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1647 SANTUIT-NEWTOWN ROAD
IG49 .�,1w{- �� -- _ - - � � i -'- - r I i 1 I � , R1� Town of Barnstable Building Department Services Brian Florence,CBO &UMSTABLe. « Building Commissioner � 1639. ,0� Main Street, Hyannis,MA 02601�Ep 200 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# '2p— 3 S I2 FEE: $35.00 SHED REGISTRATION SCANNED RESIDENTIAL ONLY 46 200 square feet or less 1"� -S,A f'i v t 4- ecv 1-U 4V j � C)/.i 1) C�© �U B � Location of shed(a dress) Village Property owner's name Telephone number 0.2y >Oyi 100/ Size of Shed Map/Parcel# E-Mail P e- ii t 4 e- La 14 me. COS Signature Date Date Hyannis Main Street Waterfront Historic District? / d Old King's Highway Historic District Commission jurisdiction? You must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:08/6/17 ■ r a `+� k� Legend *� Parcels Town Boundary 024034 Railroad Tracks_ ti t r' h #452 _ y � Buildings 0 Approx.Building `-� 1Of40335 Buildings #38 - �' � Painted Lines Parking Lots Paved Unpaved 024041003 � �r."'-�- Driveways #1 645 Paved s r ONOZ Unpaved 4676' Roads f,. #�i 64(v_A� k i G Paved Road i 1 i Unpaved Road ®Bridge Paved Median 4 17 v r i a Streams F • °� , � Marsh 024037 168.2 Water Bodies r'v4o3� t 69,0; 024042' �.. r � 024 039 1698: # 707 ' 023020 Map printed on: 11/27/2020 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are oi Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026oi O 83 167 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 5o8-862-4624 reflect current conditions,and may contain such as building locations. Approx. Scale: i inch= 83 feet cartographic errors or omissions. gis@town.barnstable.ma.us ,♦ N f N N O Q COHV.FRAMED SHED DORMER B.O. LOG SIDING&LOG CORNERS BY CLH N TOP OF RIDGE BEAM-22'-0 518" O ®11" t2 ®N 5.07gk�. DORMER PLATE t6'�" - YdOri HEAD-75'6' >_c • - z - LOG PLATE-8'.6- 2.25 0 _J2 i0iG01 ' TOP OF JOISTS-8.4- - �y r PORCH PLATE-8'-0" LU SUBFLOOR-0*- C1 L 0 LU ' I �ViV a �LEVATJ®i`f - 2 y CONY.FRAMED SHED DORMER B.O.. - - LOG SIDING&LOG CORNERS BY CLH - 5.07� 2 5.07 ' N ® FMa 2.25 G? p2.25 O u > f Li �N OF fdq� - J REAR ELEVATION �� � � �iV — r EN a J _ — f NO.72375, y 6 Al .J' 32'-0" - LLI N 5'-4. 6'-a" i'-l0l < DOOR/WINDOW SCHED. ANDERSEN(By Owner) a' PORCH:6'-0-X 40'.0" OESCRIP LOG OPN. R-0. TYPE OTY }. 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CIO Rallirig _ o - m m Y BEDROOM DN OPEN TO BELOW ' i - N 12'-0" 4.-0" / 16'-0.. \ d I o J O. rc ALL UNHATCHED AREAS OF THIS PLAN .STOP AT THE 19th.COURSE 2'-0" 8'-0" SHED DORMER 22'-0" O EXACT WINDOW PLACEMENT E.O. ' Z - - - �p\3k 0i„Was of 4 4 "HEN S, n REv rF; �rANO, 5MO104 ARU`\\S� [iib N Lu 2 Ir_2 -I 2 a r 2 LU 10 m - H o t ; go L H Ll I - d r a . s o 1 3BT7-1F M JBF10F .a a .�.. •��... ..76,_I.. _ _ 4 .- ,' „i. o - � w of c 7L y .. ..T r • - -_.,� - - �''Fe���A!I D. ;,r'��v REV .GIROER/JOIST BLOCK SECTION 3/16 _ _ A4 A U) LLI O P•4 ,P.3 V R 14 T rn a rn T a, T T o, rn co R8 c 19 ' of � 0r c Qf a 01 Of P o � o of R9-11j go T-- R 0 0 0 7 HP8LOGRAFTER6 csR9-11of c- lu0 >a. U) R9-11;1 RIDGE BEAM: 6 3/4x12 P.OUGH SAWN RB18 RB18 R9-11;1 � -611 of R9-11R9-1.1;1 p 0 - S m a 01 T T T T T T Qt T - T N. - ti - r .. • . a _ ra VR14 ' ° (a� (P 2 a O f -HP LOG PORCH RAFTER, ° t � o PPLi"0•i PPS PP8 ' " PPS-1 PPStiO 6,8cs m n to OF 7.1,9 REV ` P8 Uel E. 8._i. Ps. $,_�. �I P8 8,_q.. P8 8 I.. _ PS &._�.. Pb - P PORCH SUPP R'r ELEVA` I N - (2) RUM _ P 4�: ;. . w . 32-6" 8-O Lu , N N 2„ T-10" 2" 20 = Q 2 r "l r L J L J L J L J L J L J ` Q u J 0 1 0 0 m Z g FRAMED WALL(8'-0"high):2x6s®12'o.c. - .7 V. 0 WALK-OUT AREA Q a 1 30310 3D68 3031D 1 1 DOOR 1 ------=--------------- L J 1 r -- - -----------=------� 1 1 FRAMED WALL(R-0"high):2x6s 12'o.c. o to I - 1 0l m W 4"CONCRETE SLAB wi5 X6 II 1 n 1 -I 1 10/10W.W.F.ON6MILVAPOR 'i STEEL PIPE GOLUF.(1.1 I rl _ _ LL 1 1 BARRIER OVER 4"OF COMP.GRAVELVj(po X 36y FooTlU 1 1 L6 I FILL PITCH TO DRAINS. �T 1 Q W 1 I 1 1 � I C14'lI5 LOCftrIc7IJ OWL() I � � L J � � � ~ 1 1 1 1 U) 1 1 B'-3" a'-0" 8'-0• 8'-3" 1 1 = N 1 1 4"LOLLY COLUMN(B.O.) I 1 1 I N 1 24'k24•k12"d COLUMN FOOTING i I - .MASONBASEIMNEY i r , - N .F KEYED TO SLAB ANOF OOTINGS 1 BEARING ON4"COMPACTEDSAND 1 I Z 1 OVER UNDISTURBED SOIL 1 1 1 1 L - y Q 1 1 1 V 1 IL----— � 1 Q kP_ - J N 1 1 1 1 coL�IJyryryJyla ( I-^ CONTINUOUS REINFORCED W2#6 BARS CONIC.FOOTINGf I ON UNDISTURBED SOIL 20V x 10t1 ruin - I 1 L-------------------------'�------------ J I - 2 10"CONCRETE FOUNDATION WALL - � r -1 < _ J ---------------------------------------------------- L J A. 3 _ - r 2 0 10'd a CONIC.PIER W/1/2 tlia x 8., - l 0 f+ �" ~ 1 o = LOCATION PIN CENTERED(3'PROI.) - o -o _ -'�I�'tN SS� •- Q -ON 20"x 20 x 12'CONC PAD DEPTH OF I 1 - p �� ^ C�<.•\9 Z m PADS BELOW FROST LINE - I� - CY'^�-ir.f-1 E. n t, (16 PLACES). - u �v3.72N 16 r 1 r 1 r 1 r r 1 r 1 c c C S W LIJ L J LIJ L J LiJ 2" LIJ `ETfRED - b REV 9/2 06 A3 N cNi I 32'-6" I 8' 0" I 81 � o PORCH GIRDER:(])P.T.2x8s O S. o 2x8 P.T.JOIST @16"ole 4 O j Z 5, � o Oa • vq 2x1D FLOOR JOIST DIRECTION(TYP) AT 16"o/e SECURED TO BEAM WITH STEEL JOIST HANGERS(S.O.) PROVIDE BRIDGING AT MID-SPAN PORCH GIRDER:(3)P.T.2x8s • n DBL 2.10 BOX V _ tr U. O W W F - O 2.6 P.T.JOIST @16-W. - BEAM: 3 1/2 x 7 1/4 GANG-LAM - - • N N 0. � I/J CONTINUOUS 200 P.T. SILL - Q SOLID 2x10 BLOCKING @36" o/cO5T5 "HERE BOX RUNS PARALLEL TO - - •2x8 P.T.JOIST 06"o/c _ 1 `old SN 0 E l• eg ,n, - �, G n LL t S t F t. PORCH GIRDER:(3)P.T.2.8. l -- - - ' TEED Alt 32' s 8' A3b TOWN OF BARNSTA B DING PERMIT APPLICATION Map pp U Parcel �7�r d 0 f Application# Health Division _� ''/�Zl/60 6 �`ss� Conservation Division b c C -o lj � t�6 Permit# Tax Collector y. Date Issued Treasurer '., I <,� Application FeeVALO s Planning Dept. Vv-n, s- lf�lvj Permit Fee q101 NJ Date Definitive Plan Approved by Planning Board l �� ®� - �o �,� p ,�, j,,,�- Historic.-OKH Preservation/Hyannis 6-�61 J/rA)11 1>u UG Project street Address Village Owner �� � fi�'2-F` �h- - � Address � eA, Telephone ��P' "'J'77 �Z�0 Permit Request G� O C �f' 1^'` ,G �-k Square feet: 1 st floor:existing proposed /o v 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay ,l V Project Valuation �©��— Construction Type 10 -°r !� Lot Size Grandfathered: Zes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: El"Full ❑Crawl EfWalkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) � ff� Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new ID-1 Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: 4Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ANo Fireplaces: Existing New Existing wood/coal s ove: <§s rb No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑ex[ fi i�g ❑new size us i N Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: .1 cr:• Zoning Board of Appeals Authorization Appeal# 9,00 i�r—O 0 7 Recorded N3 Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION -Name G�^ 1trf --s"�j� 2— Z—`Zc Telephone Number Address d License# ft--L—�Vy-p 04Ltf Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE t 1 � _ f FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL'NO. ADDRESS VILLAGE _ I OWNER } DATE OF INSPECTION:�'j�, (Q� � �( �V_ �$ �_ p' i FOUNDATION /6/ -4 47xx c FRAME &rll C Ole //�/GZd Pt0-9C— INSULATION r FIREPLACE s ELECTRICAL: ROUGH FINAL E PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING FIt W r" 'r I i DATE CLOSED OUT ' 1. ASSOCIATION PLAN NO. i Town of Barnstable' 4 ' Building Department 200 Main Street BARNSTABLE. #MASS Hyannis, MA 02601 9 1639- , (508) 862=4038 RFD MA'S A Certificate of Occupancy - Application Number:, 20064771 :CO Number: 20110059 Parcel ID: 024041001' CO Issue Date: 04/28111 Location 1647,SANTUIT-NEWTOWN ROAD.B Zoning Classification: 'RESIDENCE F DISTRICT Proposed Use:,` SINGLE FAMILY HOME Village! COTUIT l Gen Contractor: PROPERTY OWNER Permit Type: RCOO CERTIFICATE OF OCCUPANCY RES Comments: ;Building Department Signature Date Signed s. NI - i ding Application Ref: 20064771 — i BARNSTABLE, Issue Date: 12/14/06 rermt 9 MASS $A 1639• Applicant: CAPIZZI,THOMAS&JEANNE TRS Permit Number: B 20061980 Proposed Use: VACANT Expiration Date: 06/13/07 Location 1647 SANTUIT-NEWTOWN ROA&RIng District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 024041001 Permit Fee$ 410.00 Contractor . PROPERTY OWNER Village COTUIT App Fee$ 100.00 License Num Est Construction Cost$ 100,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO BUILD A LOG CABIN(SINGLE FAMILY) THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: CAPIZZI,THOMAS u)EANNE TRS BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 90 HEAD OF THE POND DR INSPECTION HAS BEEN MADE. MARSTONS MILLS,MA 02648 Application Entered by: RM Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPYrANY'.STREET,ALLY OR SIDEWALK'OR ANY PART THEREOF;EITHER TEMPORARILY.OR PERMANENTLY. ENCROACHEMEN.TS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED;UNDER THE BUILDING CODE,MUST BE APPROVED BY TIIE JURISDICTION. STREET OR ALLY:GRADES AS WELLAS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC.WORKS: THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE.THE APPLICANT FROM THE CONDITIONS OF;ANY APPLICABLE SUBDIVISION RESTRICTIONS.>` MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL 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,1 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). f � ►_0 . ,©`<� �g qua :� � 4 C BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS ILI 11Z— BFieffC !!'!L iofQ � 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 z " ,;saZ, oS Board of Health 1 folt'" L -ems-i LEy OPT "15VIC, `�, ASSESSORS MAP 24; O PARCEL 41-2 Z EX. NW. BARN ti PADDOCK NEW 32.5'x25' \- FOUNDATION- �•29" PROPERTY BOUNDARY IS CENTERLINE ASSESSORS PARCEL OF WOODS ROAD, LINES SHOWN ARE 2 024041001 ARE TIE UNE& � 1647 SANTUIT—NEWTOWN RD. 00 �, � \ I tiR9O it FOUNDATION AS-BUILT PLAN ® 1647 SANTUIT-NEWTOWN` ROAD " off Aikij PREPARED FOR 1 CERTIFY THAT THE FOUNDATION SHOWN "�� RQBa �� HAS BEEN.CONSTRUCTED SUBSTANTIALLY IN S. THOMAS CAPIZzf NF MA CE WITH THE CO APPROVED SITE PLAN. S�' :� `, 435418 7-17-07 SCALE. 