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Home My WebLink About0110 SCHOONER LANE Z-xql-7C Town of Barnstable c u7 �11H EQn Regulatory Services , Thomas F.Geiler,Director MASS.* anxxsz�a�. 1� Building Division z ,, fEv Tom Perry Building Commissioners ^. 200 Main Street, Hyannis,MA 02601 = . www.town.barnstable.ma.us CD Office: 508-862-4038 Fax:' 508-790=6230 „ COMPLAINT/INQUIRY REPORT ern Date:J a41 1 12 Rec d by: TO►CCj.%teS f`flo�'�•n Complaint Name: 0)cly k W; Map/Parcel Location 11 � Address: &n jo e%e L mn Originator Name: corccDV-0,-n Street: q ��n c�✓ Lam'` ,'— Village: State: zip: Q Telephone: 8 500 1 bpA Complaint Description: -Q� CX+ Ct C-L,,C' �'' cl• P h,04-per - Ple'Qt5e, � d� L,o4, e,- V1';J1'Qn Clea(anCP. � o i 1G ( 9 flck6 -6kc)�A/ ),:F) L�es �_'r c\ e+oL'1 FOR OFFICE USE ONLY Inspector's Action/Comments Date: I- f Inspector: q d �+`T; V(s f /ssao Additional Info.Attached Q:forms:complaint RESIDENTS OF SCHOONER LANE HYANNIS January 23, 2012 r Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 Attention: Mr Thomas Perry Building Commissioner Dear Mr. Perry 110 Schooner Lane / 141 Schooner Lane Non - Complying Structures We represent at least 13 residents of Schooner Lane, Hyannis who object to one fence constructed at the above address which we believe is in non compliance with Chapter 240 Zoning. We have looked into whether a special permit for a variance has been issued by the Special Permit Granting Authority and it is our understanding that no such, permit is in existence, and if one is, then the residents of Schooner Lane were not informed of a public meeting for such request. The fence at 110 Schooner Lane is over the maximum height restriction Article III Section 240-24.1.5 C Paragraph (3). In addition to this fence at 110 Schooner Lane, there is another fence recently constructed at 141 Schooner Lane that we believe may also be in violation not so much for its' height but more for the setback rules for a corner lot - Article IV Section 240-41 "Vision clearance on Corner lots." Attached are photos of the fences in question showing the actual height of the fence at p q g 9 110 Schooner and the location of the fence at 141 Schooner showing it at a corner. Since the Building Division is responsible for the enforcement and implementation of all zoning within the Town of Barnstable we respectfully request that you inform the owner(s) of the above properties that the non complying structures be removed immediately and to apply via the proper process for a special permit to construct such structures. Please be advised that if such special permit is requested in due course then it is the intention of the residents, here under represented by this letter, to vehemently oppose such application with the zoning appeals board. We thank you for your kind and immediate attention to this matter. Since r y, .,rys 4 �J" t ` NUy` " - '' 's.Y,'*Y4.7�'�,�1� $. =i'} x •: ?S= �41{� � -�6'��'. -�1 '`�!�. � !1 �11 a`�1.P�r� ��t y �c� 4' ,�a_. +: '�.�, � ��.. 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I i CA _t Ct-=12it ri *17 `n — - .� fir.•_ `�..�..._ ► .+» b.t. _,.tom+ v - e . - ---- r Distance from s T ground op p x ickets - , tt 86 inches and a �r. to top of posts t-----� u = 89 inches n � - 41 ivy �r a N 5 � r k xv{ x � 3 z t w . z: ik r _ ""m.. ,, ,n n. `^ #� ,< ror" a -.x -�;+fir �' a° _ . • �° ,S ,.�: n e a t a , 0t x 1, u +* L I) a 1 )410 -00 v a r � , s a iu . a £$ 9 qrY� I e , y r ✓' .,fig .TES i� � w ,s,% 11 , ,r { • fi • k M y Ati�pk R Distance from w fence to property Nor another 10 rt� y ft is in the road "Vx" W" o 4 w 240-4 .1§ 0 ZONING § 240 42 (g) Encourage the maximum separation of private automobiles and service vehicles through the use of separate service lanes. (h) Materials and design of paving, lighting fixtures, retaining walls, fences, curbs, benches, etc., shall be of good appearance, easily maintained, and indicative of their function. (5) Parking and loading design standards. (a) Parking facilities shall be landscaped and screened from public view to the extent necessary to eliminate unsightliness and monotony of parked cars. (b) Parking facilities shall be designed with careful regard to orderly arrangement, topography, landscaping and ease of access, and shall be developed as an integral part of an overall site design. (c) Any above-grade loading facility should be screened from public view to the extent necessary to eliminate unsightliness. (d) Outdoor storage shall not be permitted. ARTICLE IV F-e-� c `e a Supplemental Provisions §240_41.Vision clearance on corner lot""s. 5 d't._'p In residential districts, on corner lots, no fence, wall or structure, planting or foliage more than three feet in height above the plan of the established grades of the streets shall be allowed in any part of a front or side yard herein established, that is included within the street lines at points which are 20 feet distant from their point of intersection measured along said street lines which will materially obstruct the view of a driver of a vehicle approaching a street intersection. § 240-42. Planning Board standards/certain subdivisions. The Planning Board, as part of its review of subdivisions within 500 feet of the major arteries known as Routes 28, 132, 149 and West Main Street, is hereby authorized to: A. Prescribe, in distance and composition, a vegetation buffer strip between said major arteries and a proposed subdivision. B. Locate streets within a proposed subdivision so that: (1) Ingress and egress onto the aforementioned major arteries is safe, efficient and convenient; (2) A minimum number of roads intersect any such artery. Roads intersecting a major artery on the same side of the artery should, if possible, be not less than, 500 feet apart between side lines. Roads intersecting a major artery on the opposite sides of such an artery should, if possible,be not less than 150 feet between center lines. i 240:125 05-15-Zoos § 240-24.1.4 ZONING § 240-24.1.5 NOTES: t The third story can only occur within habitable attic space. Z See also setbacks in Subsection C(1)below. (1) Setbacks. (a) The front yard landscaped setback shall be 10 feet. (b) The SPGA may reduce to zero the rear and side setbacks for buildings to accommodate shared access driveways or parking lots that service buildings located on two or more adjoining lots. (2) Site access/curb cuts. (a) Driveways on Route 28 shall be minimized. Access shall not be located on Route 28 where safe vehicular and pedestrian access can be provided on an alternative roadway, or via a shared driveway, or via a driveway interconnection. On Route 28, new vehicular access, new development, redevelopment and changes in use that increase vehicle trips per day and/or increase peak hour roadway use shall be by special permit. (b) Applicants seeking a new curb cut on Route 28 shall consult the Town Director/Superintendent of Public Works regarding access on state highway roadways prior to seeking a curb-cut permit from the Massachusetts Highway Department, and work with the Town and other authorizing agencies, such as the MHD, to agree on an overall access plan for the site prior to site approval. The applicant shall provide proof of consultation with the listed entities and other necessary parties. (c) All driveways and changes to driveways on Route 28 shall: [1] Provide the minimum number of driveways for the size and type of land use proposed; [2] Provide shared access with adjacent development where feasible; and [3] Provide a driveway interconnection between adjacent parcels to avoid short trips and conflicts on the main road. D. Site development standards. In addition to the site development standards set forth in § 240-24.1.10 below, the following requirement shall apply: (1) Landscaping for multifamily housing. A perimeter green space of not less than 10 feet in width shall be provided,.such space to be planted and maintained as green r � r r area and to be broken only in a front yard by a driveway and/or entry walk. [§240.24.1.5. SF-Single Family Residential-Distriet [Added 7-14-2005 by Order No. 2005-1001 A. Permitted uses. The following principal and accessory uses are permitted in the SF District. Uses not expressly allowed are prohibited. rev,.C e , a� jr 240:57 os->s-zoos I § 240-24.1.5 BARNSTABLE CODE § 240-24.1.5 (1) Permitted principal uses. (a) Single-family dwellings (detached). (b) Bed-and-breakfasts. (c) Artists lofts. (d) For those lots with frontage on South Street and/or High School Road, professional offices. (e) Renting of rooms for not more than three nonfamily members by the family residing in a single-family dwelling. [Added 6-1-2006 by Order No. 2006-1361 (2) Permitted accessory uses. (a) Family apartments. B. Dimensional, bulk and other requirements. Minimum Yard Maximum Setbacks Building Heightl Minimum Minimum Lot Areal Lot Minimum Maximum Zoning (square Frontagel Lot Width2 Front Rear Side Lot District feet) (feet) (feet) (feet) (feet) (feet) Feet Stories' Coverage2 FAR3 Single 20 000 20 100 203 103 103 38 3 — — Family Residential NOTES: l The minimum lot area shall be reduced to 10,000 square feet and/or the minimum lot frontage shall be reduced to 50 feet if an existing nonresidential use,in existence as of the effective date of this section,is changed to a single-family residential use. 2 Lot width at front building setback 3 See also setbacks in Subsection C(1)and corner lot setback in Subsection C(2)below. 