - I I � � I i 'f (ONuj Q r- o m � I I o0 t� oz oC) Ltq x I I oL O M I I I I ( I Q Q DOUBLE 14" I UP LVL5 @ STAIR W LU OPENING — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — < q Q z a > Z -j Z Ln PROPOSED FIRST FLOOR FRAMING PLAN 7 i � o w l Z Ln ° Q o Ln ow Q ON n e- Oz 2X105 0 16" OC O czO (3) 13/4" X 91/2" LVL BEAMS ; ; =� 0j CA (2) 2X105 AROUND STAIR ; ; w UP OPENING > <- > © Z ty Z UJ O in N PROPOSE [) SECOND FLOOR FDA-%MING PLAN = O� C Lij 1 II I I II II II ° 2X6s @ W OC I g ¢ T II No - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - O V O � O O �T —� — — — — — —— — — — W ° o = b 2X8 RIDGE °v w o N j N cv— INLLJ 1 uj N LJ cz <I I &Y-7 Z 3=-rq�4 4 > z _j Z W Ln PROPOSED ROOF FRAMING PLAN 9 1 RUBBER MEMBRANE ROOF 2X10 VENTED 12 RIDGE t-- 2.5 12 ASPHALT SHINGLES TO MATCH C—%/ 0 EXISTING HOUSE ON 5/8" w I PLYWOOD SHEATHING Z 2X85 @ 16"OC < 0 tt) R 30 INSULATION LOFT i t VENTED SOFFITS zo N w T 2X10s 016"OC, 3/4"T&G r `'' © J p PLYWOOD 5UBFLOOR p t- CM M O 2X6s 016"OC WALL o C) 1/2"PLYWOOD M SHEATHING W/B��' j Q N H WHITE CEDAR O o ROOf v` /TYVEKLES ON r, 4 ao N HOUSEWRAP M < Q 11/2"X 14"TJI JOISTS 016"OC R 30 INSULATION 8"POURED CONCRETE W ui FOUNDATION WALLS ON 16" � > BASEMENT CONTINUOUS FOOTING = cz Q -4"PC FLOOR Q z v� a- > Z -' z w Q N r PROPOSED SECTION 10 50LID ULOCKING PANEL DETAIL Web Stiffener See manufactures literature for 4000 Pad,per loot 1"rim harper. Nail with 6 ( ) Noce:Check with local building officials for use of this detail in size&nailing schedule. 3 Vertical Load Capacity areas of high lateral forces. U5E 16d NAIL5 FOR 1-314•LVL 3/4"sheathing board 1Od nia5- p r m 3/4" Web stiffeners iretalk d at board squash Mocks must be sheathing bearirg ends. 0 1/16"abovehjoist o + (� o Web stiffener +gyp o nTstalled both I-jolt o Use LVL for rm bo ard 5des. 3• p�� 1/16 attachment 5used Ledge 12"OL. Solid blocki 7 2'4 0 2 8d nails.one Attach rim board EAv1 F�--''TTT n9 Lj each side Col minimlm BCI Requires backer block where 1 3/4"LVL TWO ROWS UP TO Y2"DEEP ane5 over all ASTM.A-307 OR BETTER BOLTS to 2x slll w ad nails Butt sections end to Instal web ( ) of 1 1/2"from end of joist harper load exceeds IOOOIbs. THREE Rows IF OVER 12'DEEP bearing areas. 1/2"DIAMETER FENDERWASHER5 BOTH FACES 6"oc. 5tiffener5 Where joist blockirg. 