1" =50' 7— _v ASTBOUND LAND SURVEYING, INC. ROBB SYKE , P.L.S. a P.0. BOX 442 FORESTDALE, MA 02644- Y �+ �t°F rq� BARNSTABLE 7 rnn } � BARNSfABLE, 1639. yl 'Q6 FEB -9 P4 :07 Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2006-007- Capizzi Special Permit Section 240-94 Nonconforming use Reduce lot area upon which a nonconforming use is located. Summary: Granted with Conditions Petitioner: Thomas Capizzi&Jeanne Capizzi,Trustees,and Thomas Capizzi Jr.,Trustees of Thomas Capizzi Revocable Trust and Santuit Realty Trust Property Address: 4575 and 4591 Falmouth Road(Route 28 and 1645 Santuit-Newtown Road,Cotuit,MA �° Assessor's Map/Parcel: Map 024 as Parcels 041-001,041-002 and 041-003, Zoning: Residential F Zoning District b cC rx° Relief Requested &Background: The applicants are seeing to develop a two-bedroom, 1,164 sq.ft., single-family dwelling located on a lot 0 identified as Lot 1 on a 1987 Approval Not Required(ANR)plan entitled"Plan of Land Lots 1, 2&3 State ro Highway-Route 28 Barnstable, MA",recorded at the Registry of Deeds in Plan Book 434,page 13. The w subject lot is shown on Assessor's Map 24 as Parcel 41-001 and addressed 4591 Falmouth Road(Route 28) Cotuit. The Building Commissioner has refused an as-of-right building permit application for the proposed `^ construction. The subject locus of the Appeal before the Board is comprised of all three lots created in May of 1987 by the Approval Not Required plan and totaling 5 acres in area. Ln The 5 acres being that locus owned by Thomas Capizzi and Jeanne Capizzi,Trustees,of the Thomas Capizzi Revocable Trust, as evidenced by a single deed recorded in the Barnstable Registry of Deeds on June 19, 0 1995 in Book 9715,page 85. a Today, some if not all, of the locus is occupied by Capizzi Home hnprovements,a business use in a Residential F, single-family zoning district and a Groundwater Protection Overlay District. The 5-acre locus is developed with: r • A two-story residential structure of 1,680 sq.ft. The structure dates to the late 1800's. That structure is addressed as 1645 Santuit-Newtown Road(Lot 3 on the ANR plan). The property also includes a number of shed structures and an accessory detached structure of 1,196 sq.ft. referred to as a garage. • A second detached structure commonly referred to as "a Barn" and identified in the Assessor's record as an"outbuilding"of 1,600 sq.ft. also exist. That 1.5-story structure was built in 1988-1991 and is located on that lot addressed 4575 Falmouth Road(Lot 2 on the ANR plan). Procedural & Hearing Summary: This appeal was one of three appeals filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on November 18, 2005. An Extension of the Time Limits for holding the public hearing and for the filing of the decision was executed between the applicant and the Board Chairman. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing opened on January 18,2006, and continued on February 01, 2006. At this r I w. e - time the Board found to grant Appeal 2006-006 for a Special Permit for the change of a Nonconforming Use, if so existing, on Lots 1 and 2, and Parcels A&B to be used only for single-family use in full compliance with the conditions herein and the Residential F Zoning District regulations. Board Members deciding this appeal were,Ron S. Jansson,Randolph Childs, Sheila Geiler, and Chairman Gail Nightingale. The Board initially included Associate Member Jeremy Gilmore completing the full five members. However, at the continuance Mr. Gilmore was absent and the applicant elected to continue with only a four member Board knowing that it would take the positive vote of all four to grant any relief. Attorney John R. Alger represented the applicants. Thomas Capizzi (Sr.) was also present during the proceeding and participated in the presentation. Mr. Alger presented the issues noting that the applicant only seeks to develop one of the ANR lot as-of-right under zoning. The concern that prevented the building permit from being issued is that of the altering of the 5-acre locus upon which a non-conforming use appears to be located. Ax1r. Alger stated that Lot 1 of the ANR Plan is not being used for any purpose and had never been used. He concluded that this proposal should have been granted as of right. The Board reviewed the history of development of the 5-acre locus and the transfer of the property from 1976 to present. It was noted that in 1987,the Assessor's Office implemented the ANR division of the 5- acres by issuing three separate tax bills. However,the applicant when transferring the property(from individual to trustee)retained it in one deed using the originally 5-acres description. Mr. Capizzi did state that only Lot 3 of the ANR plan was being used as Business Use, Capizzi Home Improvements and Lot 2 was used to house his horses and personal items. Lots 2 and 1 had never been used for business purposes. The Board reviewed the history of zoning in the area and concluded that if a legal non-conforming use had existing on the property it would have to predate to 1983 when it was rezoned for Business Limited C to Residence F. That was 4 years before the ANR Plan. Therefore,if a non-conforming uses exists, it would have to be considered on the entire 5-acre lot. To now take part,but not all of that 5- acre lot and use it for a permitted use under zoning can not be allowed as-of-right. The Board concluded that the Building Commissioner is right in not issuing the Building Permit as-of-right. The Board then discussed the proposal to build the single-family dwelling on Lot 1 noting that Lot 2 has an existing accessory structure, "the Barn"on it without the benefit of principal use. Mr. Capizzi cited that it was his intent to use the barn to house his horses when he finished the dwelling on Lot 1. The Board noted that Lot 1,Lot 2 Parcel A and Parcel B should be united to correct the situation with respect to an accessory use on an independent lot. Mr. Capizzi stated that he would have to discuss that issue with his son,Thomas Capizzi Jr.,before he could commit to.uniting the Lots. The Board continued the hearing to February 01, 2006. At the continuance,Thomas Capizzi Sr., stated that he discussed the issue with his son and was now prepared to unite Lots 1 and 2 and Parcels A and B of the 1987 ANR Plan into one lot for use as a single- family dwelling. The Board noted to Mr. Capizzi that no business use would be permitted on that area of Lots 1 and 2 and Parcels A and B. All business use existing would have to be limited to Lot 3 only. The Board further stated that the granting of this special permit to Lots 1 and 2 and Parcels A and B in combination did not grant any rights with regards to Lot 3 or the legality under zoning that a pre-existing legally created non-conforming use exists on Lot 3. The Board did not address the issue of the pre-existing legal non-conformity in the use of the proposed lot. The use is to be that of a principal permitted use in the district. 2 'f The Board and Mr. Capizzi discussed the conditions on the property noting that there is a number of old vehicles, trucks,trailers, a boat,lumber and timbers and other construction like materials stored on the property. Mr. Capizzi stated that those vehicles and materials are for his personal use and not part of the business. He stated that he would remove the boat,the 1980 Jeep vehicle and the S-600 dump truck and would conform to those laws with respect to parking of un-registered vehicles on a residential lot. He further agreed that all materials and all un-registered vehicles would not be located within the required front, side and rear yards setbacks(100 feet on Route 28, 30 feet on all other ways,including any"ancient way" and 15 feet on all side and rear lot lines), and that all would be screened from any right-of-way and neighbors. The Board and applicant also discussed the issue of access to the residential lot. The Board desires that no access be taken from Route 28 and that all access be from Santuit-Newtown Road. Mr. Capizzi stated that he has access to the"ancient way"located to the westerly side of his property. He further stated that he gated that"ancient way"but uses it occasionally for large drop-offs of hay etc. The Board determined that it would be up to him to satisfy the Mass Highway that such an"ancient way"exists and to secure any curb- cuts needed if that was to be used. The Board and applicant agreed that if it was secured it would only be used occasionally and everyday access to the lot would be from Santuit-Newtown Road. During the proceedings, the public was invited to comment and no one spoke in favor or in opposition to the request. Findings of Fact: At the hearing of February 01, 2006,the Board unanimously made the following findings of fact: 1. Appeal 2006-007 seeks a Special Permit pursuant to Section 240-94 for a Nonconforming Use. The applicant is Thomas Capizzi&Jeanne Capizzi,Trustees, and Thomas Capizzi Jr.,Trustees of Thomas Capizzi Revocable Trust and of Santuit Realty Trust. The applicants seek to develop the lot addressed 4575 Falmouth Road,Map 024,Parcel 041-001,for single-family use in conformance with zoning thereby reducing the area upon which a nonconforming use is located. The subject lots of the appeal are addressed 4575 and 4591 Falmouth Road(Route 28 and 1645 Santuit-Newtown Road, Cotuit,MA as shown on Assessor's Map 024 as Parcels 041-001,041-002 and 041-003, in a Residential F Zoning District 2. The subject lots of the appeal comprise 5-acres and were purchased by Thomas Capizzi and Jeanne Capizzi as husband and wife on November 15, 1976. At the time the applicants purchased the property, the first 200-foot fronting on Route 28 was zoned Business Limited C. The remainder being zoned Residential F. In November of 1983,the Business Limited C District was,eliminated that the entire property was zoned Residence F. 3. In 1987 an Approval Not Required(ANR)plan entitled"Plan of Land Lots 1, 2&3 State Highway —Route 28 Barnstable,MA", was recorded at the Registry of Deeds in Plan Book 434,page 13. The Approval Not required plan created 3 one-acre plus lots from the 5-acre locus. 