4 The third story in a single-family or two-family dwelling can only occur within habitable attic space. (1) Setbacks. A perimeter green space of not less than 10 feet in width shall be provided, such space to be planted and maintained as green area and to be broken only in a front yard by a driveway. (2) Corner lot setback. Corner lots shall comply with the provisions of § 240-41 of the Barnstable Zoning Ordinance. C. Site development standard. Single-family dwellings are encouraged to comply with the provisions of Article IX, § 240-103, Site development standards. Single-family dwellings are not required to comply with § 240-24.1.10 below, and they are not required to obtain site plan approval. Single-family dwellings shall comply with the following requirements: (1) Parking and signage. All development within the SF District shall comply with applicable parking and signage requirements contained in Article VI, §§ 240-48 I 240:58 05-15-Zoos l , § 240-24.1.5 ZONING § 240-24.1.6 through 240-58, and Article VII, §§ 240-59 through 240-89, inclusive, of the Barnstable Zoning Ordinance. (2) Lighting. Reflectors and shielding shall provide total cutoff of all light at the property lines of the parcel to be developed. nces. No fence shall exceed_a height of 6'1%2 feet(eight feet when abutting a nonresidential district)'unless a 3 ial_perm it is obtained'fromthe SPCA')' § 240-24.1.6. OM Office/Multifamily Residential District. [Added 7-14-2005 by Order No. 2005-1001 A. Permitted uses. The following principal and accessory uses are permitted in the OM District. Uses not expressly allowed are prohibited. (1) Permitted principal uses. (a) Business and professional offices. (b) Personal services establishments. (c) Repair services. (d) Publishing and printing establishments. (e) Packaging and delivery services. (f) Artist's lofts. (g) Restaurants. (h) Multifamily housing, including but not limited to townhouses, totaling not more than 12 dwelling units, or 24 bedrooms per acre. (i) Mixed-use development. 0) Office, dental or medical. [Added 3-18-2010 by Order No. 2010-069] (2) Permitted accessory uses. (a) Health clubs. (b) Retail uses directly related to a principal permitted use that does not exceed. 1,500 square feet. B. Special permits. (1) Permitted principal uses as follows; provided, however, that a special permit shall not be required when the applicant has obtained a development of regional impact ` approval, exemption or hardship exemption from the Cape Cod Commission. (a) Nonresidential development with a total floor area greater than 10,000 square feet; 240:59 05-01-2010' _ �r yet y� y -,_,d1 rs ��`��I .o�'t�yt' i e..�f �,••x, <.-M �W#a��P 1`r �, 4��!a r ;, AtStiF1R `w` �i.�'q?5,� kV-h, la5tt{� ;. fi y N ��°J 1�9►i.{% y �vry'�" �fjF :,e r i � 11 r,�tr,.• ,91Y t '9, ,��. � .r'��I�j�` .:aj c�' r�� F,�,..,T � Js��, f r :,;tea .t` �#,� ,t`q � frF s'p ! Y�' � rP i r �r�tb�+, 'q�r� �!. �:?'Topr• v.v`d-'ti, 'Yq 1,1, ..:d�r�r,•.:. 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(508) 862-4038 r ifi aOccupanc,y Ce t c tof 0 Application Number: 200705437 CO Number: 20110187 Parcel ID: 272208 CO Issue Date: 12120111 Location: 110 SCHOONER LANE Zoning Classification: RESIDENCE C-1 DISTRICT Proposed Use: ACCESSORY LAND WIIMPROVEMNTS Village: HYANNIS Gen Contractor: MORIN, JACQUES N. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed �Ila TOWN OF BARNSTABLE B 11ding ., Application Ref: 200705437 BARNSTASLE, Issue Date: 09/18/07 Permit ., 9 MASS. �Ar16 3319. a�� Applicant: MORIN,JACQUES N. Permit Number: B 20072269 Proposed Use: Expiration Date: 03/17/08 Location 110 SCHOONER LANE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 272208 Permit Fee$ 672.53 Contractor MORIN,JACQUES N. Village HYANNIS App Fee$ 100.00 License Num 057770 Est Construction Cost$ 164,032 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND 4rSINGLE'FAIvIILY-2 STORY,3.BEDRROM(1606.SQUARE FEET) THIS CARD MUST BE KEPT POSTED UNTIL FINAL LNANTUCKET II INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MORIN JACQUES N TRS BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: BAYBERRY PLACE REALTY TRUST INSPECTION HAS BEEN MADE. 300 BEARSES WAY HYANMS,MA 02601 Application Entered by: PR Building Permit Issued By: THIS-PERMIT CONVEYS NO RIGHT.TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY.OR PERMANENTLY ENCROACHEMENTS ON PUBLIC PROPERTY;NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS,., THE.ISSUANCE OE THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. i PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. I i PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set-,forth in MGL c�142A). 5 l3 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS -A ' fQ� 1 �y 1, V d L ` x 3 U H-O u 5� °_i L-�- 1 Heating Inspection Approvals Engineering Dept �/o�-' O �-;2� � - Fire Dept 2 �Jv� ,( �j,f' T Boarif of Health i SCHOONER LANE N12'43'16"E 108.67' N (O 21.2' CONCRETE a,I FOUNDATION N 1 TOP FNDN. v m 43.2' ELEV. = 67.4 N C :,A fTl Lot 25 N Area=10,000± Sq. Ft. Or 0.23f Acres N13.27'29"E 108.68' DCE #03-123 PLOT PLAN OF A DWELLING UNDER CONSTRUCTION PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 110 SCHOONER LANE HYANNIS, MA SCALE : 1" = 20' DATE : OCTOBER 22, 2009 REFERENCE : ASSESSOR'S MAP 272 PARCEL 2 PREPARED FOR: LOT 25 PB 610 PG 95&96 �,> Ei ILDING ��S HEREBY CERTIFY THAT THE STRUCTURE DANIEI SHOWN ON THIS PLAN IS LOCATED ON THE A. "'a o C3ANIEL. 3G GROUND AS SHOWN HEREON. pJALA u A; OJALA too fu 5M 3M--`g`M O� Z 0 9 Fs tQ 3 , o.409$0 rZ 9yQ CEO �\ down cape engineering,'inc. suRi" as CNIL ENGINEERS 'ZZ—CO) LAND SURVEYORS 939 Moin Street — YARMOUTHPORT, MASS. DATE REG. LAND SURVEYOR ± CP- . \ =z ul 03 TOWN OF BARNSTABLE a ■ �'IHE ti But a ag 201104231 BARNSTABLE, Issue Date: 08/16/11 Permit 9 MASS �ArFC 39. A Applicant: r MORIN,JACQUES N. Permit Number: B 20111703 Proposed Use: ACCESSORY LAND W/IMPROVEMNTS ExpirationD.ate: 02/13/12 Location 110 SCHOONER LANE Zoning District RC-1 Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 272208 Permit Fee$ 66.30 Contractor MORIN,JACQUES N. Village HYANNIS App Fee$ 50.00 License Num 57770 Est Construction Cost$ 13,000 . Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND I BUILD A 23.X 24 ATTACHED GARAGE THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MORIN,JACQUES N TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1597 FALMOUTH ROAD#4 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: PR Building Permit Issued By: THIS PERMIT CONVEYS:NO RIGHT TO OCCUPY ANY STREET;ALLEY OR-SIDEWALK OR ANY PART THEREOF,.EITHER TEMPORARILY OR PERMA- TLY. ENCROACHMENTS ON:PUBLIC PROPERTY,NO SPECIFICALLY PERMITfED:UNDER THE BUILDING CODE;MUST BE APPROVED:BY THE JURISDICTION: STREET:OR ALL EY;GR. DES.AS WELL AS DEPTH.AND.LOCATION OF PUBLIC'SEWERS.MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS: THE ISSUANCE OF THIS PERMIT:DOES NOT RELEASE THE APPLICANT FAOM.THE CONDITIONS:OF ANY APPLICABLE SUBDIVISION RESTRICTIONS: MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4. PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 ��` 1 1 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health f Daniel E Braman,PE 189 Harbor Point Road ' Cummaquid,MA 02637-0361 Phone(508)362-6016 August 23, 2011 Paul Roma Building Inspector Town of Barnstable, Hyannis, MA 02601 Project: 8611 110 Schooner Hyannis, MA After our site meeting this morning, with Jacques Morin and Joe Botello we further examined the nailing pattern and framing at the garage doors. I find that structurally the nailing is sound. The framing at the garage door is also structurally sound. I note that the dotted lines on the frame drawing that I already reviewed and stamped are vertical studs. It is my structural opinion that the gatage construction meets the requirements of the Massachusetts State Building Code. Daniel E. Braman, PE Ut �' �"�� TUR NOAM 4t ��st CID § � LL- ( 44 . g NOTE: NO TOP PLATES NEEDED 2X&'s g 16" O.G. 3/4" T/G SHEATHING % "`' tT E. 1 ' Uv W ER SNEPLEY� o - ___________________ 2-91/2" LYL's P 6 --,---------T- ------ S�!$ ' CASED GARAGE CLOSET CABINETS i OPENINGSTAIRS i 1 1 li 1 1 1 1 1 I „ , 1 11 1 1 11 11 1 3/4" T/C. SHEATHING 1 I ELEVATIO*N_ t LIVING PLAN-. ROOM 3'-10!/2° 11'-6" C6'-10" GARAGE _ ------ CLOSET ---------------------------- -- N CABINETS CASED OPENINGS CENTER BEARING WALL FLOOR— KITCHEN PLAN-. . IBAYIBERRY IBUILDING CO. 110 SCHOONER- LANE HYANNIS MA. � r t I f 1 Y Y was ,.. ; CC) " fY st , `pFtHE ip�� Town of Barnstable • BARNSTABLE.p` Regulatory Services 7 MASS. 0 1639. Building Division prEO MA'S A 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice � k Type of Inspection Location M At E7 Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: P Y w D N A 1 L .5 -ram b 64:=- P t=--A k- AMk-t N a rs 6 U c c- 0 w © ►Z-S O E N &-- 1 H ele2 L -r N 6— E 66--N f= o k r A4,4 ® f ST fZi4 �s r� 0 �M o T 5 q C— —M l Ff S t D 1�-:7 (4J G-1 H E Ek- LC— -rid- 7Z s-P C i F Y HA ILiH6- 7- � r v4- © �4 �. y � 2 G- P�Z-a4 � f- � N T s 1 Z c .0 t44 v S � r= ®rl� S i 12t►�P�°S I N S i 1� � G-� ��9 G� N 0 T7-k-e c.C L I e6--- Z--o ► PO 12Te (�J '�t--r E S K 6 � 5 PE c-`r Z Q E Please call: 5088--862-4038 for re-inspection. Inspected by Date r`�r7, ��z'�+f iJ .,g. �� y��: ' �''k' ,�'�4� c �}f,„:.�: �.r,�, 'crw � '� � f _ ss"ar.�= 4 ��s II r�l, ,`��,{y�,._ +• � y e jr XIT �.. „A, '.� � • �1�M,i�, t. �+.1C-� ..�i� „P ti 9 '1 .^s� m*ax �•Y. ." 'A _ ice^ M .:3 �'3 +•+r *' 4,.<: q• "� toF a �x r w # , �`,rR rr4► 4 A3y ``L to I 41 It-4 lit IN At J '�•' t,. 39►W�(.. n r '�_. >�3 � v iC1� r�s.a z yy��yy . w Schooner La '� s' /22/11 = ' :11 - - ' � . 1 H a °®R mane n n is � elf M , e�, 1eA-1 �... w--•.--mow _ , �� M ,�� ` '.!." .�1�`#R. .. � � �� .r !i3� f�' T`•� � � 1'�r�'•P'A'v 1, ,,Vlg� v� }, . . Hutto IV 7 ilk K c Y d +f ,*,W�''� .�•.wfi, - F T1�"}�,� �,d,� ;+. � r�� 3 � J w . � � � a �`" � .� � * _ r � . 1 -. e r :. �' S... ��.�a+. �`^�� :L.:..Jt r � ...._,+w•. �'.-i+11 Y .i '+a..:...t F;4''L.Si.:r."t-- �..i,_.. 4 .. � +r :�.t e'.,�.. ,,, .` ,� � , r a 4 6' s r ' , , r� ^� 'mow v x: 9 v + i r, r i ' e Y k�vn � rxF yw 3 40 e H �s 8/22/1 1 k Y �« ut� , O PSchooner' Hyan1nis 8/22/11 mW 17 40 _ : a �•.' - �" `5 � - � .... '� .ice .... .�. , a- r4 F T ' , r c u . r . t , x � M Y H ya n 8/22/11 ti " 1�E r key, 444fp � ^ • sin w u , t a 4 �Mv a ;A 3 �t S, � f Y }� hooner 8/22/11q - jo a PJ + s f- '''.c.. 6 r r - sy _ r r ^ a a. �� r y .». .. .: s 4 � n ; Y' 110 chooners Lane, Hyannis " y 8/22/11 lea 7, lZ r' qr°i f� Y t _ 2 — �• Cl } f h t • i 1 Sys' 4, 4 ( e 1 aY \ F is f Z93 t >! TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Maps Parcel a s' Application #00 ' Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee b6_o Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address ® r, Village Owner TAddress /�� r�� ° ► �®( d Telephone Permit Request ;1 f I l�� r Square feet: 1st floor: existing M6proposed 2nd floor: existing � proposed Total new z Zoning District Flood Plain ! Groundwater Overlay coo 60 Project Valuation Constru ion Type Lot Size 7 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family CY Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes a' o On Old King's Highway: ❑Yes Basement Type: 31ull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: - existing® new Total Room Count (not including baths): existing new 10 First Floor Room Count Heat Type and Fuel: �as ❑ Oil ❑ Electric ❑ Other Central Air: Zf Yes ❑ No . Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ® existing d/new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Au rization ❑ Appeal # Recorded ❑p a � ; � Commercial ❑Yes If V� ZE o yes, site plan review # �= Current Use �� . / Proposed Use APPLICANT INFORMATION a O (BUILDER OR HOMEOWNER) NO Name Copies //�d Telephone Number 520-,776— cZ96-3 Address6/J 7 /'-/ol- x License # C S Home Improvement Contractor# ` Worker's Compensation # ALL CONSTRUCTION DE RIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ' �'� DATE `oQ 77 I1 FOR OFFICIAL USE ONLY , APPLICATION# DATE ISSUED MAP/PARCEL N0. . ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION ti 1 I . FRAME ! ` INSULATION y FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING r �+ r DATE-CLOSED OUT, ' ASSOCIATION PLAN NO. '� The Comttionlpeafth ofMassacAusetts Department oflndustrialAccidenis Office of Investigations ' . 600 Washington Stfeet Boston,MA 02111' ivi- v.mass.gov/dia ' Workers* Compensation Insur,ince Affidavit:.Builders/Corpraetors/Electri.cians/Plumbers A licantbforMo tion .PIeasePrintLe ibl Name(Business/Drgmizatiour1odividual): City/State/Zip: � : ��/0/�P��. Ph ne,.#: S Are yo employer? Check the appropriate bog: • :Type of o]ect(required):• 4. l am a general contras for and] 6, New construction . 1; I am a employer with * have hired the sub-contractors employees (full"Nor part time). 7, Re'modeling 2:❑ I am a'sole proprietor or partner- listed on the'attached sheet ❑ ship and have no employees These sub-contractors have S, []Demolition mployees and have workers' • 'working for me in any capacity, e comp. . 9, []Btil7ding addition [No workers' comp,insurance co insurance.$ 10.❑Electrical repairs or additions requited-.] 5, [� We are a corporation and its , 3.[� r e u a homeowner doing all wotk ofgcers have exercised their ME]Plumbing repairs or additions ' myself,[No workers' comp. right of exemption per MGL 12,[]Roof repairs insurancb.required.]t A152,'§1(4), and we have no employees, [No workers' 13.❑ Other comp.insurance regvired.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy infonT ation. t riomeowoers,wha'subruit$ris affidavit indicating theyare doing all Work and Ern hire outside contractors mutt submit anew affidavit indicating such tContractors that check thisbox must attached an additi'anal sheet showing the name of the Sub-contractors and state whether ornottlrase entities have employees. rf the sub�ontractnrs hava employees,thayrrnist providh their Workers'comp.policy number, X atr an employer that Ls providing workers'compensation insurance for my employees. Below is-the policy and jab site' Information. <, Insurance Comp any NaYne: / . Policy#or Self-ins..Lic,#: _ � 1-01 ),0/� Expiration Date: Iola Site Address' `�l%/��>��- � City/Sta-tc/Zip:/2661 Attach a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date). Failure,to secure.coverage a8 required}order Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine ug to $1,500.00 and/or one-year imprisonment; as well as civil penalties in they form of a STOP WORK•ORDER and a fine of up to$250.00 a day against thr violafor.•Be advised that a copy of this-statement maybe forQvarded to the Office of' invasti.,gations'of the for insuraArn Coverage- Cri-fication, I do hereby certify nd r the pains•and penalties of perjury that the Information provided ahove is true and correct. Si c Date; store: Phone Official use only. Do not Write in this area, to he completed by city or town officlaL. City. or Town: ' YermitUcense#L Issuing Authority(circle one); 1.Board of Health 2.Buil ding Department 3, City/Town CIerk 4,Electrical Lisp ector S.Plumbing Inspector 6. Other t Phone#: Contact Person: __ Client#: 15089 2BAYBERRYBU ACORD,. CERTIFICATE OF LIABILITY INSURANCE 0DATE 2/14/2IDD/YYYY) 211412011 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Agency 973 lyannough Rd., PO Box 1990 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Associated Employers Insurance Bayberry Building Co.,Inc. INSURER B: and Jacques N. Morin INSURER C: 1597 Falmouth Road, Suite 4 INSURER D: Centerville, MA 02632 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. SR D POLICY EFFECTIVE POLICY EXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MMIDD DATE MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE T MISESO RENTED occurrence $ CLAIMS MADE OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO- AUTOMOBILE ' JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO - OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ i OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION AND WCC5004911012011 02/02111 02/02/12 X OR STATUS oTH- LIMITS I I ER EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $500,000 ANY PROPRIETORlPARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? - NO E.L.DISEASE-EA EMPLOYEE s500,000 If yes,describe under SPECIAL PROVISIONS below. E.L.DISEASE-POLICY LIMIT $500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions- -CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable. DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1 n DAYS WRITTEN Building Dept. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 200 Main Street IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Hyannis, MA 02601 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 of 2 #S77318/M77317 LS1 © ACORD CORPORATION 1988 } Construction Supervisor License License: CS 57770 Restricted 30 1 G a=m_s• .. SamKaw. a+ 3. JACQUES N NORINx 1597 FALM60TI 4 CENTERVIL.LE,JVIA`02632 r s Expiration: 2i16/2012 (,rla:tttitie#�qea Tm3 16331 f aFTHE r Town of Bat nstable Regulatory Services EARrrsreUM 4 Thomas F. Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us' Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section g if Using ABuilder as Owner of the subject property hereby authorize in /�� to act on my behalf, in all matte rs,relative to work authorized by this building permit application for. (.Address of Job) g of Owner. Da Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. n•PnP KXQ_n UrKITZV PIZ P LA I.QZ InIJ • G Town of Barnstable �oF THe racy �P o Regulatory Services y � • Thomas F. Geiler,Director • SARNSrAEM • - MA9S 039. a mp Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 ii".tovt'n.,barnstable.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 MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to- be, a one or two-family dwelling, attached'or detached structures accessory to such use and/or farm,structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the'building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned "homeowner'certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and 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 txcmption arc 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 cnsurc'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. SCHOONER LANE N12°43'16"E 108.67' N C4 Q, O STEP 20.7' O.H. HOUSE UNDER CONSTRUCTION ON U, rn CONCRETE Cf) "'- � FOUNDATION -4 TOP FNDN. 20.6' ELEV. = 67.4' N 41 Fr DECK Lot 25 00 N N Area=10,000f Sq. Ft. °o OrA. - 0.23f Acres N13°27'29"E 108.68' DCE #03-123 PLOT PLAN OF A DWELLING UNDER CONSTRUCTION PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 110 SCHOONER LANE HYANNIS, MA SCALE : 1 " = 20' DATE : OCTOBER 22, 2009 REVISED : JULY 27, 2011 (GARAGE AND DECK) REFERENCE A E IU MAP 2 2 PAR EL 20 PREPARED FOR: SS SSO S 7 C 8 LOT 25 PB 610 PG 95&96 BA YBE UILDING T44, I HEREBY CERTIFY THAT THE STRUCTURE H OF q F SHOWN ON THIS PLAN IS 'LOCATED ON THE 9c o yc • GROUND AS SHOWN .HEREON. DAN►EL o't A � ex oft 508-362-4541 " OJALA (m 50 362-9880 o No.40980 v I e � down cope engineering, inc. ' sk CIVIL ENGINEERS LAND SURVEYORS 939 Main Street — )IARMOUTHPORT, MASS. DATE REG.' LAND SURVEYOR R Message Page 1 of 2 Roma, Paul To: Jacques Morin, Bayberry Building Subject: RE: Site plans Hi, Correct to part one if you're doing 2 car garages; the permit has been issued for 110 and the inspection can happen when you let me know it's ready for inspection. Paul -----Original Message----- From: Jacques Morin, Bayberry Building [mai Ito:bayberrybuilding@comcast.net] Sent: Monday, August 15, 2011 3:19 PM To: Roma, Paul Subject: RE: Site plans So you will need separate garage plans as we did for Lot 25? Also, please let me know when Lot 25 permit and garage frame inspection would be available. Thank you. From: Roma, Paul [mailto:Paul.Roma@town.barnstable.ma.us] Sent: Monday, August 15, 2011 3:15 PM To: Jacques Morin, Bayberry Building Subject: RE: Site plans Hi Jacques, 110 schooner showed a garage only on the proposed site plan, not on the approved plan or on the as built. Both 100 and 39 show a one car garage on the approved plan, but neither has an as built submitted yet. Proposed site plans are exactly that-- proposed. The proposed site plan for all three lots shows a one car garage, but once again, 110 had no plan for a garage and no indication on the as built that a garage foundation was poured and therefore was not permitted until you submitted a new application. On the other sites, only a one car garage has been permitted. If a two car garage is intended on one or both sites, a permit compliant with the 8th Edition will be needed. Sincerely, Paul -----Original Message----- From: Jacques Morin, Bayberry Building [mailto:bayberrybuilding@comcast.net] Sent: Saturday, August 13, 2011 1:55 PM To: Roma, Paul Subject: Site plans Hi Paul, Since you asked me the other day I looked.into the file for the two remaining foundations. Lot 24 was noted in 2007 as a two car garage. I am not sure what the application said but it seems that there were a few homes that when we were getting in a bulk of ten applications may have not shown the two car in the application. I also found one for Lot 25, house # 110, the one we are working on and the site plan showed in 2007 a two car garage. I think it simply was not put into the file which could have or should have been updated at that point. So, not sure how we would proceed with Lot 24. Also, in the pdf file is a third site plan for Lot 11, the other foundation in the ground. That one was submitted as a one car. About a year after the house and garage foundation went in we extended the garage width by eight (8') feet. It