2x-bbdc end.Joints should occur tetween joists. WEB STIFFENER "ated o"ly. BOLTED CONNECTION JOIST NAILING RIM DOARD CANTILEVER HANGER CONNECTIONS SQUASH BLOCKS DECK ATTACHMENT LVL LAMINATION DRAWING LEGEND l A\ =BEAM - =JOIST TOP MOUNT HANGER ,` FACE MOUNT HAWER J L I"RIMDOARD WOODFRAME WALL(TYP.) 13/4"LVL CONCRETE e - FOUNDATION(T rF.) t I-JO15T JOIST LAYOUT STARTS HERE — — — — — — — — — — — — — — — — — I � I J — — ITT 314 ITT 314 P.a a i THIS AREA TO BE 2 1/2"X 14' THIS AREA TO BE 31/2"X 14"- THIS AREA TO BE 31/2"X 14" AJS-105 Cal 16"O.C. AJS-25'5 Cal 16"O.C.DOUBLED 1 AJS-25'5 @ 16"O.C. 6/20' 12/20' 6/24' I ALL DECK LVL AT ATTACHMENT AREAS ENGINEERED WOOD I SOLID BLOCKING PANELS AT MIDSPAN T FLOOR SYSTEM STOCK LIST I I SOLID BLOCKING PANELS AT MIDSPAN I � I LEVEL MATERIAL SIZE PCs LGTH' 2/24' IST FLOOR - RIM 14 4 16AI I I I F LVL 14 10 I I I I 14 I I (3) 13/4"X 1 16 I 14"LVL'S 5/12' 2 204 HGUS�5. /1�2� JOISTS AJS 10 4 5 12 I ITT 314 THI5 AREA TO BE 2 11/2" i; 20 I WP 1414-2 US 412 14"- AJS-1O'S 916"O.C. BLOCKING AJS 10 14 32' f. I 10'__._ I 0S� �0, 13/4"X 14"LVL AT LEDGER I I 2/14' J015TS AJS 25 14 12 20 ATTACHMENT AREA I I I �� (2) 13.4"X 14"LVL'S �2 6 24 I I — — I L — 2/14' — — — — — — —ITT 314— — HANGERS ITT 314 15 WP 1414 2 6 1— — — — 1/14'FOR ALL WINDOW HEADERS wil I I I I I I i NOTES : IST JL L®®� J� IRAMING PLAN THE FLOOR SYSTEM (I-JOI5T5, LVLS) ARE DESIGNED FOR FLOOR LOAD5 ONLY. ROOF 0 LOADS FROM RAFTERS, BRACING, AND SHOP DRAWINGS, TYPICAL DETAILS AND BEAMS MUST BEAR ON EXTERIOR WALLS AND FRAMING PLANS, OUTLINING INSTALLATION INTERIOR WALLS WITH BEARING STRAIGHT PROCEDURES AND UNIT IDENTIFICATION MARKS, THROUGH TO A FOOTING. ANY ROOF LOAD5 NOTE HAMEL RESIDENCE SHALL BE SUBMITTED FOR APPROVAL BY THE CARRIED BY THE FLOOR SYSTEM MUST BE PROJECT ARCHITECT AND/OR ENGINEER. EXACT 50 INDICATED ON THE FRAMING PLAN 25 SYLVAN DRIVE - HYANNIS, MA. QUANTITIES AND LENGTHS ARE THE SUBMITTED TO US FOR TAKE-OFF. PRODUCT USE LVL AS RIM AT ALL RESPONSIBILITY OF THE CONTRACTOR. TO BE STORED, HANDLED AND INSTALLED IN DECK ATTACHMENT DESIGN CRITERIA: 40# PSF LIVE LOAD JAY M. CONTRACTOR 15 TO VERIFY ALL BEAMS AND ACCORDANCE WITH MANUFACTURERS LOCATIONSto+ 10# PSF DEAD LOAD (508) 862-622, �����JOISTS AT THEIR EXACT LOCATIONS. RECOMMENDATIONS. — P A(-- 1 nt: 1 in9 r a ! 1 , f rl ! I POST FROM HEADER UP TO RIDGE BEAM ' ARCHITECTS INC. 209 1/2" LVL HEADER � ! ARCIUITECTUR, CONSTRUCTION t --------------------------------------------------- r_-- ------ — _ r__.__._.��-��•_N_mV-�_r ��_- ____- ,:�- _____.,,____..__._._-_____._.________.._.__ ______.__---_-+ iN7'ER S PL ' 1 „t1 { r___...�___.____.___r-� ' ---------------------------------------------- , ! I 1 I ! ! 1 ( I illl i ii � i ii.. ; ; ! ! I I ! i i I ! 3 i f---- I 1 1 I ' I i ! 