4. The Lots shown on that Plan as Lot 1,Lot 2 and Parcels A and B are now the subject of issue before the Board. 5. These Lots,when created would have to be after the non-conformity in use would have been established,because at the time of the ANR the entire 5-acre site was Residentially Zoned. In 3 i regards to business use,this Board makes no finding that there is a legally created,pre-existing non- conforming use. 6. The applicant has agreed to combine Lot 1,Lot 2 and Parcels A and B shown on the 1987 ANR plan into one developable lot to be used only in full conformity to the principal permitted uses in the Residential F Zoning District that it is now zoned. The area shown as Lot 3 on the ANR plan is an existing developed lot that is purported by the applicant to contain a non-conforming use. 7. To grant the relief requested would situate the alleged non-conforming use on a smaller one-acre lot and not on a 5-acre lot. The existing businesses in the neighborhood are along Route 28. These businesses are mostly situated on small lots and are restricted in their ability to change and grow. The grant also creates a single residential lot of over two acres in conformity with zoning in this area as new lots in Cotuit are required to be a minimum of two-acres in area. It would also correct the issue in regards to accessory use situated on a lot without principal use. 8. In evaluating the evidence presented,the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. In fact,to grant this permit would be keeping the intent and purpose of the Zoning Ordinance. Decision: Based on the findings of fact, a motion was duly made and seconded to grant the special permit requested in Appeal 2006-007 to allow for Lot 1,Lot 2 and Parcels A and B shown on the 1987 ANR plan to be used for one, single-family development in accordance with the Residential F Zoning District regulations and subject to the following conditions: 1. An Approval Not Required(ANR)plan uniting that area of Lots 1 and 2 and Parcels A and B as shown on the 1987 plan entitled"Plan of Lots 1,2, & 3 State Highway—Route 28,Barnstable,MA" uniting the area into one lot shall be prepared by the applicant and submitted for endorsement to the Planning Board. That plan shall clearly identify that the new lot created from the combination shall only be used for development of one single-family development in accordance with zoning and in accordance with this decision. No portion of this new lot so created shall be used for any business or commercial purpose nor shall it be used for any junk yard in violation with zoning. 2. Access to the new residential lot shall not be from Route 28 except occasional access shall be permitted from the"ancient way"located on the westerly line of the new lot,if and only if an "ancient way"truly exists and only if that way is recognized by Mass Highway and a curb cut is issued for that"ancient way." Regular access to the new lot shall be from Santuit-Newtown Road. That access shall be reviewed by the Building Commissioner and the Cotuit Fire Department and improved to their standards for access. 3. Access to and from Lot 3 shall not be permitted over the new residential lot,that being the combination lot of Lots 1 and 2 and Parcels A and B as shown on the 1987 ANR plan. 4. Construction shall comply with all applicable zoning regulations and Building Division requirements. 5. The on-site septic system shall conform to all Title 5 requirements and all local Board of Health requirements without a variance. 4 6. Any mechanical equipment associated with the dwelling (air conditioners,electric generators, etc.) shall be located so as to conform to the required setbacks for the district and screened from neighboring homes and the public right-of-way. 7. The existing accessory building know as the barn shall be used only as accessory to the proposed new dwelling to be built on that combined area of Lots 1 and 2 and parcels A and B. It shall not be used in any way with lot 3 as shown on the ANR plan nor for any commercial or business purpose. 8. Prior to the issuance of any building permit for the dwelling,the applicant shall remove from the area of the new lot(the combined area of Lots 1 and 2 and parcels A and B),the boat,the 1980 Jeep vehicle and the S-600 dump truck as well as all other vehicles until the lot conforms to the Town's limitation on unregistered vehicles. All remaining vehicles, trailers etc. as well as all construction materials including lumber and timbers located on the property shall be relocated so as to conform with the required front, side and rear yards setbacks (100 feet on Route 28, 30 feet on all other ways, including any"ancient way" and 15 feet on all side and rear lot lines), and screened from any right- of-way and neighbors. Upon cleaning of the property,the applicant shall notify the Building Commissioner and the Commissioner shall inspect the site and buildings located on it for assurance that this condition is being fully compiled with. 9. The residential use of Lots 1 and 2 and Parcels A and B in combination including the accessory structure shall not now or in the future include any use for commercial or business, storage of construction materials or renting of rooms. In addition,no use shall have direct access to Route 28 with the exception of the"ancient way" should that"ancient way"really exists and as conditioned previously for occasional use. 10. This decision must be recorded at the Registry of Deeds and a copy of that recorded document must be submitted to the Zoning Board of Appeals Office and to the Building Division before any building permit is issued. The relief authorized must be executed within one year of the grant of this permit. The vote was as follows: AYE: Ron S. Jansson,Randolph Childs, Sheila Geiler, Gail Nightingale NAY: None Ordered: Special Permit 2006-7 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision,if any, stall be made pursuant to MGL Chapter 40A, Section 17, within twenty(20)days after the date of the filing of this decision, a copy of which must be filed in the office of the Town Clerk. Feb .. 6 a S Y �1 G 1 C.Nightingale, hairman Date Signed ro 1 AM JIL IZ I,1✓inda Hutchenrider,Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby,cet +Fat twerrty (20)days have elapsed since the Zon oaring- of Appeals filed this decision and that no appeal of M dec` Son lr s been filed in the office of the Town Clerk. ? �� �d (Gt , G�� nder the pains and penalties of per S'gned a.d se'alsd thi Linda Hutchenrider,Town Clerk 5 Zoning Board of Appeals (ZBA) Abutter List for Map 024 Parcel 041-001 Abutters=Parties of Interest-those directly opposite subject lot on any public/private street/way and abutters to abutters. Notification of all properties within 300' ring of the subject lot. This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from the Town of Barnstable Assessor's database on 1/2/2006 Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country ; 7�023019 BARNSTABLE LAND TRUST INC PO BOX 224 COTUIT MA 0263577 023020 ROZENS,IEVA 2465 PALISADE BRONX NY 10463 USA AVE 023021 HAMBLIN,CHARLES E 1726 COTUIT MA 02635 USA NEWTOWN ROAD 024003 MICELI,ROBERT J&JANE K 38 COTUIT MA 02635 USA SANDALWOOD DRIVE 024005 FRASER,DEAN C 71 TARRAGON COTUIT MA 02635 USA CIR 024006 HAYWARD,HARRIET P BAKER BAKER,FO&RW&RM&DF&LH& r1j62 5 SA T IRTD COTUIT MA 02635 USA CD 024037 MAYNE,STEPHEN H PO BOX 1441 COTUIT MA 02635 USA 024038 BLANCHETTE,ALAN R&SUSAN 1690 COTUIT MA 02632 USA INEWTOWN RD 024039 KAPLAN,SHELLEY M 9 FAIRMONT CAMB RID GE MA 02139 AVE 024040 COMMONWEALTH ELECTRIC PROPERTY TAX DEPT P 0 BOX 567 NORWOOD MA 02062-0567 024041001 CAPIZZI,THOMAS&JEANNE TRS 90 HEAD OF MARSTONS MILLS MA 02648 USA THE POND DR 024041002 CAPIZZI,THOMAS TRS& CAPIZZI,JEANNE TR 9THE pONDo OF MARSTONS MILLS MA 02648 USA DRIVE 024041003 CAPIZZI,THOMAS TRS& CAPIZZI,JEANNE TRS %CAPIZZI, 1645 SANTUIT- COTUIT MA 02635 USA THOMAS JR TR INEWTOWN RD rQT40�42 �SHAPERO, GAIL 53 PARK AVE NEWTON MA 02458 USA 024076 TAYLOR,LOIS L TR 808 SO MAIN ST CENTERVILLE MA 02632 USA Page 1 of 2 Tuesday,January 03,2006 Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country F0241577�BRYAN MOTOR INN INC 357 SCRANTON 7aMOUTH MA 02540 USA AVE Page 2 of 2 Tuesday-January 03,2006 I NOTICES4 LEGAL OFBARNSTABLE ZONING BOARD OF APPEALS • NOTICE OF PUBLIC HEARING UNDER THE ZONING ORDINANCE JANUARY 18. 2008 To all persons interested in, of affected by the Zoning Board of Appeals under Section 11 of Chapter 40A of the General Laws of the yommonwealth of Massa efts arid..all. amendments. i '; a_ thereto You are hereby notified that ,° .' . 7 OO.P M Appeal 2006 905 xPorrriers Dnve Ass ociation/Dupuy Y The Powers Drive Association/Damian Day"has alretl for a Variances ta;Sections 24043 ancf 240 44 Aeoessory Uses The applica his seeking to coristruct'a dock pier andwalfcwa yloca!mg ithin'�he r fit�of way of Po 109+Dpve� h�Associ6i, �Dock r$to 5 2 Y f'A isrk `t Y �dt�' be used by 35 Powe nue Assessors XMa 1.67 pat el D22-15.Powers Dnve M'ap 167 Parcel 023' 6k�Pov *rsDnutu�ap 17�ae�0210 Pokers Drive kla�1`67 pa cel 018-42 Powecs Dnve 131ap 6T;parcel 038 34`1?&M.s`Dnye Map 167 pard.&033 ,and . 871 Bump°s River �d Map 161 paroe1032.{All of which are Centennlle 1W and inn a Residence D Zonrg-District.