will have one door. Perhaps an oversized one 8/16/2011 Messave Page 2 of 2 car? Anyway, I am happy to discuss with you proceeding on those before we go vertical with them. Just thought I would share this with you ahead. Thanks. Regards, Jacques Morin, Pres. Bayberry Building Company, Inca S 8/16/2011 Message Page 1 of 1 Roma, Paul To: Jacques Morin, Bayberry Building Subject: RE: Site plans Hi Jacques, 110 schooner showed a garage only on the proposed site plan, not on the approved plan or on the as built. Both 100 and 39 show a one car garage on the approved plan, but neither has an as built submitted yet. Proposed site plans are exactly that-- proposed. The proposed site plan for all three lots shows a one car garage, but once again, 110 had no plan for a garage and no indication on the as built that a garage foundation was poured and therefore was not permitted until you submitted a new application. On the other sites, only a one car garage has been permitted. If a two car garage is intended on one or both sites, a permit compliant with the 8th Edition will be needed. Sincerely, Paul -----Original Message----- From: Jacques Morin, Bayberry Building [mailto:bayberrybuilding@comcast.net] Sent: Saturday, August 13, 2011 1:55 PM To: Roma, Paul Subject: Site plans Hi Paul, Since you asked me the other day I looked into the file for the two remaining foundations. Lot 24 was noted in 2007 as a two car garage. I am not sure what the application said but it seems that there were a few homes that when we were getting in a bulk of ten applications may have not shown the two car in the application. I also found one for Lot 25, house # 110, the one we are working on and the site plan showed in 2007 a two car garage. I think it simply was not put into the file which could have or should have been updated at that point. So, not sure how we would proceed with Lot 24. Also, in the pdf file is a third site plan for Lot 11, the other foundation in the ground. That one was submitted as a one car. About a year after the house and garage foundation went in we extended the garage width by eight (8') feet. It will have one door. Perhaps an oversized one car? Anyway, I am happy to discuss with you proceeding on those before we go vertical with them. Just thought I would share this with you ahead. Thanks. Regards, Jacques Morin, Pres. Bayberry Building Company, Inc. 8/15/2011 Town of Barnstable BARNSTABLE. • Regulatory Services MASS. �O 1659. Building Division p�FO MA'S s 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location Ito -Cc 0i5k Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: / fit EE R. t Cam.._ k Please call:.. 508-862-4038 for re-inspection. Inspected by' v � Date ®Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamT1301 BC CALC®3.0 Design Report-US 3 spans No cantilevers 1 0/12 slope Thursday,August 04,2011 Build 517 " File Name: J Morin Lot 25 Schooner Job Name: Nantucket II Description:FB01 Address: Lot 25 Schooner Village Specifier: Joe Madera City,State,Zip:Hyannis, MA Designer: Customer: Bayberry Building Company Company: Shepley Wood Products, Inc. Code reports: ESR-1040 Misc: 2 3 1 04-02-00 11-02-00 07-00-00 BO,3-1/2" 61,3-1/2" B2,3-1/2" B3,3-1/2" LL 902 Ibs LL 4,039 Ibs LL 4,134 Ibs LL 1,296 Ibs DL 1 Ibs DL 2,321 Ibs DL 2,483 Ibs DL 541 Ibs UP 899 Ibs Total Horizontal Product Length=22-64-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 22-04-00 40 10 07-06-00 2 Unf. Lin.(plf) L 00-00-00 22-04-00 60 n/a 3 Unf.Area(psf) L 00-00-00 22-04-00 10 10 09-06-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 4,622 ft-Ibs 33.1% 100% 16 2-Internal Completeness and accuracy of input must Neg.Moment -5,893 ft-Ibs 42.2% 100% 20 3-Left be verified by anyone who would rely on End Shear -1,158 Ibs 18.3% 100% 16 1 -Left output as evidence of suitability for Cont. Shear 3,035 Ibs 48.0% 100% 18 2-Left particular application.Output here based Uplift 899 Ibs n/a 16 1 -Left on building and code-acceptedlysis design U p properties and analysis methods. Total Load Deft U837(0.16") 28.7% 16 2 Installation of BOISE engineered wood Live Load Defl. U1,247(0.107") 28.9% 16 2 products must be in accordance with Total Neg. Defl. U-2,817 -0.017" 8.5% 16 1 current Installation Guide and applicable ( ) building codes.To obtain Installation Guide Max Defl. 0.16" 16.0% 16 2 or ask questions,please call Span/Depth 14.1 n/a 2 (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJSTM, ALLJOBearing Supports Dim.(L x W) Value Support Member Material BOISE ST®,BC RIM S MPLE F BOARDTM'FRAMING , BOISE GLULAM SIMPLE FRAMING BO Post 3-1/2"x 3-1/2" 903 Ibs n/a 9.8%, Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM B1 Post 3-1/2"x 3-1/2" 6,360 Ibs n/a 69.2% Unspecified PLUS®,VERSA-RIM®, B2 Post 3-1/2"x 3-1/2" 6,617 Ibs n/a 72.0% Unspecified VERSA-STRAND®,VERSA-STUD®are B3 Post 3-1/2"x 3-1/2" 1,836 Ibs n/a 20.0% Unspecified trademarks . Boise Cascade Wood p Products L.L.C. Cautions Uplift of 899 Ibs found at span 1 -Left. Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. ®Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor BeamT1301 BC CALC®3.0 Design Report-US 3 spans No cantilevers 1 0/12 slope Thursday,August 04,2011 Build 517 File Name: J Morin Lot 25 Schooner Job Name: Nantucket II Description: FB01 Address: Lot 25 Schooner Village Specifier: Joe Madera City, State,Zip:Hyannis, MA Designer: Customer: Bayberry Building Company Company: Shepley Wood Products, Inc. Code reports: ESR-1040 Misc: Connection Diagram Disclosure �{b d Completeness and accuracy of input must L be verified by anyone who would rely on a output as evidence of suitability for • r• • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood • • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=5-1/2" (800)232-0788 before installation. b minimum=3" d= 12" BC CALC®,BC FRAMER®,AJSTM, Member has no side loads. ALLJOISTO,BC RIM BOARDTM,BCI®, Connectors are: 16d Common Nails BOISE GLULAMTM,SIMPLE FRAMING SYSTEMS,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. j J -0 O ; e OR . . S P`ppTHE Town of Barnstable pe nE, I BARN�STABLE. Regulatory Services MASS. a639•s�0�D Building Division TE MPS 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection �r �`"1 4 a U S t`. !S ai - �XC �- uD GAR -- Location I f S C-WrO ff Permit Number v Owner _ _- _ 0 124 N Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: Top n C. t-1 jy hf r--6 2s s S"v P f' k- --- NC Q F u'i *4- c o v Do v o Please call: 508-862-4038 for re-inspection. Inspected by `� C� ,5 r�1 p C1 t Date \. 1 M Ca W. 31 .M IA A Ariz v + 4 S Y M . t S',Poon yannis 8/ � 1 , L R a POW I"�� schoo:ner��Lane Hyannis 8/3/ f , 44A 7-7 P It -41 4 . w x . 4 ° F , i F k veil . 110 Schooner L ..r, HA; nnis' . i . 8/3/11 ��b MIN 6,0�' a. 1 � �. • X�sr� .... 1100 aid . v �;.:... •.fin.: �.. � f� :..-. � '�,, _ _ ` ' r � i � y Imo;----.^. p,�'-�1. ,• - s f y a � e v w 17 Wool—. �'a''r 1 .- wA it } •,�'Y� '! It. I^tt _ r , 1 ooner L n nnis s , el ` � lw, nt t4_ 4 Z •I r' i n , a x- e 15 l 4 1 .110 Scho` oner� ane, Hyannis 8/3/11IN ' fill' w � . t .r'i • x .rR' r.4 - � J.,ry� t� �7;'' � � �• _,,,+y Le) < r • 4 F ' r } v , y " _ .r q "doy ,'y _ VN EEE�� E'• r t 00 le CID ell' _ r P + � A � , s d H _ r• a>. w nt a ti ........... r ' r . ... ." .. -..w.a... ..... _ -..:_..-_ .-. ....-.....�,-...-..,r-•---..Y_..—rr...."r-'.�......-�•. �... �---..,-.---».-..-.�..-...... ., - - .. L w »fir 11 O Schooner Lan e, Hyannis 1 �. ..al �y J,l� V T So" �1` oo�n'er�Lae,;� aan�i-s�/ f r e 0 rY 110 Schooner yan npis, ��' � , 'P"r�_ a «�}r��:,� d• •., r� .M, � f '+ _ '#'yam •� 'fir ,r ./� r.f =,y LJ .Y" r -, " r s ev,..- c • 1 - • '- �• r�•�r�, �w . r;,,,t�'1 .r _ Ate, , r f� It N T --;r� u,� � "a.. ,'r "*:3v -c "'�'r« rr>^'r.s. A v,M ♦^pa,... � �`e�+r , '1'f, {� .ate`, L'•/r.�• ' �tiw �' ..�ap .. �t�^ "*`.'tw 4�Cr t�• � 4,�.� *S' .�. w r ..' .s [' �S- id" ',� . A � i �♦s T �� h i •tom � � 3�,v� ��, ! �� "� 'r - 5•a • y"' -c t - _ � r •i �"` fit- .`. �" .. �"-. - _ f, �+ ! k t ty �, ,vfGa! �'t� � � '•� .F �i 4rea^'i. r .i.'.�:.i : � ,<! - s ' F i O,^ y�` nif; .a .., r nf'' "H ii�" ,� � .� "r,,._.��^ ��'- ti�� "�` f w�,,,` '�z^'"""4' - ^+ -•-,�e�. a . w a a v w +• I^�.w-r�l•Fh'w"� , ...r 'a ..P � • � � 1..y +'� - 'e- � 4 � • " Ju �. . � � P i �r '��w-�. � .•..N»b t �i p y��tt t),. a �#-a,�,#,. d: t .y. • - ��• V 7 { j.rra� 'J/�,�^'_^. •r? JJ��``.' .�'; ,ya�, �pys ..w� ��„aw. �y,- � + r rr�`- .• t 'd i. — �'� v .. �`;ay,f. � f i i +�yr, .a s�',`,r� i,,,Gn3 �;X ;�G �^ y!��„_. `r �r „ w s � ' • x s3��r�,L'�° a.r"7, .r r,t ,�`M t a,.�iv�`wu �'�"S''•�•'�'tt�v, ? fi 147 '• 1 .. a` . w '�W {'° '1�..,�` ri, •}r. a}•• - r . 3' ,��„� wtt a a.:S ?e� n A" .r• .. 110 echo Lane, ;'H e T } x� Q/ .y K fi w .. �� - aY'� tea►' "". ,. ; ,�. .. -. �'f •�5l � bo ,� � "r"�. *rip' � 7�F�-� v>� 3" .R w r � y 11 r Milo Ah x s 3 - i k. l t, h _ - z -`: 001/ Y x� � 4a•*fin 'ly r • t ,� F e M �, 7e tJF ,. .r r � r. ��-!•, ,r�; ��„44j° 2+^�`r- � �1�� A , � d�j v9d;➢+'_ � .t 4/ r. , r �r x n �e Y. - :fR..'srob,r.�n � mMwifSer �.'vg'.Y"' '� w �M•� "i Schooner LaneH« 8/3/11., u r ry - �F�a.-" • . ,a.-.,..,, � ;. .�„,�.. ram... d � k,. , wq r r , s r � PERMIT PAYMENT RECEIPT TOWN OF BARNSTABLE BUILDING DEPARTMENT 200 MAIN STREET HYANNIS, MA 02601 DATE: 08/25/11 TIME: 14:32 ------------------TOTALS------- -- --- -- PERMIT $ PAID 100.00 -� AMT TENDERED: 100.00 AMT APPLIED: 100.00 CHANGE: .00''// APPLICATION NUMBER: 20 110 PAYMENT METH: CHECK PAYMENT REF: 1392 .. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map '� Parcel D Application#. 26 7 0 ✓M 37 Health Division Date Issued (� Z7 Conservation Divisions Application Fee Tax Collector Permit'Fee �'1 i Treasurer rg- Planning Dept. A '1 •5� Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address /'/ ,Q SQ,4 o o h le !- Village q y jyn-,l S Owner �''c v L S 0 iP ► Gc/ Address /.) ` �'f r`A i-k ,0 V TA I? P C-P �it Telephone w I Permit Request b u I-I 1 (:, S i �►� �� -� j-,-, iv- do c j -y a a ® qs e Square feet: 1 st floor:existing proposed 6.,? 