1 1 { ,,` ,,,! DN ! I 9 MAIN STREET Q I 1 I I I ! I I I I t t 1 ! ! ! I I I i t{ I l i r \ /,. f PO D(� L74✓X 343 �Ilii YARMOUTHPOtT I MA 02675 I milli I ! ! }.__.___ !...._. { l tel (508) 362--8883 Ik \ fax (508) 362—4883 1 I i JfHI 1 1 i ! 1 1 0 , WWW.ERTARIITECTS.COM ! m. r f la t 1 II I Ire OPEN I r 11if iNl ABOVE Xiii� _ ----_.____.�If i of i FLUSH 2@1 3/4 X14 LVL Q iiii y _____ 1 _ • _:1��=.�:��w _=��_.�:_��'�-_��:''w:-__����-�.«.-~=����:W�v_��.-._____--___-___.1=i _. AS BUILTS I tul , 1.4 UP ( _ �,t 1 I UP 1 + / W. tlli :O w 1 i , I , ' -f 1 11 ' 1 ' / LIVING O1 ®iili . �_ I + i i i iii ii i FOR: if E u- , 1 AREA . � 1 f t I � Z Ill ICI t it � + 1 1 t !3 1 I Onrl I x- -f-- , lylnt i i i 9,5: 12 5: 12 ! FM DWYER CO. iiii KITCHEN I ! 1 1 I 1 1 i FLUSH 301 3/4"X14" LVL lilt Q i -� I 25 SYLVAN DRIVE i ! iI ' Sni i IL-T I _ ____ ! --------------- --- L�t fill 1 +I r fEI!- ( ` ' J 1 lilt i I I i j j mi i f . iiii ! i u li I LJBATH ,� BEDROOM �;{ iui { I I f t i i Wi ?ir !a I I ! { t CD till Ills O O N t I E 3 , iiii m i i + 1 I t t 1 1 D 00 + Ir-� + I I ! I + I I fill f 1 1 1 I t i I i i I �--------------------------------------------------------I-rl------------____-__-___� i .. iiii W ii iii %r`/.,..1i 1 I _ 1 ! , 1 L----'--------------------------------------------------------------------------------------__J 2®11 7/8"LVL HEADER POST FROM HEADER UP TO RIDGE BEAM LOFT PLAN SECOND FLOOR PLAN ROOF PLAN AS—BUILT CONDITIONS AS-BUILT CONDITIONS AS—BUILT CONDITIONS Fly"P ° f�3 RE"`OSED- - _ E WITH AN ORIGINAL ARCHITECT'S ly PURPOSES UNLESS STAMPED & SIGNED ! f �A'"` STAMP AND SIGNATURE & MARKED �^l�� ! + • c • AS "PERMIT SET" OR "CONSTRUCTION SET". z ?2X' DATE IS$uED: 03.17.06 X� PQST DN FROM RIDGE 4x6 >�vL --�" �' " POST" BELOW i HEADER INDOW HEADER BELOW I i i i PnS� W . e i REVISIONS: ------------------ ,.r�.-7----r--•--!--..._.r-_-_l_...—___.,...._,_.. "'"+ I ! f + 1 1 1 1 1 !! ilEl '^ZX I i , , it ! - ! ! �� � i, III f ! I I ! 1 1 I 1 11 /% 11 I \ + l 11 !t li / . li ,� ! i ! + I ! } ! ! ! IIII POST BE110W 1 ! i I t i I If 1 + 1 it �' ! ! I I I f i I I , t I •'D • L , , _ ' I -k_-'• n_.i_ flil 1 I /�1 .-'I ! f i W I!li ~..�P' _1__....!__i___.L_1_J-_L_._-----_ ___-. tit I 1 m 14 TJI JOISTS016 O.C. I m till i -1I W r 2X12®16"O.C. -' m II?i iiii It s 5= !zllilt J {N ? L J _ }.,.�._..____.�N I PERMIT SET � Q ;III yql ... w_._ __ lilt iiii `N` FLUSH 2®1 3/4"X14"LVL i u i ------_,_i u f il l aofill ______.__.._i N i PROGRESS SET li f L ,J lNl tilt N- -JiI N I � r' -_-_ __ _y e l PRICING SET L J L ?tee,! t t Ili! I I lel DOUBLE J i if r - — ' - - - " PROGRESS SET I if DOUB E !I 1 J ,It iN I l! i + 1 " i!L' I E " I' 1 1 r7 I i 1 ! + f ill! J 12C �16 O.C. it I it I tt I� 1! f ! 