` x v Appeal: 0 006 Caprur ' Thomas'Cap G'r 8 Jeanne Capizzi,Trustees Vj2 Thomas Capizzi Jr,Trustees pf Thomas Cap¢ i Revocable Trust a d Santuit Realty%Trust have appealed the.decision of the Bw�ding Comrr lssroner-to refuse a!building pbrr nit for development of a single-€amily�dwelhng on < property addressed as 4591 �aknouth Road: Cot=d MA as show ion Assessorr s Map b24 as Panels 041001 hn aesientral F Zoin�yDfstnct 7.15`P M �' g trr �� Appeal 2006�07. ;Ca Puri' . y f w , ! ,� Thomas Crapizzi Jeann aprzzi Trus ees artd Tbf�omas Cap¢zi Jr.i Trusteesxof Thorbas Capizl Revocable Trust and Santo'Realty.Fst have;applied�for a Special Perrnrfpursuanf to Section 249594 Nonconformin CJse The-applicantssseekta reduce th`e area upon which e a nonconfor rng vse i§.ftYciated rid utrlrzW that area fob the dev400Mrent of a sr�gle fa ily �dwellrr g The subject lots are addresse' 457-5 and 45M Falmouth Road(Rduie 28 and 11645 Santuit Newtown Road Ca uituMA as showmon=Assessors Map 0 4kasTarS 3 041 OQ1 041�OQ2 and 031�®03 io a Residerati2l'F}Z nrng�stnet Theyapplie nt seekto devetopthe loadtlressed 4575 Falmouth Road"Map 024� Parce1041 00'i for single family use m.confor ancewith zoning ���$ - 7 15 RM a r Appeal 2006 008 r Caprzzi ;* s r �`"�l: w.i�.F,�x!' x v7.-3 .� ... Thomas Capizzr&Jeahne Ca rizzr:Trustees.;and Thomas Capizzr Jr Trustees of 7hoenas Capizzi�Revocable Trust aoud 8anfuit Real�ty��rost have applied for a Uanance to Secfiori. 240 94;N6nconformmg Use 'The applicants seek#o reduce the area ypon v�hreh anon conforming use'is located and% h ti ize#hatsar�a for fhe�eve10prnent of a single family dell: rng Tfisubect lots are addressetl 45Z�an 4591 Falmouth,Road(Route 28 artd i645 *Santuit=Newtown Road Coturt MA as shov�n on Assessor s Ma 024 as Pare Is 04t 001, j041 002anc�04'b 003 rn a Residential F Zoning District Che applicaritseek to'develop the lot<addressed.4575 Falmouth Road Map 024 Parcel 011 001 for single Family uge rh conformance with zorrng, TAN r � 7 30 P M.. "' ,Appeal 2006 009 ° � k 'Curt�c%Ea'gan r Alan B.Curtrc and Gail Eagafriave applied foa aSpeciaf�Perrnit pursuant to Section 240 91fM)for the'demolitron-and7ebu'ilding of rsmgle-family dwdlling on 616t under 10000 Q. sq -Jn area. The subject property is addressed 8 East Avenue Osterville MA:.as show on Assessors Map t39 as Pfarcel 0�5;inaa Residential Fit Zon rig District ' Theseublic Hearings willrbe held at the+Barrrst`abie 7owrr Hall',367 Maui Street''+kiyarnis MA Hearing Ra6m 2 d logy Wesdnesday4 January L8 2006 kP�ans ancfapplrcat ons may be revie edat fheZornnbBM d qfA�peals Office G"rbwth Managenient,Depaitment Town Offices;200 Main Street;,Hyannis ;MA: r; �.. Gail C.Nightingale,,Chairman Zoning Board of Appeals The 5amstable.Ratnot December 30 2005 and Jahuary'6�2006'` BARNSTABLE REGISTRY OF DEEDS r . The Commonwealth.of Massachusetts i ► Department of Industrial Accidents �� i ;; Office of Invvestigations 600 Washington Street \" ' = Boston, MA 02111 t www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information ^Please Print Legibly Name (Business/organization/Indivi dual): Address: CJ City/State/Zip: Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with ' "I 4,X I am a general contractor and I ,� 6. New construction ' employees(fall and/or part-time).1� have hired the'`sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. $ 7• 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 We surance ❑ W corporation and its 10.❑Electrical repairs or additions required.] officers have exercised their 3 I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions . myself. [No workers' comp. c. 152;§1(4),and we have no 12.❑Roof repairs insurance required.] t employees. [No workers' 13.El Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such, tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. \ Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: 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 STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hergkycertify under thepalgaindpenalties of perjury that the information provided abo a is true nd correct Si afore: Date: Phone#: Z 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#: l -Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual.,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if sub-contractor(s)names address es and hone numbers aloe with their certificate(s)of N necessary,supply su O O, O P O g �'Y� PP Y insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the , members or partners,are not required to carry workers' compensation insurance, If an LLC or LLP does have i required. Be advised that this affidavit may be submitted to the Department of Industrial employees,a policy s q Y P of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should confirmationg Accidents for8 ed to the city or town that the application for the permit or license is being requested,not the Department.of be return ty PP Industrial Accidents. Should you have an questions regarding the law or if you are required to obtain a workers Indus i Y Y compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. , The Department's address,telephone and fax number: The Commonwealth of Massachusetts - Department of Industrial Accidents Office of Investigations 600 Wasl>zngton Street Boston,MA.02111 Tel. #€617-727-4-900 ext 406 or 1-8.77-MASSAFE Fax#617-727-7749 Revised 5-26-05 w.mass.gov/dia 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 -yam 3 square feet x$96/sq.foot x .0041= p s from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/.sq.foot= x.0041= plus front below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0041= ACCESSORY STRUCTURE>120 sq. ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney �_x$25.00= -� (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost r=— Rev:063004 Affidavit of Substantial Financial Interest '� e I, - Zi w of f � p , on oath dep se and state A follows: 1. 1 am an applicant for a building permit for the property loca d at Map 2 , Parcel / The address of the property is 2. 1 have Q (, % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is , I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted 0 building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received V building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this a/ day of 200,/-. 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT f ' d f ® J f• f y f f 4 Western Surety G f. 9 G I f G tl F CONTINUATION CERTIFICATE ; f J b J b 9 f. f G i f. tl bWestern Surety Company hereby continues in force Bond No. 43250381 briefly f described as Builder Town of Barnstable for THOMAS CAPIZZI as Principal, in the sum of$ SIX HUNDRED TWENTY-EIGHT AND NO/100 Dollars, for the term beginning September 16 , 2006 , and ending September 16 2007 , subject to all the covenants and conditions of the original bond referred to above. This continuation is issued upon the express condition that the liability of Western Surety Company under said Bond and this and all continuations thereof shall not be cumulative and shall in no event exceed the total sum above written. Dated this 02 day of August 2006 o � WESTERN URETY COMPANY By n Paul T. Bruflat,SeAlor Vice President "• Q, = ` i f n ! f f i p n n i p 9 F THIS "Continuation Certificate"MUST BE FILED WITH THE ABOVE BOND. i G , G i i Form90-A-4-2002 i f - 9 f i Western Sure . Company , POWER OF ATTORNEY r., _ n. KNOW,ALL MEN B.Y.THESE PRESENTS That;WESTERN SURETY COMPANY; a corporation organized and existing under the laws of the State of bo 6tw Dakota; and.authorized and licensed,;to do'bu.smess"in the States of Alabama, 'Alaska,-Arizona; Arkansas, California, Colorado, Connecticut,. Delaware, District.of,Columbia;.Florida, Georgia,fHawaii -Idaho; lilinois,=Indiana,=Iowa; Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania,. Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make,constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota its regularly elected Senior Vice President as Attorney-in-Fact,with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: One Builder Town of Barnstable bond with bond number 43250381 for Thomas Capizzi as Principal in the penalty amount not to exceed: $628,00 Western Surety Company further certifies that the following. is-a-true and exact.copy ofs'Section 7•of the by-laws of Western Surety Company duly adopted and now in force,to-wit: .. , . • , r. , . . , r � • - Section 7.•All bonds,policies;"undertakings,Powers of Attorney,or other obligationsYof the corporation shall be executed in the corporate name of the;Company by the President;Secretary,any Assistant Secretary,Treasurer;or'any'Vice President,or by such other'officers'as the Board of Directors may.authorize: ,The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys-in=Factor'agents who shail have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers.of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Senior Vice President with the corporate seal affixed this 02 day of August , 2006 . ATTEST WE N �SU COMPANY By L.Nelson,Assistant Secretary Paul T. Bruict,Senior Vice President STATE OF SOUTH DAKOTASS COUNTY OF MINNEHAHA ; , On this 02 day of August , 2006 ,before me,a Notary Public,personally appeared Paul T. Bruflat' and, L. Nelson 4 who,being,by me duly sworn,acknowledged that they signed the above Power of Attorney as - Senior Vice.President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and'acknowledged said:instrument to be the voluntary act and deed of said.Corporation: " thyhhhhhyhyhhhhhh��,h�hyhh t 3 i s D. KRELL s SEAL) NOTARY PUBLIC SE� is SOUTH DAKOTA s Notary Public +�iyh�ih4hy�i�iyhy�ah�i�iyy5yh�i+ . My Commission Expires November 30,2006 I3� Form F1975-3-2006 ��M' Town of Barnstable o* Regulatory Services Thomas F.Geiler,Director . sAaRN Aar s, MASS. r� a639• ,�� Building Division A�Eo �a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: umber �^ street village "HOMEOWNER,: C A^ t'Z2 c r 1 4a— �Z-3S SO?—9?