2nd floor:existing proposed ?Total new 1 Co Zoning District PHI - AH P Flood Plain ��f� Groundwater Overlay Project Valuation !3 2 Construction Type 41 o o D Lot Size /o o-my Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family UII Two Family ❑ Multi-Family(#units) Age of Existing Structure lie k.,) Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑ No Basement Type: ©'Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) !0 r7 Y Number of Baths: Full:existing new Z. Half:existing new � Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: 616as ❑Oil ❑Electric ❑Other i t Central Air: W"res ❑No Fireplaces: Existing New Existing wood/coal stove: ❑cYes -!J0 No Detached garage:0 existing ❑new size.Pool:❑existing ❑new size Barn:❑existing ❑ne`u size> Attached garage:❑existing i�T_ g g g g ew size zZShed:❑existin ❑new size Other: �-,I .; Zoning Board of Appeals Author' ation ❑ Appeal# _ Recorded❑ Commercial ❑Yes 2<o If yes, site plan review# Current Use i/ A c 21 w 7' Proposed Use BUILDER INFORMATION Name e Qu L S Al /cal dt/ Telephone Number Address / �� !Ca � .o�f-� !l License# D S— 7 199 0 0 -e v f/0 /'`)A. D .2-6 3 Z. Home Improvement Contractor# Worker's Compensation# S� q Q//d /Z 0 0 7 I� ALL.CONSTRUC 10 DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE z DATE ot-T O I FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED - MAP/PARCEL NO. , ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE u ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 7 GAS: ROUGH FINAL . FINAL BUILDING J DATE CLOSED OUT ASSOCIATION PLAN NO. Cf The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/ilia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly, Name (Business/Organization/Individual): Address: City/State/Zip: .�`4&,L_ ke_ J lC— 6 Phone #: .36 s Aree u an employer? Check the appropriate box: Type of project(required): 1.LJ 1 am a.employer with c;� 4. ❑ I am a general contractor and I 6. [ New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. + Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their ME] Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 l.❑ 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' 13.❑ Other comp. insurance required.] *Any applicant that checks box 41 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. Contractors 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 prov' ;ng workers'compensation insurance for my employees. Below is the policy and job site information. --- — / Insurance Company Natne: Policy#or Self-ins.Lie. #: -QP f' Expiration Date: Job Site Address: � )('.. ��-y'i �. -�. City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOPVORK ORDER and a fine of up to$250.00 y against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations o the IA for insurance coverage verification. I do hereby certi tin e.r.the pains and pens 'e perjury that the information provider[above is true and correct. i a Si nature: Date: Phone#: l 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#: uei27i2uu7 11:28 FAX 508 771 2116 Jacques Morin OFFICE TRAILER 0 005 WINDS MYOa!Eno tsj FM Permit Nwmber 1VIECcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release la Checked By/Date TITLE:BAYBERRY BLDRS. CITY:Barnstable STATE:Massachusetts IHDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached FTEA'11NG SYSTEM TYPE:Other(Non-Electric Resistance) DATE: 11/20/06 DATE OF PLANS: 11/20/06 PROMCT-INFORMATION: NANTUMET 11 - COMPANY INFORMATION: MAP INS.CO COMPLIANCE:Passes Maximum UA=354 Your Home=281 20.6%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter -V Iue R-Value 11-F,4ctor UA Ceiling 1:Flat Ceiling or Scissor Truss 990 30.0 0.0 35 Wall 1:Wood Frame, 16"o.c. 1940 13.0 0.0 148 Window 1: Wood Frame,Double Pane 134 0.340 46 Floor 1:All-Wood Joist/;l'russ,Over Unconditioned Space 1100 19.0 0.0 52 Furnace 1:Poreed Hot Air,85 AFUE COMPLIANCE STATEMENT: The proposed building design described hen:is consistent with the building plans, specifications,and other calculations submitted with.the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.2 Release 1 a. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than I25%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer _ Date Page 34 I Va/c r i zuu 1 it:za rAa 5u6 771 2116 Jacques Morin ► OFFICE TRAILER 16006 t Iwjw:. MY03I F.tCM AW PM MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.2 Release la DATE: 11/20/06 TITLE-:BAYBERRY BLDRS, Bldg. Dept, Use J I Ceilings: ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: �^ Above-Crude Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R43.0 cavity insulation Comments: Windows: [ j I 1. Window l:Wood Frame,Double Pane,U-factor:0.340 For wiudows without labeled U-factors,describe features: #Panes Frame Type Thermal Break!( ] Yes [ j No Comments: I Floors: ] I 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R 19.0 cavity insulation Comments: i Heating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Ilot Air,85 AFUE or higher Malce and Model Number Air Leakage: ( 1 I Joints,penetrations,and all other such openings in the building envelope that are sow'ces of air leakage wust be sealed. [ ] I When installed in the building envelope,recessed lighting fixtures I shall meet one of the foliowiug mquirenients: I l. Type 1C rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and scaled or gasketed to prevent air leakage into the unconditioned space. 2. Type 1C rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity. The lighting fixture J shall have been tested at 75 PA or 1.57 lbs/tt2 pressure difference and shall be labeled. 1 Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. i I Materials Identification: [ ] I Materials and equipment must be identified so that compliance can be determined. [ j ( Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. Insulation R-values,glazing U-values,and beating equipment efficiency must be clearly marked on, the building plans or specifications. I Pace 33 uoicrizuur tt:za rAx M 771 2110 Jacques Morin OFFICE TRAILER 1J007 t t n7toc taros/Wo IV PM, Duct Insulation: j , I Ducts shall be insulated per Table J4.4.7.1. I Duct Construction: [ ] All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing rape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch Duct tape is not permitted. [ ) I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I Keating and Cooling Equipment Sizing: [ ] I Rated output capacity of the beating/cooling system is not greater than 125%of the design load as j specified in Sections 780CMR 1310 and 34.4. I Circulating Hot Water Systems: [ ] j Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ( ] I Ali heated swi uming pools must have an on/off heater switch and require a cover unless over 20p, of the heating energy is from non-depletable sources. Pool pumps require a time clock. I I Heating and Cooling Piping Insulation: [ ) I HVAC piping conveying fluids above t 201 or chilled fluids below 55°F must be insulated to the levels in Table 2. I Pape 32 vvff-'1rvv1 ii:ca raA ova 771 2111J Jacques Morin OFFICE TRAILER 9 008 _t {. 1f717iDG MYOBI Eacd 1:52 PM Table 1: Minimum Insulation Thickness fur Ciretelating Hot Water Pyues Insulation Thickness in Inches by Pipe Sizes Heated Water Noel-Circulating Runouts Circulating Wound Runouts Temoerature(F) Uo to 1" t 1.2 " 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 TaNe 2: MAhnum Insulation Thickness for HVAC Pipes. Fluid Temp. insulation Thickness in 1'ncltes by Pipe Sizes Aioine vstem Tv - Range(F) 2"Runouts 1."and Less 1.2 "to 2" 2.551',L41,, Henting Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Stcam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 l.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) f I Page 31 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE 14,!26 square feet x$96/sq.foot x.0041= 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) 34 square feet x$32/sq.ft._ &'� x.0041 ACCESSORY STRUCTURE>12o 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) ` Projcost. Permit Fee Rev:o63ooa Affidavit of Substantial Financial Interest of /�9 7 �.c��,�� on oath depose and state as follows:. 1, 1 am an applicant for a building permit for the property located at Map______, Parcel . The address of the property is 2. l .have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is z , the following individuals or entities have had a 1% or greater legal or eq ita a interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is �' a-2 0 , I have had a 1% or greater legal or equitable interest in the following pro pe ies which have been the subject of a building,permit application: a©s�-�/� el- 7 Map/Parcel - -#� l z4 a Address 2 a oq 5. W ithm this calendar year, I have submitted building.permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted =building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted building permit applications for property in which i have a 1% legal or equitable interest. g. Within this month, I have received building permits for property in which I have - a 1% legal or equitable interest. A eeezolr'h Signed under the pains.and penalties of p rj this day of 200, 2001-0050/affin 1 U/LOTTERY/AFFIDAVIT BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 057770 Birthdate: 02/16/1958 Expires: 02/16/2008 Tr.no: 18658 Restricted: 1 G JACQUES N MORIN 1597 FALMOUTH RD#4 / CENTERVILLE, MA 02632 Commissioner , Roma, Paul From: Perry, TomSent: Friday,Friday, March 23, 2007 11:20 AM To: 'Jacques Morin' Cc: Roma, Paul; LeBoeuf, John; Mckechnie, Robert; Lauzon, Jeffrey; Barrows, Debi; Shea, Sally Subject: RE: sheds According to the PIAAD an accessory structure that doesn't require a BUILDING PERMIT doesn't have to meet setbacks.However 780 CMR in chapter 1 and chapter 36 apply to structures less than 3 feet to the property Iine.There is no language of whether or not there is a Building Permit involved. 3603.3.1 provides that exterior walls less than 3 feet to the property line MUST be protected from BOTH sides with 1 hour fire resistive construction.So you will probably want to think about how close to the line you want to get.We would prefer that these are located at least 5 feet to the line. -----Original Message---- From: Jacques Morin [mailto:bayberrybuiiding@comcast.net] Sent: Friday, March 23, 2007 10:39 AM To: Perry,Tom Subject: sheds Greetings, Thanks for not seeing me this morning. Just kidding...between all the confessionals and the questions I know your busy. I'm glad you reviewed the background on the shed item within the PHI-AHD. Your secretary gave me the feedback that the sheds can go anywhere on the lot. Do we need to qualify the size or can we do a 12 x 16 under the same area or is that qualification limited to anything over 120 s.f. Would appreciate hearing from you on this so we don't screw up and have to go to the confessional. Thanks. .Jacques N. Morin, Pres. , Bayberry Building Company, Inc. r 'MN.LOT AREA MIN.LOT MIN.LOT ummy um YARD MAXIMUM SQ.FT. FRONTAGE IN WIDTH SETBACKS IN FT.