2X12C�+16 O.C. , Ilr�_--�fl lil I It i filllo tit 14" TJI JOISTS016"O.C„ II I !'� l_-__� N i. 1 i I !!I1 ' f r ••„��� fit a 1 I l-_--Jt �l• t It c f i t I a- fly �VKd1C.- ��•u i i �� 8 rj PA�..FL i{ 4p 1 `,�y')f, t.. 1 l ' lp?^1 r " I ! ! I I i ! .� ,� p 2X12®16 O.C. :il4!xL L �SG r�.fCTUPi LUSH 3®1 3/4 X14 LVL J i ' it __ __ 1, `.,`T i. m , _- ___ .. r,v .._.. 1- i ( i 1 it � - li.i t�,! ! r-., , , � a ♦ C �Ipit7. - + __ i i m Hit __ --- S:„ � I J ! L._.. ' �' _.J t i !s r i;tl ! ! . f __t E �t`t cart IiJ lf7t i I" i ! l i ii ` I111 ��i i ? r 1�r4Vrax QI I 1! 11 L _ _� w _______ --- 3f !i r f T• _._ - _., 1 ! : ('' fill ( .+- ._ ! it u._ fit-, �,_ _ - _ ---, ! t I u-- 0 .It, P i_I I-------------_ _ _, fill t �» X 13. ��' c lr , ii ,- -- { I II,I fi f 1 REGISTRATION I O it 11 ,I ! 1! II k t + ttll ti t! • I it 1 F9 6 tM✓ (P a Ark 1• 1 yS i (,� O L ll ... t i t I i�R J t i i I Ll J1 I I I I 14" TJI JOISTS®16"O.C. f , ,n; 2X12@16 O.C. il{I r " 2X12@16"O.C. I 1 i I " ® s= - _ -! u u u ! i CI ,-I` , SCALE: 1/4"=V-0" N N I i _/- I: t5 L} f t t - - 1 44 a f ! I I ( i X X L 1 t f ,' ' i ! k! C fill I i 11 t + t i HA N N r ihT 0 1 2 4 " i i i i i i u POSTI,oW,�li i i i i x1;01 O.C. , I t ! ! +1 HEAD ' !;; 11 I UNLESS OTHERWISE NOTED. 11 1 I ! -, _ _ --_ __ ___ ..___ ___ ___ __ ___.___ �- � _ '- -t���--_ _ - t - SHEET NO. F-- ---- r-- .-. . 3 2K P''OST BELOW WINDOW HEADER I ELOW y 4- m HEADER POST DN FROM 810 E SECOND FLR . FRAMING PLAN LOFT FRAMING PLAN ROOF FRAMING PLAN TOTAL NUMBER OF SHEETS AS—BUILT CONDITIONS AS—BUILT CONDITIONS AS—BST CON°D11IONS IN SET: 2 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF 03 . 17 . 06 WORKING DRAWINGS s ERT ARCHITECTS, INC. ARCHITECTURE CONSTRUCTION INTERIORS PLANNING 939 MAIN STREET, D1 PO BOX 343 YARMOUTHPORT, MA 02675 tel (508) 362—8883 fax (508) 362—4883 WWW.ERTARCHITECTS.COM AS-BUILTS FOR: FM DWYER CO. 25 SYLVAN DRIVE k LOFT 2X12016"O.C. R., LIVING AREA KITCHEN THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCH 'S �JC C�� �� �. STA P AND SIGNATURE &ITECT MARRED AS "PERMIT SET' OR "CONSTRUCTION SET". DATE ISSUED: 03.17.06 REVISIONS: GARAGE PERMIT SET PROGRESS SET PRICING SET PROGRESS SET SECTION Q KITCHEN /LIVING AREA AS—BUILT CONDITIONS REGISTRATION SCALE: 0 1 2 4 S UNLESS OTHERWISE NOTED. SHEET NO. A2 AS- BUILT CONDITIONS TOTAL NUMBER OF SHEETS IN SET: 2 THIS SHEET INVALID UNLESS ACCOMPANIED BY 03 . 17 . 06 A COMPLETE SET OF WORDING DRAWINGS