�{—�{ 7 a name GJ �� home ph e# work phone# CURRENT MAIIdNG ADDRESS /G tJ�k 0 "' P-4( )wits Ak_.kII Cf&- 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 require iients. f Signature of Hom Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section.127.0 Construction Control. . HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community: .Q:forms:homeexempt j r v s Permit Number. MECcheck Compliance Report Checked By/Date- Massachusetts Energy Code MECcheck Software Version 3.3 Release 1 c r Data filename: Untitled ' TITLE:Custom Champlain - r � a' CITY: Harwich y STATE: Massachusetts HDD:6058 . CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) r:. 1, t, DATE:07/10/04 DATE OF PLANS: 5/11/04 , PROJECT INFORMATION: a .r k Thomas Capizzi Sr, 1645 Newtown Road,Cotuit, MA 02635 .. va 9 ti COMPANY INFORMATION: F` SMR Associates,3754 Hoover Ave,Endwell,NY, 13760 (607)754-2812 NOTES: ,: , Country Log Homes,79 Clayton Road,Ashley Falls,MA 01222 COMPLIANCE: Passes a Maximum UA=315 Your Home=239 24.1%Better Than Code „ Gross . . "Glazing ` Area or Cavity Cont. or Door " Perimeter R-Value R-Value U-Factor UA' Wall 1: Log: 8"Diameter Logs 896; 30.0 1)9 i Window 1: Wood Frame,Double Pane with Low-E 154 0.320 49 Wall 2:Wood Frame, 16"o.c. z. 302 A9.0 3.4 ` 15 ` Window 2: Wood Frame,Double Pane with Low-E 21 s 0.320.".- 7 Wall 3: Log: 8" Diameter Logs 336 0.0 -{ 27,- Window 3: Wood Frame, Double Pane with Low-E M' 15 , " ~ 0.320 - 5 . 'Door.1:'Glass 40 r 0.320 13 ` 'Floor j': All-Wood Joist/Truss',Over Unconditioned Space 768 0.0 3.4-r 104' Boiler I:Gas-Fired Steam,92 AFUE �. .. ° x ,. COMPLIANCE STATEJMENT: The proposed building design described here is consistent with the building plans, q' M-specifications,and other calculations submitted with the permit application.' The proposed building has been M1 designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.3 Release I c and to com'1; , with the mandatory requirements listed in the MECcheck Inspection Checklist. ; n _a r r , s r The heating load for this building,and the cooling load 8 if pr�te,has been determined using the applicable . Standard Design Conditions found in the Code. The H� ected to heat or'cool the building shall be no greater than 123%offt de ' oad as specified'`� \ 1 � 10 and AA Builder/Designer ate ` <v ' lbG�THE$ jp�E��t lip l r "'"' QUITCLAIM DEED r WE. THOMAS CAPIZZI and JEANNE CAPIZZI, husband and wife, of 90 I-lead of the Pond Road, Marstons Mills, MA 02648,` for consideration of NOMINAL CONSIDERATION, ,,rant to THOMMAS CAPIZZI and JEANNE CAPIZZI, Trustees of the Thomas Capizzi Revocable Trust Agreement ut/d/t dated October 24, 1994 and recorded herewith of 90 Head of the Pond Circle, Marstons Mills, MA 02648 with QUITCLAIM COVENANTS, xia i a certain parcel of land, together with the buildings thereon, situated in Barnstable (Santuit), Barnstable Countv, Massachusetts, being bounded and described as follows: PARC K L 1: Beginning at the junction of the County Road leading from Santuit to Marstons Mills and the road leading from the late Abijah Baker's to Cotuit; thence running by the last named road for a distance of 132 feet to a stake, thence SOUTH 77' WEST for a distance of 132 feet to a stake; thence NORTH 2° EAST for a distance of 132 feet to the said County Road leading from Santuit to Marstons Mills and; thence by the said County Road to the first mentioned bound and point of beginning. P'A KL-11,1: Beginning at the northwesterly corner of the granted parcel at the road leading from Cotuit to Newtown, adjoining the Southeast corner of Parcel I hereinbefore i described; thence Southerly by said Newtown Road to an old road or land now or, F formerly of the heirs of E. J:Lovell; thence Northwesterly by said old road or said°,14,, ' land now or formerly of the heirs of said Lovell and land now or formerly of i Joseph Folger to the County Road leading from Santuit to Falmouth; thence Easterly by said County Road leading from Santuit to Falmouth to said Parcel I hereinbefore described; and thence Southerly and Easterly by said Parcel 1 hereinbefore described to the first mentioned bound and point of beginning. PARCELS I and lI combined containing an area of five (5) acres, more or less. f XC1. PTING AND RESERVING from this conveyance, however, so much of the above described two parcels, or either of them, as was conveyed by Frederick B. C. Pinkham by a deed i given to Cape and Vineyard Electric Co. dated May 20, 1929, recorded with Barnstable County I Deeds, Book 464, Page 468. Subject to all other rights and easements of record. =E . i For title, see deed dated and recorded in Book Page WITNESS our hands and seals this day of 1995. «,ra _ -- Thomas Capizzi d�arie Capizzi '~r COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, ss. Date: _I"�� "Then personally appeared the above-named omas Capizzi and Jeanne Capizzi, and <<` , acknowledged this instrument by them sealed and sobs ribed, to be their free act and deed, ; f � before me. yJ • Notary Public My Commission Expires: ri;;acrirldfl,9l;aircwun��tllcryrps.tfx , i ..i r w}t i�ra +t Z . i i 9 i _ I 2 9 Date: 6/13/2006 Time: 8:40 AM To: @ 9,1,5084281547 R&G Ins. Agcy. Page: 001 Client#:47298 CAPIHOM- ACOR&I CERTIFICATE OF LIABILITY INSURANCE 06/13/s°`"'`' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Rogers&Gray Ins.Agency, Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 434 Route 134 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.0.Box 1601 South Dennis, MA 02660-1601 INSURERS AFFORDING COVERAGE NAIC# INSURED wsURERA: National'Grange Mutual Ins.Co. Capizzi Home Improvement,Inc. INSURERB: GUARD Insurance Group Capizzi Enterprises,Inc. INSURER C: 1645 Newtown Road INSURERD: Cotuit,MA 02635 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: LTR INS TYPE OF INSURANCE POLICY NUMBER DATE OLICYMM/DDnVE POLICY MMIDDnON LIMITS A GENERALLIABILrrY MP010707 06108106 06/08/07 EACH OCCURRENCE $1000000 . X COMMERCIAL GENERAL LIABILITY - - DAMAGE TO RENTED rice PREMISES(Ea occurne 1 $500 OOO. CLAIMS MADE a OCCUR MED EXP(Any one person) $1 O 000 PERSONAL&ADV INJURY $1 000000 GENERAL AGGREGATE s2,000,000 toucy AGGREGATELIMITAPPLIESPER: PRODUCTS-COMPIOPAGG $2000000 LOC A AUTOMOBILE LIABILITY M1010707_ 06/08/06 06108107' COMBINED SINGLE LIMIT ANY AUTO (Eaaaldent) $500,000 I ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (Per person) $ X HIRED AUTOS BODILY INJURY $ i I X NON-OWNED AUTOS - (Per accident) - X Drive Other Car PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC, $ AUTO ONLY: - AGG $ A EXCESSNMBRELLALIABILmT CU010707 06/08/06 06/08/07 EACH OCCURRENCE s5,000,000 X OCCUR CLAIMS MADE a AGGREGATE s5,000,000 DEDUCTIBLE $ X RETENTION $10000 $ B WORKERS COMPENSATION AND CAWC702365 12/25/05 12/25/06 x WC nRY11mrr o R I EMPLOYERS'LIABILITY - ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT. - $500,000 OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $500,000 Ifyes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAL In DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATNEs. AUTHORIZED REPRESENTATIVE ACORD 25(2001108)1 of 2 #M22681 MEE 0 ACORD CORPORATION 1988 Le: 12/22/2005 Time: 10:30 AM To: Maggie @ 9,1,5084281547 R&C Ins Agay. Page: 002 CAPIHOM ACORD. INSURANCE BINDER DATE 12/22/05 THIS BINDER IS A TEMPORARY INSURANCE CONTRACT, SUBJECT TO THE CONDITIONS SHOWN ON THE REVERS SI DE I D E OF THIS FORM. PRODUCER PHONE. 5 0 8—3 9 8—7 9 8 0 COMPANY - A!C N Ext: BINDER# FAX A1C,No; GUARD Insurance Group IAPP231655 - Rogers & Gray Ins . Agency, Inc DATE EFFECTIVE TIME DATE EXPIRATION, E TIM 434 Route 134 X AM XE:110AMP . 0. Box 1601 12/25/05 12 : 01 12/25/06PM ' South Dennis, MA 02 6 6 O—16 O 1 THIS BINDER IS ISSUED TO EXTEND COVERAGE IN THE ABOVE NAMED COMPANY CODE: SUB CODE: 4- PER EXPIRING POLICY M. AGENCY 47298 DESCRIPTION OF OPERATION (including Location CUSTOMER ID: ( 9 ) INSURED Capizzi Home Improvement, Inc.. Building Remodeling Contractor Capizzi Enterprises, Inc . 1645 Newtown Road Cotuit, MA 02635 COVERAGES LIMITS TYPE OF INSURANCE COVERAGEIFORMS DEDUCTIBLE COINS% AMOUNT PROPERTY CAUSES OF LOSS BASIC BROAD❑SPEC GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES $ CLAIMS MADE OCCUR --- MED EXP(Any one person) $ - .. PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ RETRO DATE FOR CLAIMS MADE: PRODUCTS-COMPIOP AGG $ AUTOMOBILE LIABILITY - - COMBINED SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS - PROPERTY DAMAGE $ HIRED AUTOS MEDICAL PAYMENTS $ NON-OWNED AUTOS r. _ PERSONAL INJURY PROT $ UNINSURED MOTORIST $ $ AUTO PHYSICAL DAMAGE DEDUCTIBLE ALL VEHICLES SCHEDULED VEHICLES ACTUAL CASH VALUE COLLISION: - STATED AMOUNT $ OTHER THAN COL: OTHER GARAGE LIABILITY .r AUTO ONLY-EA ACCIDENT '$ ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE- $ EXCESS LIABILITY - -EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM RETRO DATE FOR CLAIMS MADE: SELF-INSURED RETENTION $ WC STATUTORY LIMITS WORKER'S COMPENSATION AND E.L.EACH ACCIDENT $S O O, 000 EMPLOYER'S LIABILITY E.L.DISEASE-EA EMPLOYEE s500, 000 E.L.DISEASE-POLICY LIMIT s5 O O, 000 SPECIAL CONDITONSI - - FEES $ OTHER TAXES COVERAGES $ ESTIMATED TOTAL PREMIUM $ NAME&ADDRESS MORTGAGEE F 70DNALINSURED LOSS PAYEE LOAN# AUTHORIZED REPRESS TAT�Ir E T. mpPai ,elEdit Page 1 of 1 « ski �� a► e � / Logged In As: Tuesday, November 21 2006 Frank Schlegel New Par Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 024 3 041,1111, 001 Street Number: 1647 Unit: Dev Lot: 11,2 & PCL A,B Road Name: SANTUIT-NEWTOWN ROAD ���°` T/R. Sec. Road: JfALMOUTH ROAD/RTE 28 T/R: Villfage: 07 Cotult Part of M/P: Map 024 Parcel 041-001 &041 002 Plan Ref: (7*-1 R-31 & R 31A) PLBK 434/13 & 613/87 Date Added: Updated: ^Updated Delete AddAnother;;; �....,. x,. �� ..,s, I v V I^ J c J� Nj V` http://issgl/Intranet/Propdata/TempPareelEdit.aspx?ID=Add 11/21/2006 BOOK1lLPAGEg ' necuvt0 r;:O Rsrnroc0 TOR REGISTRY USE ONLY LOCUS MAP 0' NAP PARCElS 41-.1 OI AND 4I-02 ZONI10 OT S V1�QNl NIN,ABTA:2 2 AC AC,IT,MIN FRONTAGE`150' a 9� 6 µjOY EN Oti MIN SETBACKS )JO'-15'-I6' WATER PROIEC1ION 10N DISTRICT ROV P�Jrata E�^�Goa.,EwN O IPOe'3G,? A hE o �\ N61 .yl LOCUS m- ASSESS ORS MAP 24, PARCEL 41-2 " LOT 2 5 N/F THOS.CAPIZZI,TRS. q5R ASSESSORS MAP 29, PARCEL 41-3 BAM LOCUS z ASSESSORS MAP 24, t tim 3 PARCEL 41-2 A N/F JEANETTE SHAPIRO ���$ LOT 1 RESULTING RECOMBINED LOT z MAP 24, %P AREA: 131,0391 S.F. R PARCEL 42 3.01t ACRES N SHAPE FACTOR: 19.85 j a \ PROPERTY BOUNDARY IS CENTERLINE i.