(1) BLDG. FT. IN FT. HEIGHT IN FT. FRONT SIDE REAR 10,000 56;20*for a lot 65(l). •15t31. 10(41 20(') 30• an the radius of a cul de sac Or.two and one-half(2-1/2)stories whichever is lesser. . Cl)The Planning Board may grant a waiver to the Lot Width requimment to individual lots located on the radius of a cal-de-sac provided that the grant of the waiver will result ina proper aligri rent of the home to the street. (2)Accessory Structures that requires a building permit shall be required to conform to all setback requirements. (3)Accessory garages,whether-attached or detached,shall require a minimum front yard setback of twenty(20)feet (4)The Planning Board may require a planted buffer area within any required rear or side yard setback area. F Parking. A minimum of two 2 ( ).on-site pfirkin g spaces per dwelling unit shall be provided. A one car garage shall count as one parldng space. A two car garage shall count as two parking spaces. G) Phasing; The applicant, as part of the application for subdivision approval,may propose'a phasing plan identifying the number of building permits requested to be issued in each year of the phasing plan. The Planning Board, upon a finding of good cause, may vary the provisions of Section 4.9 (5) (a)-(b) and.(6)(b)(i)_ (iii)herein and allow for the allocation to the applicant of the number of building permits proposed in the phasing plan or any different number that the j Planning Board deems appropriate,provided thpt at the time of the granting of, the special permit, that the determined number of building permits are available and that no more than r/a of each year's allocation under Section-4.9 (5)(a) and (b) shall be allocated to the applicant. Every permit allocated to the applicant by the Planning Board shall be included as part of the yearly building permit allocations under S ectiori 4.9 (5)(a)-(b). There shall be no extension of a Building Perinit granted under aphasing plan and any unused and/or expired• permits shall be credited back as part of the adjustments under Section 4.9 (5) (d) for the next calendar year. H)..Visifability: The Planning Board may require that some or all of the dwelling units provide access for visitprs'in accordance with the recommendations of the Barnstable Housing Committee. 5. Affordable Units. At least 20% of the dwelling units shall be Affordable Units, subj ect to the following conditions: i A) The Affordable Unit shall be affordable in perpetuity. A Deed Rider shall assure this condition. .The Deed Rider shall be structured to survive any and all foreclosures. linru-1 1 dVilla amnevelonrev1 1 1804final i I� ASSESSOR'S MAP 272 PARCEL 208 NOT ALL SYMBOLS LEGEND ARE UTILIZED. ZONING SUMMARY O SEWER MANHOLE ZONING DISTRICT: RC-1 FIRE HYDRANT MIN. LOT SIZE 43,560 S.F. MIN, LOT FRONTAGE 125' �Oo WATER GATE VALVE MIN. LOT WIDTH, - C C C C L O CATCH BASIN MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' SqH(J, EE: A r551— PROPOSED CONTOUR MIN. REAR SETBACK 15' S S 4 L J --0- SIGN ZONING DISTRICT: PI - AHD 66 TH1 MIN. LOT SIZE 10,000 S.F. TEST HOLE MIN. LOT FRONTAGE 50' (20' CUL DE SAC) W rw v MIN. LOT WIDTH 65' 08.67' CLEANOUT MIN. FRONT SETBACK 1.5' \ / MIN. SIDE SETBACK 10' c� 6 6 EXISTING coNrouR MIN. REAR SETBACK 20' w FT� 0 d 66.5 PROPOSED SPOT GRADE SITE IS LOCATED WITHIN THE GROUNDWATER PROTECTION OVERLAY & AP INV. APPROX. TREE LINE DISTRICT _ ^ 67.2 61 .7t t 24.5' + 50.12 EXIST. SPOT GRADE FLOOD ZONE: C � Lv 1 `^ (FEMA FIRM PANEL# 250001 0005C) 9-19-85 Q Z a�ar�� LION ; PROPOSED LEACHING PIT J �I 6'X14' EFF. DIA. PITS REFERENCE: Q PROP. HOUS N J :;=;___ ,:` PB 610 PG 95&96 CD 1OP FND 67.7 S N N SEWER LINE RESIDENTIAL SITE PLAN m m W WATER LINE DECK 32.. • (� GAS LINE �7 PREPARED FOR: E U.G. ELECTRIC It 25 N � ANTIQUE STYE POST LIGHT BAYBERRY BUILDING 4 rea=10,000f Sq. Ft LOCATION : LOT 25 #110 SCHOONER LANE _ Or SCALE 1 " = 20' DATE : 8-28-07 N13°27'29"E 0.23f Acres 108.68' �ZHOFk4'ys' SHEET 1 OF 2 � �jNOF4'f4S. moo? DANIEL CyGN off 508-362-4541 DANIELA. yGN A fax 508 362-9880 o OJALA OJALA CIVIL N •o No.40980 down en co e ineerin , inc. - 502 �'o v P 9 9 SCcI@' ZO' � 0 sTE D SURVE!9N �URVE� Cll/lL ENGINEERS �rr0� LANYORS 'Ip= A. OJALA P.L.S. E. DATE 939 Main Street — YARMOUTHPORT, MASS. 0 10. 20 30 40 50 FEET JOB 03-123 03-123 PROF.DWG DAO 4 li GENERAL NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS PLASTIC COVER APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING THREADED CAP TO LAWN/MULCH CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE r TO GRADE GRADE IN MULCH (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR ISLAND AT EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. HOUSE TYP. FINSHED GROUND SURFACE 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS w AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD w SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 6" TO 4" REDUCER ~ ALL SEWER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5, o BARNSTABLE HEALTH REGULATIONS, AND z BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS. 8"X6" WYE INTO MAIN 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S. DATA o r<i 4. CONTRACTOR TO VERIFY ELEVATIONS OF VACUUM STUBS IN FIELD PRIOR TO ANY OTHER SEWER WORK 6" SDR35 ELBOW 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 RATED UNLESS NOTED. 6. GAS SERVICE PROPOSED. LINES TO RUN AS SHOWN OR AS DIRECTED BY KEYSPAN. LINES ARE APPROXIMATE AS SHOWN. 7. ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON SITE. 6"SDR35 PVC 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABILIZE WITH WOOD CHIPS. 8" MAIN AT 2% TO STUB 9. SEWER PIPING SEE TRENCH AT LOT LINE (TYP.)8"0SDR35 MAIN SET AT 0.005 FT/FT WITH 8X6 WYES AND 6" STUBS AT 2% TO 4"SCH40 PVC AT 2% MIN. LOT LINES WITH 6" TO 4" REDUCERS AND 4" SCH40 PVC BLDG CONNECTIONS AT 2% WITH CLEANOUTS DETAIL FROM LOT LINE TO HOUSE 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY ENGINEERING WITH NO OUTSIDE DEPT. AND OWNERS ENGINEER. AS-BUILT DRAWINGS INCLUDING ALL INVERT & RIM ELEV.'S REQ. FOUNDAATIOTION W WALL (TYP.) SEE CLEANOUT DETAIL (24 HOURS NOTICE FOR INSPECTIONBY ENGINEERS OR TOWN OF BARNSTABLE) SEWER SERVICE LINES 11. COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. 12. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING, INC. SOME OFF SITE DATA FROM TOWN G.I.S. AND SHOWN FOR REFERENCE ONLY. NOT TO SCALE: 13. TOWN APPROVED WATER INSTALLER FOR WATER REQUIRED. SEE DEPT. SPECS. 14. TOWN OF BARNSTABLE APPROVED SEWER INSTALLER FOR SEWER INSTALLATION REQUIRED. 15. SIX INCHES OF STONE BEDDING REQUIRED UNDER ALL PIPING AND ALL MANHOLES. 16. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 17. FINISH GRADE SHALL PITCH AWAY FROM HOUSE AT ALL POINTS. i RESIDENTIAL SITE PLAN 18. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, SEWER PIPES SHALL BE CONSTRUCTED OF CLASS 150 PRESSURE PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. SEWER LINES SHOULD BE 36" (18"MIN.) BELOW WATER SUPPLY LINES, BUT IF IT IS NECESSARY TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER LINE SHALL BE ENCASED IN A LARGER DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES PREPARED FOR: OF THE CROSSING. (REF. BARN. SEWER REGS, TITLE 5, AND TR-16) SEE PAVEMENT SECTION BAYBERRY BUILDING LeBARON CAST IRON LA0910. H-20 RATED FEMALE ADAPTOR & 4" THREADED PLUG VALVE BOX TO SLEEVE TO ALLOW MOVEMENT LOCATION : GRADE AT EA. END. ? POURED CONCRETE DONUT LOT 24 #100 SCHOONER LANE 1.5 CU.FT.t DATE : 8-28-07 � �\tH OFSS40 SHEET 2 OF 2_ 4.0"OSCH40 PVC z DANIELA. yG� ALA `" off 508-362-4541 OJ 880 U CIVIL N fax 508 362-980. 4"PVC AT 2% MIN. SERVICES a No:46502 � �a � GISTS��Oa down cope engineering, Inc. C L E A N O U T DETAIL C EN < n cl VIL ENGINEERS f Q-.7 LAND SURVEYORS H-20 FOR USE IN PAVED AREAS DANIEL A. OJALA P.L.S. .E. DATE 939 Main Street — YARMOUTHPORT, MASS. UTILIZE PLASTIC COVER IN LAWN AREAS JOB # 03-123 03-123 PROF.DWG DAO ... .......................................................... .................................... ................ ..... .; . 6 4 4' =OUYm-COKC.SLAE' J/ 18 COI.CC:ETE WALL F'f CDF'Jr.C61 4°° "A CGh•Wi.C'EG CSRANULAr. Yy. nC5i1X3 ' � 2Y6 CEt ✓X's2 GCVC.FTG. V a .............. .......... I ao ............. . . GARAGE FOOTING DETAILS 9" CONCRETE WALL c�;lxrG ... gip. ..� ❑❑e,xl ❑❑"yl SMOKE DETE AT FOUNDATION PLAN FRONT ELEV ION BA NSTABLE BUILDING DEPT. DATE CARBON MONOXIDE ALARMS MUSTDE-'}"STALLED PER FIRE DEPARTMENT DATE MASSACHUSETTS BUILDING CODE BOTH SIGNATURES ARE RFOUIRED FOR PERMITTING s_p 15 L .G.L'Fml ddLL I t 214-IJ2El43 5 �iY 24-er,4284T v WALL3 E CE 8. - h `.i4i4GE Q- 5P1-ELT Ye00=1NG _ra E2AL UF'LIF- :p y Il EDL-._'NV 4"TFI.^.K.•..... m l• N T'iE'EL i_^.dM 4 5'Y3'Y•i4'FL_r_.tuF-aFF: �C�NC�SI�`AE w Q o 2X&F'T F'-ATE 61JEGP '°$ Y` 3 LL a p a IYIiX4O 6TEEL BE/`•i II !�' t� (r W 0 dV m. /�'•a l�4 P- T T .II - �' a a' .a k'e k'a k'o k' • 'e Cro'- d'a k•a k•a d•a G a e a a e °a FvJJ76.T1ON WALL ° -+- .9Lu I •° y •� :.SMUG-=5 m . ka Pk'a d e da dm --- P .•_Iz'cF'�r�JG ° ° .a ° .Q ° s ° � ° � "'Q Q .� }' ;� n , a. Ta - 44 d'° Y ' t'"6 d A ° d `e'-P :ea,d :+,e d� a e a � a °.0.A�6• (�(�} . •m e° a °o a .° �. .e..',e •°a a e _, ., -rI P. 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A5=HALT SHIhC_£5 _ 1!2' '5r:ZF-4A_T F'.4='Ek I. 45FFALT SHVGLES - G c:s G.J.e S C.C. _• -_ t; � ' .e—�XIC'S 5 '5 iJ-C• —r - - - Te38chSLL. ® III II •��\\ --- _ - X3..T<-lFT'-'ING WALLECAFC Ui"JALL£'04GG lul N Iw1 lu' 4-I4 C,C, TV M!S£LTeOCiM E F13 'JSJLATIC,N ;� ^_X12 r'Ic r 112",:SE S-fEkT-UVG Vz"TiG 059 -Y'✓EK WRAP OR EGUA_ hAILEJ a,-_LEG. A LL N W f.30 1145UL. L .� X5 6TC'AFFIVG � ,�„ .:..:...::.::::.. . .::. _::-...... - - Caf':Fc4Ca= WA__60AcL' 2Y4's a 1&"G.G. Ll CCVC.LILLE.. GING4" :.:.:___-- Y ROOF FRAMING PLAN �Tv�1��E_�5�NC.A-B CH 1I I' 1-,. _LEG Fe r I451G£. SkEAR WALL FOR RICaNT GROSS SECTION DETAILS AND REAR ELEVATIONS 5JILGER JOE.4L'GT<E58 - GESIGN ? �.�J (� G®tE 1•eSVIo IJN 7r'::u,N 6"" Y�3£ eLLE BAYBERRY ]BUILDING CO. 110 5CWCONER LANE fi�i20f'06Ep TWO (-!J� ��o6�j�t�(I � �iOL��o 08-D4-11 * JIB <��F� '!4.1'-v ��••`�jg�`g HYANNIrJ' MA. 