� G SBD'45'S3'E OF WOODS ROAD,LINES SHOWN ARE \ '° IY SFII A A. ]3.20' ME PE LINES. WrT \N p\Ao No ARDER _ �£ VEGCIAIED JJ>O YS\ ,6 PARCEL B ' b �„ \ A b •Roeo \2S �J ASP �` DStIB - 9B&�0}P ' \ PARCEL A S86'27•50'W , N/F COMMONWEALTH ElECWC - MAP 24, I IN--nuT tors nwN NAS octx PaEPAnEo CONE E RULES AND FEGUUnONS DARNSTAOLE PLANNING BOARD - PARCEL 90 cr RlE Ii s os PANNING BOARD AM'ROVAL \\B7B' D'UNDER TIE SUROINSION T) O3• Ut},t^ ROBB YKES.PRO AL UN0 SURKYTM_TRIX TIT NOT REOWREO B � OXKER Artl APRKNR:IHOM J�AHNE LWR/1RI/StRS'. LRAPIRL SL THOMAS GPIZZI REVOG6U C TRUST UST DFLO R6£RENLE!BMNSTABIL CDUMY R[CISIT'OF DEED; PLAN OF LAND BOOK B)I5,PAGE B5. IN BflNC A RECONBINAROIJ OF LOTS ONE AND TWO,AND COTUIl MA. PMCElS'A-0 B,AS SHOWN ON"PUN OF VND, tors 1,2 A;VAT HGNxAY-ROUTE 2e,SAIIW UE,w• PREPARED FOR waD wr Iz Iced AND APPROhD wY Ix I., THOMAS CAPIZZI, SR. DATE: ZONE W.MIN.AREA-A4560 Sf.MN.l O1DACE-I50' NOVEMQER 1,2006 SCALE: 1 00' N0 OCTCRMIwnON AS TO COMPt4wCC EASTBOUND LAND SURVEYING,INC w M INE ZOxINC ORpwLi R[OUIRCutNis P,0.BOX 442,FORESIDALE,MA 02644 145 BCCN IUDF OR INICNOCO BY INE ApOVC ENOORSCMENI. IEL.:508 4]]-451I PROJECT EDOAOJ U1fL:EORMA edoKyll'y—M I ml LOCUS 1-000. LOT 51 Sr9rF AW xm REO �rE itxr \\ 9��90LT ixE maxsi.as 9OARo c a wrvw r \ \ LOT 2 . q \ ' 52901-SF 'V' . 1. anA¢ rs ro eE¢ocioenTO 1AH fro - \ zOAT 3 nxo mMeixeoPwnx i.or�x. / \ = F PARCEL A PARCEL 8 20261_5F xOMxt 015iwCi........:xF PLAN OF LAND.. LOTS.1,2 a 3 OWNER/APPLICANT laOt STATE HIGHWAY—ROUTE 28 < HOMIS A JEAN.UP- 15 5 SANTNT-NEW70WN ROAD BARN_STABLE, MA UUIT,MA 02651 — P+ ARROW ENGINEERING-INC. 10 CAPE DRIVE, E SUIT B MASHPEE,,:MA 02649 LOCUS LEGEND �OGf 99 PROPOSED CONTOUR N le 2a 99 PROPOSED SPOT GRADE S s R _ -94i s 92 EXISTING CONTOUR i I -- COW -EXISTING OVERHEAD WIRE —W— PROPOSED WATER SERVICE tn' V-/08 ✓ �, WETLAND FLAG LOCATIONTP 6� 0 r Ah��J TEST PIT 'PO LOCUS MAP N.T.S. MAP 24, 10 PARCEL 40 PLAN REFERENCE PLAN OF LAND, LOTS 1, 2 and 3, STATE HIGHWAY•.- ROUTE 28, MAP 24 0 BARNSTABLE, MA, BY ARROW ENGINEERING,,wc;,.DATEn..•5/12/1987.,,, PARCELS 41-1 & 41-2 - •\ RESULTING RECOMBINED LOT 4 1 AREA: 131,0393 S.F. V-102 Nag 3.01f ACRES , V-/09 11p' I, i Q u SHAPE FACTOR: 19.85 j i OF 'I I I I •I. I \ OF M i/ ROBB c / FgRt EL 41 2 ''I $ ~ i N37 39"58 1 105 SYK ES fA{' __ 'j 8�)I'76zS I i I �•� ,i I ~` s'PNo. 354181 tr\ r-,aA7YD V107 wa Dz 4pW ♦ It -/ cv 1. 1. WP7LWD L24, . w /Qk V410 9 ,� I PARCEL41-1 E J K'a TA WS - - 6 PETER T. o Gs„ - - . M C)NTEE --_ ._ J 1 a m. No. 35109 _.171.3' LINE(TYP) v gFClS(F�� �Q v PROPERTY LINE IS 1 SS C `8(, CENTER OF ANCIENT WAY 1 1P4xY 95'_-__ ', t�69 a''W O \ f o - _•fP=2 I _ 15'SETBACK LINE `i - 1 -A �,'r - U�rfp PLAN REVISIONS _ -.- ,• _ _ SA2,57•yO�E 100� 0 W 3/31/05 Added wetland flagging by VACCARO Environmental Consultants. - -- 9y.p6 SD rN' 5/21/05 Revise proposed building location and septic system. al_ ANC 9/07/05 Revise proposed building location and septic system. ---'I'-------- - S2 -— 6/09/06 Revise proposed building location and septic system. 544•g2-5 :..-= 70077,E 7/05/06 Revise proposed buildinglocation and septic system. W-_ y,-=- TIE LINE(TYP) BENCHMARK _- 2 7 _ PIKE IN TREE WETLAND DELINEATION N s PROPOSED SEPTIC SYSTEM SITE PLAN ;.,,y�--' EL.=66.8 NGVD) Eastbound Landsurveying, Inc. • u- - PROPERTY LINE IS Forestdoale4 MA 02644 -- - CENTER OF ANCIENT WAY MAP 24, 4591 FALMOUTH ROAD,.. COTUIT, MA PARCEL 42 (508) 477-4511 Prepared for: Thomas Capizzi, 90 Head of the Pond Lane, Morstons Mills, MA 'ZONING CLASSIFICATION: ZONE RF AND Engineering by: Sui-ing by: SCALE DRAWN JOB. NO. Eastbound BACKS. FRONT YARD=100'ALONG ROUTE 28 CARO Environmental Consultin = -SET ( ) FLOOD PLAIN DATA VAC a IPonEr P.T.M. T48 O6 9 I/I1 C— Lands 1„-40' SIDE/REAR YARD=15' FIRM PANAL 250001 0021 D P.O. Box 955 tz weal Crosatleld Road ,{�B• lnc. P.O. Box 44 FRONTAGE = 150' � REVISED JULY 2, 1992 Snadwieh, MA 02563 Forostdale,MA 02644 Foreatdole,MA 02644 _ DATE CHECKED, SHEET N0. AREA = 43,560 SF (, ACRE) Zone "C" (508) 888-5855 (5oe) 477-5313 (Soe) a77-asn 7/5/O6 P:T.M. 1 Of 4 BUILDING HIEGHT = S30' - NOTE: TO PREVENT BREAKOUT, THE-PROPOSED F.G. EL: 67.0 FINISH GRADE SHALL NOT BE < EL:64.0 T.O.F. FOR A DISTANCE OF 15'. AROUND THE ELEV.=70.0 PERIMETER OF.THE S.A.S. F.G. EL.=68.Od: - F.G. EL: 6B.Ot F.G. EL: 67.,T - • � MAINTAIN 29. MIN SLOPE OVER S.A.S. 36" MAX. COVER ' INSTALL RISER OIER D-BD%TO - INSTALL RISERS OVER INLET& OUTLET - WITHIN a"of FINISH MAD e - OVER CHAMBER/S L -10' TO WITHIN 6"OF FINISH GRADE SHOWNL ONSPLAN AND SET COVER/S aILE,PIPES saaL L 13'(MAX) WITHIN 6" OF FINISH GRADE 4"SCH 40 PVC -. .. .. 4"SCH 40 PVC BEE sz LA,rEEI EAII 4" SCH 40 PVC - 2"LAYER OF 1/8" TO 1/2" ' ®S= 2% MIN. 14. ®S= 1R MIN. a RETaaa saaa INV.EL: =66.00 (MIN.) (MIN.) ®S= aaa�ra ra r3a DOUBLE WASHED STONE , 4 PROPOSED aaaaaaa 1500 GALLON 2' EFF..DEPTH F 3/4"-1 1/2" ' SEPTIC TANK - = 4 5.2' -I 4 DOUBLE WASHED INV. ELEV.-63.50 �' . ....-_. ,._.� INV.EL: 63.70 D-BOX EFFECTIVE WIDTH - 13.2' STONE - - INV:EL: 65.75 W/ INLET TEE. INV.EL: 63,63 9-500 GALLON LEACHING cHAMeERs INSTALL INLET& OUTLET TEES INV.EL: 65.50 RAT 01 IN<RI WRH ttON AI I SID S GAS BAFFLE TO BE INSTALLED ON - OUTLET TEE AS MANUFACTURED BY TOP CONC. ELEV.=64.3 -BREAKOUT ELEV.=64.0 TUF-TITE, ZABEL, OR EQUAL INV. ELEV-63.50 IR1414eBaa SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=61.50 4' 2 %8.5' = 17.0' 4' - r - - GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED - - STONE BASE, AS SPECIFIED 1N 310 CMR 15.221(2). '5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH =-25.0' ` T.P. EXCAVATION OR G.W. .. SEPTIC- SYSTEM PROFILE LEACHING SYSTEM SECTION NO G.W. ENCOUNTERED of ,yq BOTTOM OF TP-t EL: 47.0 •' ,W SggrryG N.T.S. I DESIGN CRITERIA o2 PETER T. o McENTEE CIVIL SOIL LOG NUMBER OF BEDROOMS: 2 BEDROOM_S J No. "y It.,LOG TYPE: - CLASS I SS/ G� DESIGN PERCOLATION RATE: 2 MIN./IN: DATE: JUNE 16, 2003 (REF.#P10,482) _ . y GENERAL. NOTES: _ SOIL EVALUATOR: ROB SYKES PLS, CSE DAILY FLOW: 220 G.P.D. �� WITNESS: SAM WHITE-HEALTH AGENT DESIGN FLOW: 330 G.P.O 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BARNSTABLE B.C.H. GARBAGE GRINDER: NO BOARD OF HEALTH AND THE DESIGN ENGINEER. LEACHING AREA REQUIRED: (330) 445.9 S.F. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS Elev. TP-1 Depth Elev. TP-2 Depth OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 59.0 0 0" 65.0 0 0' - .74 LOCAL RULES AND REGULATIO NS.NS. PROPOSED SEPTIC TANK: 1500 GALLON, 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 58.7 B 4" 64.5 B 6" DESIGN ENGINEER. LOAMY SAND LOAMY SAND USE 7-500 GALLON LEACHING CHAMBERS IN SERIES 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 10YR 6/8 7.5YR 6/8 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 56.0 C1 36" 62.5 C1 30" SIDEWALL AREA: 2(13.2' + 25.0') X 2 = 152.8 S.F. LOAMY CLAY SANDY LOAM ENGINEER BEFORE CONSTRUCTION CONTINUES. - -BOTTOM AREA: 13.2' x 25.0' = 330.0 S.F. 5. ALL ELEVATIONS BASED ON NGVD. 10YR 6/3 10YR 6/2 TOTAL AREA: 482.8 S.F. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 55.0 C2 48" 62:0 C2 36" THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD Of DESIGN FLOW PROVIDED: 0:74(482.8) = 357.3 G.P.D. - HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 94„ COARSE PERC - 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. SAND COARSE 106" 1OYR 7/4 PI REVISIONS ' 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN t 50' OF THE S.A.S. SAND SEE SHEET t OF 4 9.AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A 10YR 6/6 CONDITION ACCEPTABLE TO THE OWNER AND APPROVING AUTHORITIES. 47.0 144" 53.0 144" PROPOSED SEPTIC SYSTEM/SITE PLAN 10. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING _ NO G.W. ENCOUNTERED 4591 FALMOUTH ROAD, COTUIT, MA CONSTRUCTION. PERC RATE < 2 MIN/IN. ("C2" HORIZON) ' 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS SOILS SHALL BE EXAMINED AT TIME OF INSTALLATION Prepared for: Thomas Capizzi, 90 Head of the Pond Lane, Morstons Mills, MA IN THE AREA BENEATH AND FOR 5 Fi. ON ALL SIDES OF THE S.A.S. TO VERIFY THE CONSISTANCY WITH REPRESENTATIVE Engineering by: Surveyying by: SCALE DRAWN J08. N0. SOILS DISPLAYED ABOVE. Landsaund AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). � � EIIg1nBBdllgWOrib y�ndsurveytn� Inc. NTS P.T.M. 148-06- 12. SUBJECT SITE LIES WITHIN THE WELLHEAD PROTECTION iDISTRICT. 12 West Crosafleld Rood P.O. Bo% 442 -' Forestdole, MA 02644 Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 (508).477-4511 9/30/04 P.T.M. 2 of 4 7,9 � VK WT 10—6,. z+t a ° x� cJ}Y.4" GRAVITY ,III OUTLET TYP. - (3) 4" DIA:OUTLETS — — INVERT ®®®® O ®®®® r-----7 �2" ®®®®®®®®®®® _ 3 — 20" Dia. Covers r 4 GRAVITY 4" GRAVITY . 24" ®®®®®®®®®®® 33" - l &. OUTLET(TYP) INLET(ttP.) ®o�®®®®®®®® // 1 1 2- 5, g„ l T 6 B" EC # Y. H-10 LOADING T14 2" _ N =1 ems+ FILL UNUSED KNOCK—OUTS w: PLAN_ WITH MORTAR SECTION 4-KNOCKOUT Top View 20"DIA.COVER 'S `�`• O/ . `` DISTRIBUTION BOX KNOCKOUT 4 KNOCKOUT 62" 4" 4" Dia. Inlets ^' y r 3z 4" Dia. Inlets �,. N.T.S. 4"KNOCKOUT 0 P - :s.CONSTRUCTION SEQUENCE LAN _ �� Q E 5'_g" ¢'_7' 4g"Liquid Level ¢'—¢., �, •^r: �t 500 GALLON CAPACITY, H-10 LOADING• _ �, •b. 9.=STAKE OUT.LIMIT OF WORK. 4" 3" 2 INSTALL EROSION CONTROL MEASURES INCLUDING HAYBALES BACKED CHAMBERS _ - - -"` BY,TRENCHED—IN SILTATION FENCING. - - ..3. CLEAR AND GRUB ALL SELECTED TREES WITHIN THE LIMIT OF WORK. - w.xk4 EXCAVATE FOR BUILDING FOOTINGS AND FOUNDATION. Section 5.STOCKPILE EXCAVATED MATERIAL UPGRADIENT FROM PROPOSED HOUSE. ui"....6.POUR BUILDING FOOTINGS AND POUR FOUNDATION WALLS. 1500 GALLON CAPACITY, H-10 LOADING 7. BACKFILL FOUNDATION AS DIRECTED BY BUILDING INSPECTOR. ,$..EXCAVATE' INSTALL AND BACKFILL ROOF DRAIN'WITH PVC DOWNSPOUT ; SEPTIC TANK -'LEADERS. PROVIDE SILTATION FENCE BACKING N.T.S. -.:.9. EXCAVATE, INSTALL AND BACKFILL PROPOSED SEPTIC SYSTEM. � - DOWN GRADIENT SIDE OF HAYBALES ,10. BUILDING MATERIALS SHALL BE DROPPED AND STACKED WITHIN THE EXISTING DRIVEWAY FOOTPRINT OR OUTSIDE BUFFER ZONE. DOUBLE ROW OF STAKED HAYBALES �1t1.AFTER ROOF IS FRAMED, INSTALL CRUSHED STONE FRENCH DRAIN ALONG GUTTER LINES TO PROMOTE INFILTRATION AND LIMIT RUNOFF. 1"X7"X3' OAK BEANPOLES 12. COMPLETE FRAMING, ROOFING, SIDING,. PAINTING OF EXTERIOR TRIM (2 PER SALE) AND INTALLATION OF GUTTERS CONNECTED TO GUTTER DRAIN LEADERS. 13. RESTORE AREAS DISTURBED BY CONSTRUCTION AS THEY OCCUR, TO PROVIDE CONTINUOUS MITIGATION. ' 14. FINISH GRADE ALL OTHER DISTURBED AREAS AS SHOWN ON PLAN AND STABILIZE AREAS.WITH LOAM, SEED AND EROSION. CONTROL BLANKETING. BINING OR DTWNE IRE if, tit lit (f RUNOFFD t It r f« _ PLAN REVISIONS . it ( � jt ( � �' SEE SHEET 1 OF 4 PROPOSED SEPTIC SYSTEM SITE PLAN SEDIMENT LADEN 4591 FALMOUTH ROAD, COTUIT, MA : RUNOFF Prepared for: Thomas Capizzi, 90 Head of the.Pond Lane, Marstons .Mills, MA SILTATION FENCE SHALL BE TRENCHED IN AND BACKFILLED Engineering by: Surveying by: SCALE DRAWN JOB. NO. SILTATION BARRIER E"g'" "g�°'*' Landsuivey� N.T.S. P.T.M. 148-06 12 West Crossfield Rood p.0.So.4a2 Lne. Forestdole,MA 0264-4 Forestdale,MA 02644 DATE CHECKED SHEET N0. (506) 477-5313 (506)477-4511 k" - - - - O �y 1 yy ' C III A A. �2V N/F THOS. CAPIZZI, TRS. ASSESSORS MAP 24, mad �O PARCEL 41-3co t - ,3.J9 h e 65 �C/ mV Sag 02,4j P s29 2p Locus yy, v n^o ASSESSORS MAP 24, QJ0 2 PARCEL 41-2 LOT 2 RESULTING RECOMBINED LOT i AREA: 131,039t S.F. PARCEL B 3.01 t ACRES \ \N�o242 Ev t§ SHAPE FACTOR: 19.85 h a��,H °F MASr9y ROBE G� SYKES No. 55418 739,87' V �n_ �N37• o N/�COMMONWEALTH ELECTRIC h LOCUS —Na9.0Ta2"w MAP 24, ASSESSORS MAP 24, 710.73' PARCEL 40 = PARCEL 41-1 sop 10, PLAN REVISIONS •ss•`'F SEE SHEET 1 OF 4 PARCEL A PROPOSED SEPTIC SYSTEM SITE PLAN N44.52'50yy _....� add'-' LOT 7 f 4591 FALMOUTH ROAD, COTUIT, MA 172.11' , N/F JEANETTE SHAPIRO N2p7 82605 W Prepared for: Thomas Capizzi, 90 Head of the Pond Lane, Morstons Mills, MA O. PARCEL 42 /MAP 24, 7p07,0 y' N6,$�g5 �iEngineeHeStMg)Vonls L."tbou-digve eng Inc.ng by: CA LE 60 DRAWN JOB. 0 J y P.T.M. 148-06 _/�/ t2 West Crossfiela Road p,0. 8om 442 PATE CHECKED . SHEET N0. PROPERTY BOUNDARY IS CENTERLINE --N42'57'20^W Foreetdale, MA 02644 Forestdale, MA 02.4 OF WOODS RE TIE LINES.SHOWN ARE. _._—99 06,----_.__��.--�' (508) 477-5313 (508) 477—a5t t 9/30/04 P.T.M., 4 Of 4 O GENERAL LOG HOME CONSTRUCTION DETAILS o L FOL. F Z COUNTRY LOG HOMES ABBREVIATIONS REFERENCE SYMBOLS, GENERAL NOTES NOTES a AND INSUL INSULATION f DRAWING NUMBER All work shall comply v.4th state and local b.Dimensional lumber to.be#2 SPF Smoke detectors required on every J a ANGLE INT INTERIOR codes and ordUiailces,and shall be done or greater unless otherwise specified. floor of the house including the Q ® AT` L LENGTH BUILDING SECTION X to the highest:tandards of craftsmanship.. basement and nearbath areas.'' )— - SPF,=Fb=1150psi,E=1;400,000 D DAMEiER LAV LAVATORY Required in all bedrooms. W DEGREE LF OR WALL SECTION RA3.1 SHEET These notes are recommendations only and. C Duet settling overtime,extra LINEAL FOOT r-':SAME SHEETS D log Se tiing a - POUND OR NUMBER Lw. .rfw1INATmvENEEFLLUMBEB' REFERENCE :should be.revis'wed by contractor to insure care should be taken in flashing all roof Dimensions drawn'to the log walls are .- n SQUARE FOOT.. MAX MAXIMUM compliance will i stated.codes and site penetrations,`such as chimney,vent to the edgebull t of tenon cut and/or the' Z AS - ANCHOR BOLT .MECH: MECHANICAL conditions. Ccptractor is responsible for inside edge Of the log tongue. AFF ABOVE FINISH FLOOR MFR' MANUFACTURER - DRAWING NUMBER meebn all cote requirements. - stack,etc.with a system flexible enough Detail sheets are general details; - O 9 to accomodate this movement-3"min. where there-is a discrepancy be detail ARCH ARCHITECTURAL MIN MINIMUM Due to the nature.of the work it is extremely � ` EXTERIOR ELEVATION X critical that all Yades be coordinated b the d.On roof pitches less than cement se half sheets and A sheets the Information on U BD BOARD -' '' NISC MISCELLANEOUS - �� SHEET NUMBER _ W f � ' eLOG BUILDING. .Kim ��p _ y the A she ill supe cede. U c-:SAME GC,and/or owner. Mechanical,plumbing, lap#15 felt paper and cement seams BLKG BLOCWNG MTL METAL REFERENCE RA2.1 be P 'BM BEAM - � -�and electrical subcontractors should con- over entire root. On pitches�4/12 or p/� NIC NOT IN CONTRACT tact G.C.andicr owner before beginning greater,half lap and cement seams 36" DRAWING INDEX BO BY OWNER OR OTHERS 'NOM NOMINAL-' DRAWING NUMBER -work to insuro no conflicts occur In the .beyond Windstops,at all eaves,and at, Bar BOTTOM NTS `NOTTOscALE X. work being pecormed. < CENTERLINE oc ON CENTER DETAIL REFERENCE RAX.1 SHEET NUMBER he;rise noted,HVAC,.plumbing, roof intersections. CLG CEILING. SAME SHEET) Unless oti..T' P 9� OPH OPPOSITE HAND and electrical<ystems designed by others.' e..lnterior partitons are 2x4@16",o/c with_ CS COVER SHEET Q COL COLUMN P PLATE D1 LOG ASSEM/RELATI'ONSHIP COMP COMPOSITE pLyyyp PLYwooLi - - - - Dowments.are drawn to meet or exceed 5/8"drywall both sides except where (� CONIC CONCRETE - - the intent of BOCA,SBCCI,UBC,and ICSO separating-garage from living space where' D2. WALL SECTIONS PR PAIR model building codes: Local and/or site 03 SLAB/GARAGE FND DETAILS CONT CONTINUOUS PSF POUNDS PER SQUARE FOOT 'S/BP firecode drywall required both sides. D4- ROOF DETAILS cond.may re lire these specifications to be CRS COURSE PT. PRESSURE TREATED y require Where insulation IS required use R,19min. - �DBL' - DOUBLE REINF REINFORCING - revised to achi�:ve code compliance.' DS DORMER WA DETAILS DIET DETAIL MATERIAL SYMBOLS f..Waferresistentgypsumbackerboard. RM ROOM DO NOT SCALE E drawings.Use written dimen- D6 DORMER WALL SECTIONS DIM DIMENSION s required in bathroom,shower,spa,and W . RO RouyFloPErlINc sions only: Contractor verify all dimen- D7 DORMER DETAILS DP DEEP other areas where moisture can buildup. swscHEouLE sions,if`questiuns contactmanufadurer. D8 WINDOW/DOOR DETAILS,. W DWG DRAWING - MASONRY 3. Lo ImberCanstructlon. ... co SECT sEcnoN 1. Foundation � D9 PARTITION DETAILS EXISTING Sim EA EACH SPEC sPecwcno+s CONCRETE a.Fourda5cn follows general design a.Allowable Stresses 010 CHIMNEY TO LOG DETAILS � _ EL.Ec ELECTRICAL SOFT. SQUARE FEET �- practices. Reo/Whde Pine-Fb-950psi,Ft=550psi LU F ED EQUAL .STD STANDARD - - INSULATION(LOOSE OR BATT). b.Size,loca'ion,and material of base- Fv=.70ps1,Fcp=280psi,FcPp=675psi, _ > C e=1.2x10 psi. a Exr EXTERIOR, ment windows and/or vents by others P O o FON FOUNDATION y�. TONGUE a GROOVE .INSULATION(RIGID) or local,code. Hemlock=Fb=1150psi,Ft=775psi,Fv=80psi C) u FIN FINISH :TOF TOP,OFR.00R - c.Soil Bearing compacity:2000psr Fcp=550psi,Fcpp 800psi,e=1.2x10 psi J_ .o �. LLOOR TOI TOP OF JOIST `EARTH Concrete Strength:F�3000 si 28 days Q .FOE:� FACE OF FRAMINGIFINISH g P. @ y b.All log rafters and:joists are 6x8miri C.S. Tos .TOP OFSLABISTEEL...' Foundation depth:See Sht.A3 FDIC FUR MBHED BY OWNEA, TOW TOP OF WALL - ROCK FILL, P c:Refer to manufacturer supplied construc- - W U INSTALLED BY CONTRACTOR �. TYPICAL 2. Framing: ALL CONVENTIONAL NOTICE OF PROPRIETARY RIGHTS: O w FRAMING,SHEATHING,AND FINISH tion manual and technical assistance for FRM. FRAMING. UNO UNLESSNOTEDOTHEMSE GYPSUM WALLBOARD ❑ log package assembly details., INFORMATION DISCLOSED HEREIN IS THE o FT FOOT OR FEET VERT VERTICAL MATERIALS SUPPLIED BY OTHERS. - PROPERTY OF COUNTRY LOG HOMES.NO Oil FOOTING ,N _ �- FINISHED WOOD - - 4':Floor/Roof Loads a GA GAUGE WIdTH a:All framing,floor underlayment,sub- RIGHT IN OR LICENSE TO USE,DISCLOSE, wi. WITH STRUCTURAL WOOD a.First floor designed for40psf Live Load 3 •GALV GALVANIZED flooring,and roof sheathing to be installed -.SE PRODUCE IN S OLEOR IN PART THIS wD wooD � CONTINUOUS MEMBER) b.2nd Floor designed for 30psf Live Load SET-OF DRAWINGS ORTHE CONTENTS OR: GSM GALVANIZED SHEET METAL ( in accordance with the specifications in - ..C/C' WOW WINDOW c.Roof Load designed for SOpsf Live Load SUBJECT MATTER THEREFORE OR . GYP GYPSUM Ar WEIGHT STRUCTURAL WOOD APA residenial and commercial design ANY HORZ - HORIZONTAL (NON-CONTINUOUS MEMBER) construction guide.and/or in the appli- adjusted for local conditions. WN THEREON REON IS. IGRANTEDCAL INFORMATION adjust SHOWN THEREON IS,GRANTED OR �+ NVAc .HFATiNc•vFxninnON: cable model building code. Roof loading:VJntl-90mph Snow.-.40psf. CONFERRED FOR ANY PURPOSE WHATEVER. Cc AIRCONDrhONING - .. PLYWOOD GABLE EDGE. HOUSE CENTER Lu VARIES(.SEE FLOOR PLAN) I TO END OFT.ENON � EXTERIOR GASKET(BY CLH) _ jLI INSULATED BLOCK(BY CLH) C7 AND VERTICAL CAULK BEAC O i EACH SIDE WHERE LOGS BUTT. ,j CALK ON TOP OF "T"SHAPE BEAD OF CAULK ON TOP F— py+—CENTERLINE OF LOG WAIL RI GE BEAM 45g CREASE OF EXTERIOR OF BUTT JOINT a i T CO NER LOG.BELOW I 0 m > Lu iLLJ j w I 12 3"WINDSTOP CUT w LL VARIES -------- 0 O sn `•I - LOG RAFTER PLAN VIEW - •; - - _ a. w _ Oo >o LOG GABLE SEE PLAN - ' CENTERLINE OF LOG WALb VIEW ABOVE i LOG GABLE HEIGHT OF LOG COURSE(TYP) 1" 3"WINDS t/S J 3"TO EDGE OF LOG GABLE VARIES j CAULK IN FRONT OF FOAM POLE BARN(TYP OF 2) Q s fir. GASKET FOR 3"EACH 4 TO OUTSIDE FACE OF PLATE LOG Z _ SIDE.PILE TO 1 1/4"HIGH. (AT CORNER ONLY) < Q 1" TYP TENON TO CENTERLINE QP U --(EDGE OF MORT.TONGUE) 1OG 10"LAGS @ To/c COUNTERSUNK 5/8"min(60)FIELD INSTALLED TYPICAL LOG COURSE I INTERIOR GASKET(BY CLH N' (MORTISE) 2' ) Z` -- ----------- OVERHANG(TYP) O' .: Ui 2;"CENTERLINE TO INTERIOR FACE(CRS#1 AND#18 TYP) MORTISE ASSEMBLY DETAIL 6 SCALE:3"=1'-0" _ ` - FOAM GASKET FOAM GASKET METAL PLATES I BY CLH BY CLH 0 3"INSIDE EDGE OF STARTER STRIP SIMPSON#TP-15 I INSUL BLOCK f 2" CENTERLINE OF LOG WALL (BY CLH) W 1 OUTSIDE EDGE OF STARTER STRIP 16d NAILS. .