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AWG GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE /r/n/ /t/n/ ///j //// /////� J{�� WIND MASSACHUSETTS CHECKLIST FOR COMPLIANCE(180 GMR 5301.2.I.1) ® C44EC Elip{) EXPOS/( J R ZONE I,I SCOPE (((/// (((///(/ (� (/ (��—� UL%!/(((fff �w( WIND SPEED(34iEC.GUST).................._..___....._._..........._.__.._......_.__..__......._....IIO MPH - WINDEXPOSURE CATEGORY------------------------------------------------------........___...............B 1.2 APPLICABILITY NUMBER OF STORIES!A ROOF WHICH IXCEED9 B M Q SLOPE SHALL BE CONSIDERED 4 9TORYJ JOINT DESCRIPTION COMMON NAIL SPACING .STORIES<2 STORIES �OM� NUMBER OF ROOFPITCH._.......................................(FIG 2) ......................................2/12._(Q,Q_>L \\ NAILS BOX NAILS MEAN ROOF HEIGHT._________________ (FIG 2) ._ _1L FT<33'�L ROOF FRAMING BUILDING WIDTH,W...................................(FRG 3)......................................ZL FT<so'...iL TYP.FIELD NAL SPACING y BUILDNG LENGTH,L---------------------------------(FIG 3).--__.--.-..-_-_-_-_._---_------------Z�FT<80'�_ ad COMMON•6"O.G. - BLOCKING TO RAFTERS ROE-NALBJ/ 7.9tl 1-Ipd EACH END BUILDING ASPECT RATIO[LAU)................. (FIG 4)............. ..1.QL2_<3U_�L - \ : RIM BOARD TO RAFTER(ENDH441LED) bl6tl }IGd EACH END NOMINALHEIGHT OF TALLEST OPE NG2................(FIG 4).............._._.._.............._..1 <6'S" TYP.1/16'WOOD ,•• •l.' : WALL FRAMING 1.3 FRAMING CONNECTIONS STRUCTURAL PA TOP PLATE AT INTERSECTIONS MACEA.ALED) 416d 646d AT JONrs \\ GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.... (TABLE 21............................................. _eL- • STUD TO STI1D(FACE-NAILED) awd u•O.G. . : HEADER TO HEADER(FACE•NAILD7) - 16d *d °O.C.ALONG EDGES e ^ 2•I FOUNDATION �' " i,��;•� FLOOR FRAMING FOUNDATION WALLS MEETING REQUIREMENTS OF 100 CMR 3....1 .\ .. CONCRETE...................... �L •, '••• '••• •••••,•','••',:� JOIST TO BILL,TOP PLATE OR GIRDER(TOE-HALED) 4.Bd MIOd PER JOIST ,. .................................................•___..__......_......_. ...a CONCRETE MASONRY.-....................................................................0------------- _1L TYP.EDGE MAIL SPACI ••i••i••a•, •_•i BLOCKING TO JOIST ITOF-NAILSDI ]mod }pd EACH END (Bd COMMON•6"O.C.) BLOCKING TO BILL OR TOP PLATE(TOE-NALED) S_Wd 4•IBd EACH BLOCK 2.2.ANCHORAGE TO FOUNDATIOND •••.• LEDJOISGER STRIP TO BEAM OR GROW(FACE-NAILED) }t$d d-16d EACH JOIST 5/8"ANCHOR BOLTS IMBEDDED OR S/8'PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY ' \\ \ \\ \ •',• BAND�IStLEDGER TO BEAM ROE-HALED) 3-0el }pd PER JOIST BOLT SPAGINr RAFTER CONNECTIONS T(END•N41LID 3ftl 4-IGd PER JOIST .........................(TABLE 41.__..___.__________________________ _..�-IN. - � '•,TYP.H2.5 TIffi BAND JOIST TO BILL OR TOP PLATE(TOE-NALEDJ 2-16d 3.16d PER JOIST BOLT SPACING FROM END/JOINT-- PLATE.........(FICA 5).................................. .J71 IN<.>I'�C� LOADBEARING •�.• ROOF SHEATHING BOLT EMBEDMEI4TtONCRETE.____________________(FIG 51....................................��IN.)T'fir_ BOLT EMBEDMENT-•IABONRY.............. STUD WEIGHT J ° .> WOOD STRUCTURAL PANELS ......_.(FIG 5)....................................�IN>B".�L `. PLATE WASHER...................................(FIG El......................................>3'X3'XI/4' I/ UPLIFT ..• '.. MAX.WALL - LOADBEARING RAFTERS OR TRUSSES SPACED UP TO 16'O.C. Bd KM 6'EDGE/6'FIELD 3.1 FLOORS HEIGHT 20' r STUD WEIGHT GABLE OR TRU66M SPACED OVER 6'O.C. ad rod 4'EDGE/4°FIELD •. •. •. GABLE GABLEL RAKE OR RAKE TRUE$ Btl IOd 6•EDGE/6•FIELD FLOOR FRAMING MEMBER SPANS CHECKED............(PER TBO CMR 55.00J---------------------------------- �L a •. i..:•. WUTl1 NO GABLE OVBRI(ANG MAXIMUM FLOOR OPENING DIMENSION------_ /a a .______._..(FIG 6)._____________________________________J.•�FT<Q'�iL- ,. ••.••.••.. .,• MAX.WALL GABLE ENDWALL RAKE OR RAKE TRUSS Ad IOd 6•EDGE/6'FIELD FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2'fROM EXTERIOR WALL(FIG 6)............................. �_]L i,;i•.i i HEIGHT IO' W/STRUCTURAL OUTLOOKERS MAXIMUM FLOOR JOIST SETBACKS GABLE ENDWALL RAKE OR RAKE TRUSS SolIOd 4"EDGE/4'FELD SUPPORTING LOADBEARNG WALLS OR SHEARWALL.(FIG V--------------------------------------0-FT(tl.._.>L� '•- • '•- " W/LOOKOUT BLOCKS i.,i.,> .•.. MAXIMUM CANTILEVERED BOOR JOIST • • - : LING SWEATNI G G SUPPORTING LOADBEARING.ENDWRNG WALLS OR SHEARWALL.(FIG 8)_____________________________________S2-FT<d�_ .i• .; .; GYPSUM WALLBOARD 5d COOLERS 1'EDGE/10'FIELD FLOOR BRACING AT ENDWALLB.......................(FIG 9) �� a > • •> FLOOR SHEATHING TYPE..............................(PER 150 CMR 55.00)............................. �l(� -'• -•• •• •• WALL SHEATHING FLOOR SHEATHING THICKNESS--------------------•-_..(P9R ISO CMR 55,00)-------------------------- IN.�L •i ••- _________________� . WOOD STRUCTURAL PANELS ' FLOOR BHEAtNNG FASTENING........................(TABLE 2)__a__0 NALB At 6 IN EDGE/_jZ_jN FIELD�L •• •• '• •'•• `• STUDS SPACED UP TO 24'O.G Bd 4?d b'BX°E/Q'FIELD 4.1 WALLS VY Am 23 32^�a.F.BERBOARD PANELS Bd 3'EDGE/6•FELD WALL HE V2'GYPSUM IUALLBOARD 5d COOLERS 1'EDGE/10'FIELD LOADBEARING WALLS.............................(FIG 10 AND TABLE 5). .................._..-a FT<to' 00071 FLOOR SHEATHING NON-LOADBEARING WALLS------------------------(FIG 10 AND TABLE 5)----------------------- a FT(m:�L LATERAL •... WOOD STRUCTURAL PANELS • • ••.:.> �.�> WALL STUD SPACING.................................(FIG 10 AND TABLE 5)....................1G.-IN<24'O.C. 1'OR LESS Bel hOd 6°EDGE/Q'FIELD .. .• WALL STORY OFFSETS-------------------------------(FIG 1 R 8).....................................Q-FT<d GREATER THAN I• IOd lod 6°EDGE/6'FIELD 4.2 EXTERIOR WALLS' • TYP.HORIZONTAL DOUBLE WALL STUDS •....�..,'• ,._]L .'•• LOADBEARING WALLS-----------------------------(TABLE 5)............................2X.4$FT�IN SHEAR • • •• NAIL EDGE(STAGGERED NAIL GENERAL NAILING SCI-4EDU..L PATTERN Bd COMMONS OZ. NON•LOAOBEARIWO WALLS.........................(TABLE 5)............................2X A -_AL.FT_9L1N SAL. .. .. GABLE END WALL BRACINGU m1 FULL HEIGHT ENDWALL&TUEM----------------------(FIG 10).............................................. �� .;•..•�-.'•�..•�. TYP.V16'WOOD STRUCTURAL > •a •a a WSP ATTIC FLOOR LENGTH.........................(FIR IU...................................._2 FT>W/9_iL- •,•_ •,•• VERTICAL PANEL SHEATHING GYPSUM CEILING LENGTH(IF WSP NOT USED/.........(FIG IU----------------------------------- - FT>O.w�2L •' >'• • •,i AND 2X4 CONTINUOUS LATERAL BRACE•b FT.O.G.(FIG IU.............................-.....__.._..___.. �� ': •'.:' OR DC3 CEILING FURRING STRIPS ----.--16'SPACING MIN.WIT--- --- BLOCKING.4 Fr.--PACING--END............ ._1L_ •i _•;i'•• SPACING(Bd COMMON DOUBLE TOP P a i LATE TICAL EDGE MAIL .TOP OR TR1199 SAYS______________________________________________________._._.._______.__..--.___.__. �eL • • • / DOABLE TOP PLATE r_O.G.) SPLICE LENGTH._-------- __._-.--.--.(FIG B AND TABLE 6J.-------------------------. A FT�� i'.i a SPLICE CONNECTION(NO.OF Wd COMMON NAILS) (TABLE 6J.__......._ �. �>L............................ i•�i TYP.FIELD NAIL SPACING LOADBEARING WALL CONNECTIONS a i Bd COMMON•_O.C. NOW LATERAL(NO.OF WD COMMON MAILS)............(TABLE 1)........................................1 �L •�••• '••- '••' •••' •• NON-LOADBEARNG WALL CONNECTIONS •• •>'' '•i LATERAL(NO. *dOF d COMMON NAILS)............(TABLE 8).......................................Z- �L '..' .. .. DOUBLE HEADER LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) °' .•,- HEADER SPANS.................................(TABLE 9).............................-.`l FT_12JN-< SILL PLATE SPANS...............................(TABLE%).--_----------------_-----.-0- �FT JN.(11'�L FULL HEIGHT STUDS(NO.OF STUDS)...............(TABLE W......................................._}'_ �iL a •• :a FULL • . < a •• .. •.• ♦ NON-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CLIECK ALL OPENINGS FOR COMPLIANCE TO TABLE EKGFIT°•� °•� i`v> •�• •.= STUD HEADER SPANS.................................(TABLE W............................... � Q T JN.< '��. 4 SILL PLATE SPANK........_. _...(TABLE 9).............................AFT SIN.<12'_�� a a•e On •• aro a•e . . FULL NEKTHt STUDS MO.OF BTUDB)._.___._______. -------------------------- _DL • 46' • s EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANEOUSLI4 rL REQUHER OF 8 AT EACH END OF HEADER UBLE JACK STUD MINIMUM BUILDING DIMENSION, W) 'e•.•a•e °a•e �'.°an•.•a••• MINIMUM NUMBER OF HEADER SPAN HEADER UPLIFT LATERAL •". • s S> .t> �•• ^ • (FT.) SIZE FULL (LB.) (La.) NOMINAL HEIGHT OF TALLEST OPENING2_........................................................a�:Y b'B°_,1�_ • ,• • •' 24 O.G.MAX. e.•a'e 24 O.G.MAX.^' ,j I — — ... SHEATHING TYPE................................MOTE 4).......................................... _JL B•s 1r •a•♦ EDGE NAIL SPACING---------------- STUD SPACING, 7 STUD SPACING 2 L__________________(TABLE 10 OR NOTE 4 P LE98J.____________-__-___!N_>L • : • '.' • •: • �•• ': 1-2X4 1 2T7 131 FIELD N4L SPACNG._...........................(TABLE 10) ...._..._...._.._.........._.__.....�IN��L �.•° °.• •.=° °.�`°.� .• r,•'a °•�• °•�° °•• 3' 2-2X4 2 416 I99 SEE PAGE 1 OF 3 ;,�. 8HEAR CONNECTION MO.OF Kad COMMON NAILS) (TABLE 10)......................................_ _>L- '�. a•e 6. a•e a•e r 1•e a•e a'e. : PERCENT FULL44FIGWT SHEATHING.................(TABLE 10).._.........._........._.._._....._.—% ._.�L •. ♦ ,. ': • '. '. ♦ '' o '' 4' 2-2X4 2 554 Z64 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>b'8°(DESIGN CONCEPTSI......................... �� • • • •• °•�4 °•� 5' 2.2X4 3 9193 330 MAXIMUM BUILDING DIMENSION.(L, °•.+ •aa.°a•s a.°Ba M . ____ HE NOMINAL IGHT OF TALLEST OPENING 2.............E ........--.---_-.-A-9-<6'B°�- •. 6' 2-2Xb 3 831 396 �:._. ,_._...._..... SHEATHING TYP -------------------------------(NOTE 41 ..._.......--..-_-..._....._..__.._..._... �L 1' 2-2X8 3 1310 462 +•. T. EDGE MAIL SPACING.............................(TABLE 11 OR NOTE 41F LESS)....................—IN. .AL_ MAXIMUM WALL STUD 1-IEICsHT , STUD SPACING e' z-zxlz 3 11oe see .°aa.•ar.;ar.•aa.°aY FIELD NAIL SPACING.............................(TABLE IU.__.._.__._:............_._____..._._..—M._�L SEE PAGE 1 OF 3 " •• • • • •. • ,� • • •'. SWEAR CONNECTION MO.OF ibd COMMON NAILS) (TABLE 11)......................................._ _I/ 9' 12X10 3 I 41 SS4 e, • a�R° e, e,t w�• :,�• :•!a•:,!{% • °• PERCENT FULL-HEIGHT SHEATHING (TABLE IU......................................_% _zL RAFTER CONNECTION AND WALL SHEATHING 1. }2X11 4 1,385 66o a. Bn. 0•s.•aro . d•e•.•aa, •A," •- °•• .'a•. °a•e 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>(°'S"(DESIGN CONCE ;-- _ _ __ >L •. '. •. ANCHOR BOLTS AND _.____' 11' 4-2XIO 4 I 24 126 :,.'° :,;e :•: i,•.• :• 3°X3°XI/4"PLATE WA6WER.!• :,•.° 1: _ WALL CLADDING r an ae an .•da•.°ar a•e Or ar aro.•ae. RATEDFOR WIND BPEEDi..............................................._............_....._.__...._._... �L • • •. • ,.. ,.. • •: ♦ ,. ° '.' ,, • •. 5.1 ROOFS TABLE S. WALL OPENINGS — HEADERSe, e, •, ,, e, • ,, ROOF FRAMING MEMBER SPANS CNECKEDT(FOR RAFTERS USE AWC SPAN TOOL,SEE BBRS WMBSTTE) �L G IN LOADBEARING WALLS n.°a•e.•da.•0a .•aro.°a'e.°0a•,°a•e.•a•e•.°d•e•.•a•s• , ROOF OVERHANG.__________________________________(FIGURE 19)._-___.___..._q_I/2 FT<SMALLER OF 2'OR L/3�L TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS NOTES: a•e 0a a•a ar ar a•e .°aro.•ar a•e.°a•• - PROPRIETARY CONNECTORS I. THIS GHEKLIBT SHALL BE MET IN ITS ENTIRETY,EXCLUDING THE SPECIFIC EXCEPTION NOTED M 2,TO COMPLY WITH THE ': • ': o '•' • i • ': • ': • ': a '•' • '' s UPLIFT.---------------------------------------(TABLE 12).....................................U>2Cz5PLF REQUIREMENTS OF 100 CMR 5301.2J.1 ITEM I.IF THE CHECKLIST 16 MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS LATERAL..................................... .....................................L•11FJ_PLF AND HOLD DOWNS ARE NOT REQUIRED PER THE WFCM no MPH GUIDE: - . 8HEAR.......................................(TABLE 12).....................................8•]3.pLF >L A:STEEL STRAPS PER FIGURE 5 RIDGE STRAP CONNECTIONS.IF COLLAR TIES NOT USED PER(TABLE BA................................T•J54FF LF.AL. B,20 GAGE STRAPS PER FIGURE II W GABLE RAKE OUTLOOKER............................(FIGURE 20)..............-Q FT<SMALLER OF 2'OR L/2 C:UPLIFT STRAPS PER FIGURE 14 .TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS D,ALL STRAPS PER FIGURE M PROPRIETARY CONNECTORS 5 CORNER STUD HOLD DOWNS PER FIGURE IBe AND FIGURE 18b UPLIFT---------------------------------------(TABLE 14)..................................... 411 2. IXCEPTIONr OPENING HEIGHT OF UP TO 8 FT.SHALL BE PERMITTED WHEN n B ADDED TO THE PERCENT FULL-HEIGHT SHFAT14NG • LATERAL(NO.OF 16d COMMON NAILS).........(TABLE 14).....................................L•J4@LB. REQUIREMENTS SHOWN N TABLES 10 AND It. STUDS AND HEADERS ROOF SHEATHING TYPE..............................(PER ISO GMR 50.00 AND 59.00).... I.. ..•) ... WISP�fL 3. THE BOTTOM SILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM 2•IN,NOMINAL THICKNESS PRESSURE TREATED•2GRADE ROOF SHEATHING THICKNEM............................................................... 4 A.FROM TABLE 10 AND II AND LOCATION OF WALL SHEATHNG AND BUDDING ASPECT RATIO.DETERMINE PERCENT FULL-EIGWT ROOF SHEATHING FASTENING._._......................(TABLE V............................................. -�L SHEATHING AND NAIL SPACING REQUIREMENTS. AROUND WALL OPENINGS 8U1 JOB ADDRESS DESIGN RATE REVISION DRAWN BY PAGE SCALE BAYBERRY BUILDING CO• 110 SCHOONER LANE PROPOSED TWO �-✓�✓�-✓� �/v a °� � ®� OS-04-11 K J5 •�oF_ 1/4".1'-0" ✓B 1��sjgns T. WYANN IS MA, CAR GARAGE DEPT SHALL A l W N PURCHASE O F DWdWa GS LEAVE$_RGIASER RESPON$BLE FOR COMPLIANCE WITH ALL S=L EXACT AND r+E6 FORcs EN Oi ALL C:ONCR6�E FOOTINGS S) LL FOOTSXG6 D(TEHD BELOfU GROSTLNE VERIFY H. I LOCAL BYADSIG CODES AND ORDCYITCEB.A DE$1 MAY'NOT BE HELD RESP ISLE MUST BE DEr INED BY LOCAL SOIL CONDITIONS MID A TAISLE (4) STRUCTURAL ELEMENTS FOR DESIGN•SQE na BILLY SQ9 ,wpJ•494-9534 ' () FOR SITE COGIDRIONS OR FOR THE uss OF THERE DPAWW50 DURING CON6TRUCTtlN. PRAGTYea OF LONSTRUCTI021.yc7iffY'DE6Kal(OTH LOCAL ENGINEER. WTN LOCAL ENGINEER AND dlADel(a OFFICIALS. =T B4RAYTABLE/iA wNie «.., ... ._f,♦. <,.«.,P!. w.•w.,.; '.AM ,! rn[n• _:.'•n V} F4.•y.-.....ii.nn.,..y„..., ..,.f,y,..:.y...F.+ �'.-.p..w_,f�,.... . � w-::... s• a.lp..Y„^r•y... ,WiY•ir,.:r.. m .e .. a ,. r..Ae -r- ,. _ ,. ax . .. M+ , � to Y . it.•� �� , _ T a E 1 } «t f •3 § r P w a 1 F-i i ♦ � t • d#•� t •. .« i . €� ,mot � s ? r.� � ; s 4 , , � � � _� f m $1 ,� «n.—.wwl ' . �' �L« ._� N...•...w._ +, v.«F - ' '�, F '` F i � k .. a ? . • �f e 1 9 a a n t t t p H" ae , ¢ r 5 � •.� F itt ,w _ t , a ' F ,.. .. • � i • f 1 � .;. ., i 1 JL - - ni . . II i r u �C IN ir 1, 11 �i J� ' SMOKE DETECTORS REVIEWED �- - - BARNSTABLE BUILDING DEPT. DA ( - FIRE DEPARTMENT DATE r I R PERMRTING BOTH SIGNATURES ARE REQUIRED FO i jj j 1 CARBON MONOXIDE ALARMS sua �c zEr E 4 ter n�� E INSTALLED PER M g MASSACHUSETfS BUILDING CODE Tt �(j• I - C/ .-__1 APPROVED BY: .. •. ,,. •. SCALE �{....- C". DRAWN BY ' DATE: REVISED ORAWCNG NUMBER At D{-_& i- ........ zzi4,GN-- ' t, i i I li ZA3IO�Y �� 1 241r,,wv ._ .. PPPROVED HY: ORPWN BY .... ._ DATE • DRAWING NUMHER PA J, /l /.SPw1.r 56lfIJ � S ___. :.___..._ Zx4 hail -- `h -------- IL -'YV' 5NEF_TQUc-t-,' IL ' [�k L$ SOt�tT tv0 �/4f1't".:-- .•.^„_'_'- � � - .l�i'.143?u-� .:; le �/ •� 3Y�"t�-.Sub h�."�;•Ft t I ! li -..4xA SfC:f7<;�`✓�R.f3tN)i.lt_. 51 3f4'.7? 5v»:OF rLcxa i k P=17 � 47� g .- --f U ii i r, : 2 Zk... ��•� IEia t KI. _� Ln Z. � 1 Per, _.I-- --• IS 41 N - _ __-.-.-.��`� 1 c�su,cc.C; >x t i �h 111 \ i � I ,...._.e .....a.._ -- , 3O i I - � • :. i �r 'Q f i Ja -_ SCALE: APPROVED BY: DRAWN BY . 3•p tU_cy" 3 G• 3•Y'" $�.�� et v" DATE: REVISED DRAWING NUMBER v 3`B" CS!> (( I 1 - { �I t 1 t i f f f i _ _ Il 1 A.- E- y` It 1J { ` •. - BCALE' .C4:"'-1:C).._....__. DRAWN BY DATE: REVISED D[R-AWING N UMBER � cl '!a'Su�nii�i_�4 oN 2rip R�rTELS - ' J5T5/R.30 fNSUL., I ,' I as srahrn;lur� I- `N Ile .I/?. SVLLTiZvCIL .�.b. OD .....12 - _.. C# tE 5 �LOCiR... l I.: j _ pntinagJzC�Qrr�; . i f s — I . ' o• p l rt C,.o O `+ I--T LO I O Q rB G-�O BCAIE t ' + APPROVED BY: DRAWN BV DATE: JbA.J.E:I a_rL- NUMBER Y 1 I! I li 1' 1 i i i 1, If � � _ I f i ' I I ' i 4LL4-'17 gt�GGKlh) 1 i Jj -S-S �1i t_ti_ } S I I t i i I i I�( `-�� `-- � I ;1, ►'--'� ► !I � I + I__ _I ' it t� �i ' � 1 l � I; ► �I � �� i I�Is , l� ; �� i II ! ► � � svu n l�wc kti E? �i 4 1 it li) # i !t I i .I o1sT5-.ILg.Uc.:. ?I jll it _�I 'I I: I i i ;F if I i� � ;3 1i ;! 3 li �1 1 li It II I,• �i 71 �I � i, ' i ,II {I I :t, ; ii l 11 I(j li I i it li .f i. i� Il if 1. 1 ) 7 y• it I n 1� _-I 14 P (t i ) I I (I I f� I? � I I I! i jl :.�, i I� co! l C i . f♦ +-:- �! .:,.,= �� , :., �y ;l._ �y ..: �,, �- ( a �, - � ��- � �; -I? '� { I 1 II 1 :: 'I it � i;�.,!-, 1 E• i..�. � .. _:f `-1.. ,':., { _,I ...i ! �i ' I �l If ? 11 :� � +► � i :I h �� _ I II la .� i � � i 1 � z ;1 � l �•= 1 ?! 111` I + 1 'I � ;I '� �j '� �� li �� ! � i I � � I� �� :�,. it '� ;f it ; I i I I I !I j i I i? .4 I I �, {' :I I �� •• is S I � it � II 1 1 I' I I !I 'i I i ; i 1II � i� y I e '! i' :I ' (� ( i I i I i '� it ' E• 1 I I. 1 I ii i 1 11 Ij � i SCALE'_;.) „_t;•�:I APPROVED EY: ORA WN SV DATE DRAWING N(UMBER TYP. RIM 11 II 11 II „ 11 u Ii ASPHALT ROOFING ASPHALT ROOFING II it 150 ASPHALT PAPER 150;ASPHALT PAPER ------------, 1/2" PLY. SHEATHING " '' 1/2" PLY. SHEATHING ------------, I , II it , 11 II -e — 2X8's a 16" O.G. � DRIP EDGE I1 (1 DRIP EDGE 1, li II i, n 11 5" GUTTER " 5 GUTTERIf FF7 1, 11 II li 11 11 ' II II 11 11 li 11 it ,i it it li 11 11 IX8 FACIA 11 11 I, W12 STEEL SEAM BELOW 1X8 FACIA Ir n n `(-i/2 OVERHANG „ i-T-*-�- -- -- -- --�51- --� --� --� --� --� --� -- -- -- -- -- -- - 2-1/4" VENT 1-1/2 OVERHANG r'- "�'- -- -- - - 2-1/4 VENTSEE AST PAGE SEE LAST PAGE 11 11 11 II NOTCH FRIEZE NOTCH FRIEZE TO RECEIVE SIDING. TO RECEIVE SIDING. "11 „ II Z ,i I1 �, 2X8's a 16" O.G. — > TYP. 3 RPS STRAPS 1-1/2"X22-5,16"X 16 GAGE n " NAILED WITH ib-IDD NAILS I, \ Ir 1 11 I EAV EAV li I, 11 I � +� 11 fill SECOND FLOOR2X O HEADER I� 2X10 HEADER 1 EAVE DETAILS 2 EAVE DETAILS 11 11 11 1„1111 it �� II II „ Ii li,ii 11 I1 a II I, „ IIIIIII „ IIIIIII FRAMING PLAITE F " 11 IIIIIII „ III Il iii,l „ aoC3,xl'aa ao9 'aa „ IIIIIII El E El El F 111 IIIIIII II Iil IIIIIII 11 FF El El El 171 El SHEAR WALL FRONT ELEVATION RIDGE VENT 2X10 RAFTERS 16" O.G. -;;---;;-; -- --- -- -- --- --- --- --- --- --- --- --- --- --- --- --- -- - 11 11 i 2X12 RIDGE 1/2" PLY. SHEATHING a 150 ASPHALT PAPER Ii 11 I 2X10 RAFTERS 16" O.C. ASPHALT SHINGLES 1, II 1 1/2" PLY. SHEATHING 150 ASPHALT PAPER 12 4-v2 ASPHALT SHINGLES II II I 2X8's C.J. 16 O.G. _ - - — II 11 r -� 2XIO's 16" O.C. ® II II I R38 1NSUL. II III 12 II II r 1X3 STRAPPING 11 11 , 1, III 1212 1/2" WALLBOARD - 1/2" WALLBOARD 4-1/2 II III I 11 11 i ; 12 2X4's s 16" O.G. II I 2X12 RIDGE R13 INSULATION 12 M/BEDROOM 11 II I � 11 11 i 1 I 11 If 1 1 it ,1 i 1/2" OSB SHEATHING .I 3/411 T/G OSB TYVEK WRAP OR EQUAL 11 , NAILED 4 GLUED. _ SIDING =__" --R=' N — � I1 1 1 2X a16 G. __c� ® Ic— R30 INSUL. 11 r IQ - 1 I {� III pll O O O 1 BOXED W12 BEAM i �wi.. 11 1 X X X IX3 STRAPPING 11 11 I 04 cv c� 1 G 5/8" F.G. WALLBOARD If 1 i III fQ tQ f4 rp t] t] p ,ss � , GARAGE -' S/8" F.C. WALLBOARD cAI I) ---- ----- ---- - - --------- ---- ----------- 12X4's a 16 O.C. 11 II 11 I I 11 11 ' 1-1ANGxERS I I i 1/2" OSS SHEATHING - " TYP. it ,I II , TYVEK WRAP OR EQUAL 11 ii ,1 I II ii 11 , I 1 1 1 I it 11 III I I i - SIDING it II II 1 - ' -- -- -- -- -- -- -,, 4" GONG. SLAB ,, If —>� - - -- - - - --- - --- --- --- - - -- li li II 1 ..; .. . a o. •• . e a. .. a a. •• a a. .. . a a. .. . a a. q O 11 II II I ___ ______r_7 _____________ti_______—_______________ ',.. •a —— —— 11 If II 11 I •, v it 11 11 I ; 1 ROOF FRAMING FLANTYP. 2X4 BLOCKING AT EACH II 11 II 11 HORIZONTAL SHEATHING SEAM 1, 11 1, 11 GLUED FROM INSIDE. , I op o• F / SHEAR WALL FOR FRIGHT 44 CROSS SECTION DETAILS it a , BUILDER92 JOB ADDRESS DE_ D_ REVISION DRAWN BY P_ S_ • • o o • _ _ 1 n5 BAYBERRY BUILDING CO. 110 SCHOONER LAME PROPOSED TWO � OS 04 11 � J1'3 «'�oF� 1/4 II.-1 -O ��f �� Cj � G,1.�R,�(rt jjJ (1) 111 14 to 16 PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL (2) EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3) ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE VERIFY DEPTH. 4 b s C a LOCAL BUILDINGS CODES AND ORDINANCES, JB DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4) VERIFY STRUCTURAL ELEMENTS FOR DESIGN t SIZE RD. BOX 205 ('5040J 494-9534 ZFOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION. VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. U66T OARNBTABLE MA. 02"0