•, j (4 per STRAP) )Y STARTER STRIP 12'k2" '-!NEAR AD D BEAD OF CAULKcn W / rJF CAULK TOE-NAIL W/POLE - N BARN NAILS — A LKING - s .. - e _„D„BEAD 4 I - CAULKING 01 OITSIDE EDGE OF.FOUNDATION I INTERIOR EXTERIOR INTERIOR EXTERIOR ' AND BOX SILL, I L L cJ LOG RELATIONAL DETAIL. 4 "T;INTERSECTION DETAIL 3 BUTT JOINT DETAIL MORTISE CAULKING DETAIL SCALE:3/4"=1'-0" SCALE:1 1/2"=1'-0" SCALE:1 1/2"=V-0" SCALE:1 12"=1-0 III��� LLI AS PER CONTRACT,SEE ROOFVENT DETAIL 5/6 n ` - • - TYPICAL ROOF CONSTRUCTION: SHINGLES ON 15#FELT PAPER ON O NAIL BASE OVER J SEE ROOF VENT DETAIL 1 1/2"AIR SPACE[2x2f ON pd } - - 4"RIGID INSULATION(OR PER CODE)ON pC 2x8 T&G DECKING SUPPORTED BY - I'- . .• - - HEAVY TIMBER RAFTER.. INSULATION WHEN EXTENSION ' IS PRESEN - '- 3"INSULATED WINDSTOP(BO) 2-LAG BOLTS AT EACH -RAFTER SUPPORT POINT. _ I I I I I r BLOCKING AND TRIM(BO) _ 2-10"LAG BOLTS lx4 TRIM(BO) / - - __ _ - - PLACED DIAGONALLY.• . 3,INSUL. DSTOP(Bo) _c 3 2nd FLOOR [where appl.]. . PRE-CUT JOIST -- - PLATE LOG MORTISE CUT =v-1 LOG WALL CTRLINE - FIELD CUT AS REQ'D -UI ZDRIP FOR ELECTRICAL BOXES.EDGE 1"OR LARGER DRILLED WIREWAY W 2x10 FASCIA(BO) LOG PORCH POST _ _ - - SILL WIREWAY 0 LOG PORCH PLATE,' - - _ —BLOCKING AND TRIM(BO) 10"LAG BOLT AT 3'0/c �- O LOG PORCH POST 6x6min IN 1/2"x6"DP PRE-DRILLED 15#FELT PAPER COVERING _ RE - - - HOLE AT CENTERLINE OF _ BOX SILL.RETURN ON TOP F'- SECU POST TO SILL WITH RE GALVANIZED LOG. COUNTER SINKA OF;DECK MINIMUM-6". U - - NAILS. - .MINIMUM OF 5/8". 22"RIGID INS AT BOX SILL - BLOCKING WHERE POST POST SHIM _ 1 St FLOOR N DOES NOT REST ON JOIST CAN VARY TO LOG SLAB BOX SILL Z SUIT OWNER. • COVER BY CLH. 2"BOX EDGE TO 3!4"CDX PLYWOOD DECK O LOG SLAB 8".max—/ ATTACH W/20d GALV. LOG CENTERLINE. NAILS&COUNTERSINK. ' = DOUBLE 2x10BOX U i 3-2x PRESSURE TERMITE SHIE ' 5/8"x16"STEELANCHORS, TREATED SUPPORT—�- ' SILL SEAL 6'-0"o/c;BEGIN 1'-0"FROM CORNER .STEEL CONNECTOR ... _ - 2xl0 P.T.SILL EACH DIRECTION. f W/MIN.OF 1". CLEARANCE BETWEEN WOOD AND CONC.PIER. , f SEE DETAIL 5/D3 2x6 PRESSURE TREATED > 1/2 N 'DECK BOARD. FND WATERPROOFING' � "EXPANSIONJOINT. Z TO GRADE LINE. 5REBAR EVENLY SPACED 0. PRESSURE TREATED JOISTS MAX.2'CANTILEVER OV R SUPPORT POROUS FILL OVER ! ° e[flBA ABOVE BOTTOM 6M FOOTINGDEPTH PER SITE Pi pCONSLAB ON 6P.AIL VAPOR VFND DRAINS.: I — WCONDITION ARRIER OVER 4"COMP GRAVEL2ax24x12 DEEP PIER FOOTING II —IIKEYED TO�PIER AND BEARING � � � � � .° SEMENT FLOOR' ON UNDISTURBED EARTH. III I I I I—I i 1=1 I El I I 11-11 II I II III= /z TYPICAL PORCH/LOG WALL SECTION. TYPICAL LOG WALL SECTION SCALE:3/4„_1,0„ I SCALE:3/4,._1,-0' ��D un Lu FLOOR DECKING - (WIND LOAD CONDITION ONLY) Lu SIMPSON H1-HURRICANE 'AS PER CONTRACT, O (4)2x1 Os with PLYWOOD CAP - - TIES AT EACH RAFTER TYPICAL ROOF CONSTRUCTION: S SHINGLES ON 15#FELT PAPER ON` 6"TYPICAL BLOCKOUT FLOOR JOIST L R19 MIN. R EDGE - PLYWOOD OVER Q - O AT GARAGE DOOR(S) SECURED TO BEAM RAFTERS W/BATT INSUL. s -,- \ z WITH STL JOIST 7RIPGIRDER(SEE PLANS) PER CONTRACT OC - 4"BLOCKOUT AT PASS-THRU HANGERS - a- 16— _ DOORS(ADJUST PER - 4"DIA STL COLU CONCRETE SLAB _ 3"INSULATED WINDSTOP(BO) Z GARAGE FLOOR SLOPE) r - - CONCRETE FTG 6 MIL POLY VAPOR - �—BLOCKING AND TRIM(BO) O p. BARRIER - ".w i 2-10"LAG BOLTS U PLACED DIAGONALLY. — 2<1oFAsaA(eo> � 2nd FLOOR ' 1x4 TRIM(BO) [where applicable] FIRE-CUT JOIST GARAGE DOOR BLOCK-OUT LALLY COLUMN DETAIL MORTISE CUT 7 SCALE:3/4"=V-0" 4 SCALE:1/2"-V-0" _ -7 10"LAG BOLT AT 24"o/c FIELD CUT AS REO'D --.• IN 1/2'x6"DP PRE-DRILLED FOR ELECTRICAL BOXES. LOG WALL-CRS#1 HOLE AT CENTERLINE OF .-1"DRILLED WIREWAY J CONCRETE PIER(B/O) LOG. COUNTERSINK A SILL WIREWAY 0'-0" DEPTH DETERMINED- _ ; MINIMUM OF 2crs SLABWOOD - \4-BOX SILL BY SITE CONDITIONS ' BLOCKING AND TRIM(BO) L QL _ 8"LAG BOLT AT 30"o/c ` TOP OF STEM WALL —SEE FND PLAN FOR \� _ IN 1/2"x6'DP PRE-DRILLED / CAULKING BLOCKOUT WIDTH - HOLE AT CENTERLINE OF - v -a Z iv LOG, COUNTER SINK O MINIMUM OF 5/8". •' 5/8"X14"STEEL ANCHOR (2)2x6 PT SILL PLATES u GROUND LINE I in WOOD TO (B/O).EXPOSURE OUT - 1st FLOOR . . Z) GROUND OF CONCRETE NOT TO 10„ EXCEED6". - N 7 O U 81 BLOCK-OUT ELEVATION 5 PORCH CONCRETE PIER DETAIL SLAB-ON-GRADE WALL SECTION (AT HIGH WINDLOAD CONDITIONS) SCALE:3/4"=V-0" SCALE:1 1/2"=V-0" SCALE:3/4"=V-0" 7 10"LAG BOLT AT Yo/c - W IN 1/2"x6"DP PRE-Df'c - /-15#FELT COVERING - - _ Lu HOLE AT CENTERLINE OF _ BOX SILL.RETURN ON LOG POST 7"dia min. LOG. COUNTERSINK A TOP OF DECK MIN 6". C3 MINIMUM OF 518". - SIMPSON"BC6"POST CAP I.L. SLAB BOX SILL 1/2"x12"ANCHOR BOLT @4'0/c liJ - 0'-0" 8"CYLINDER BLOCK OUT �FLATTBJ POST 2-SIDES -- COVER BY CLH. GROUT FILLED TO TO RECEIVE POST CAP 4"REINFORCED CONC.SLAB NAILS. ATTACH W/20d GALV. V-6"(18'1 TYP SECURE POST CAP Q DISTANCE AT - - W/616 1.0x10 OR FIBER MESH TERMITE SHIELD GARAGE DR(S) m SILL SEAL 4"GARAGE FLR 2x8 P.T.SILL A SLAB(TYP) 0 o o N 8"CONCRETE 777 _ E STEM WALL(TYR) �4-#4 REBAR AT 2'-8"EACH(V-8"FOR 2'FTG) AND LAP 3"AT CORNERS 5/8"x16"STEEL ANCHORS 6'o/c.BEGIN P.EV- � � -- V.0"FROM CORNER EACH DIRECTION. " 6 GARAGE LOG/FOUNDATION SECTION 3 SLAB-ON-GRADE INTERIOR POST DET. 2 SLAB-ON-GRADE ANCHORAGEEc SCALE:3/4"=1'-0" SCALE:3/4"=1'-0" SCALE'3/4"=1'-0" LL POST RIDGE VENT O 2-10"LAG BOLTS @ NAIL - EACH RAFTER - FIELD CUT NANDSTOP SUPPORT POINT. SUPPORT 2x PERIMETER NOTCH IN GABLE LOGS. S PRE-DRILL 1"CLEARANCE HOLE WEDGE(B/O) EDGING " .. 2-LAG BOLTS TO ,_x2 STRAPPING @ 16 o/c 1 GA13LE LOG �i I I( SECURE RAFTER. ei J I _-- I I' "I'„-LOG }' 5 1/2"x5.1/2"x 1/4"STEEL PLATE y / �;_ I, Z 3/4"NUT OVER /' \ 1/2"NUT ` _ - RAFTER- 3/4"THREADED ROD FIELD CUT CONTINUOUS SOFFIT VENT MORTISE LOG �—5 1/2"x5 1/2"x 1/4"STEEL PLATE FLUSH WITH FACE -RIDGE SEAM - - OF PLATE LOG. 1 O POST SCREW JACK DETAIL 7 RIDGE BEAM DETAIL ROOF/PORCH VENT DETAIL 1 SECTION AT GABLE/PORCH SCALE:11/2"=V-0" SCALE:3/4"=V-0" � SCALE:3/4"=V-0" SCALE:.1/2"=1'-0" LOG JOIST LOG JOIST POCKETS.--,, NAIL BASE CONTINUOUS _ N 2x2 STRAPPING RIDGE VENT NAIL BASE -� @ 16"o/c-- 2x2 STRAPPING @ 16'0/c QI '2x BLOCKING( )BO COLLAR TIE CONNECTOR SECURED WITH 7-16d NAILS. Q 2x PERIMETER LOG COLLAR TIE z EDGING(BO) O ELEVATI�N VIEV I I SECTION VIEW DRIP EDGE LAG BOLTS @ 'o/c—, U 1x4 TRIM(BO) - 1x12 TRIM(BO) - PRE-DRILL IN FIELD 3/4"DIA U w -- HOLE TO ACCEPT CONNECTOR. m � 2x12 SUBFASCIA(BO CONTINUOUS SOFFIT VENT O TO�VIEW LOG GIRDIIR POCKET TO U CENTERLI O E OF JOIST BLOCK 11 JOIST BLOCK/GIRDER DETAIL $ RIDGE VENT"DETAIL ROOF VENT DETAIL 2 COLLAR TIE ATTACHMENT SCALE:3/4"=V-0" SCALE:3/4"=1'-0" SCALE:3/4"=1'-0" SCALE:1/2"=V-0" 3"BEAD OF CAULK WHERE T3GINTERLOCKS TWO CAULK BEADS (ABOVE SLOPED GABLES ONLY) \ COUN-ER FLASHING(B.C.) r STEP FLASHING(B.O.) NAIL BASE 2x DECKING SPEC PLATE 2x2 STRAPPING @ 16"o/c ROUTE 3/16"x1/2"WIDE J LOG(XPL) 2x PERIMETER RECESS TO ACCEPT Q c 3/4' HIGH GASKET H- EDGING 0 PORCH SPEC PLATE u. ' BOG LOG{XXPL) DRIP EDGE 0 O 1 x TRIM CON"N UOUS� DETAIL ABOVE FASCIA VENT LOG GABLE END 2x FASCIA 2'-0"OVERHANG ' `d o PORCH ROOF TO LOG WALL DETAIL ROOF VENT DETAIL(ALTERNATE) 3 ROOF SECTION @ GABLE END SCALE:3/4"=1'-0" SCALE:3/4"=V-0" SCALE:3/4"=1'-0" SHEATHING W TOE NAIL 2x FLAT BLOCKING TOE-NAILED TO 12 x 30#FELT PAPER OR TYPAR 12 O ADJACENT TRUSSES(BO) -/ vanes vanes 3/8x3/8 GASKET BY CLH (2)LAG BOLTS PER RAFTER LOG SIDING / LOG PORCH RAFTER � SCREW(FROM INTERIOR) 2'0_ " r 2'-0" / ) SHIM BLOCK(BO)TO ACCOMODATE Z \ TRUSS BOTTOM CHORD SOFFIT/CEILING varies 1x NAILER NO-TONGUE TOP CRS(TYP) 12 () CEILING MATERIAL- CENTERLINE DIM(4") FIELD CUT CUT RAFTER TO LAY. SCISSOR PITCH START TO END FLAT ON ADJACENT ROOF LOG WALL S CENTERLINE TO CENTERLINE OF LOG WALL 7 PORCH ROOF OVERLAY 4 GABLE END TRUSS W/SLABWOOD 1 SCISSOR TRUSS.-RAISED TRUSS SCALE:1/4"=V-0" SCALE:1 1/2"=V-0" SCALE:1/4"=1'-0" 2x FLAT BLOCKING ,�!' 12 ON EITHER SIDE /j/ /' 12 - _J OF RIDGE vanes \ / , varies / ,—LAG THRU BLOCKING j/ /��: �/ W INTO DECOR.RIDGE 1X6 T&G CEILING z 2'-0 0 U LAGS AT 6'o/c MAX. SHIM BLOCK(BO)TO ACCOMODATE CEILING/SOFFIT FINISH PLATE LOG TYP. DECORATIVE RIDGE BEAM N DECORATIVE RAFTER @ 4'o/c DROPPED LOG WALL CENTERLINE TO CENTERLINE(+8") Z TRUSS OR CONVENTIONAL ROOF GABLE TRUSS PLATE LOG FACE TO PLATE LOG FACE O DECORATIVE RAFTER/RIDGE BEAM rJ TRUSS LADDER DIAGRAM 2 ROOF TRUSS-RAFTER TAIL TYPE SCALE:1/4"=V-0" N.A. SCALE:1/4"=V-0" 12 varies Fa- Lu W TRUSS DESIGNS TO BE SEALED BY 2'-0" 2'-0" A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE PROJECT IS TO BE un BUILT. TRUSSES TO MANUFACTURED BY A CERTIFIED TRUSS MANUFACTURER. F- SHIM BLOCK(BO)TO ACCOMODATE CEILING/SOFFIT FINISH NO-TONGUELOGTYP. 3 LOG WALL CENTERLINE TO CENTERLINE rev 6 TRUSS MFG NOTE 3 ROOF TRUSS-RAISED TRUSS I r, N.A. SCALE:1/4"=V-0" TYPICAL ROOF CONSTRUCTION TYPICAL ROOF CONSTRUCTION u PER CONTRACT T\ I `� PER CONTRACT c < �' (2)1x RIPPED S RU ROUNDING � SIMPSON H1.-HURRICANE I CEILING FINISH MAT'L(BO) 1 1/2"RIGID INSULATION(BO) L ( TIES AT EACH RAFTER OR FIBERGLASS(BO) c SEE ELEVATION CAULK SEE ELEVATION — (8'-0"TOJ TYP) (8'-0"TOJ TYP) 2-2x6 TOP PLATE / I I 1x8 FINISH BR 2-2x6 TOP PLATE. L 1x8 FINISH BIRD (2)2x HEADER WITH (2)2x HEADER WITH BATT INSULATION INFILL. I BATT INSULATION INFILL c 00 1/2"CDX PLYWOOD BO V, _ I OPTIONAL L SIDING TRIM(B.O.) I TRIM(B.O.) 12"CDX PLYWOOD B.O. SOFFIT VENT BO--\ OPTIONAL LOG SIDING - a WDW SIZED B.O. WDW SIZED B.O. LL TRIM(B.C.) TRIM(B.O.) z C z_ OPTIONAL LOG SIDING Z OPTIONAL LOG SIDING INSULATION(B.O.) FLASHING 1/2"CDX PLYWOOD(B.O.) 2-LAG BOLTS TO SECURE.. 1/2"CDX PLYWOOD(B.O.) FLASHING I TAIL AND/OR RAFTER TO 2x6 @ 16"o/c FRAMED WALL(B-O.) z 2x6 @ 16"o/c FRAMED WALL(B.O.) LOG WALL INSULATION(B.O.) C —6-16d nails THRU RAFTER to 2x STUD 1/2"GYP(B.O.) / 1/2"GYP(B O.) 1x FINISH BOARD(8-O.) 1„ FINISH BOARD(B.C.) 1„ !/) z --1/2"x6"LAG BOLTS AT 2'o/c CI 12"x6"LAG BOLTS AT 2'o/c F U SEAT CUT �_ LOG PLATE LOG uj LOG PLATE LOG 1 SHED DORMER WALL SECTION CONVENTIONAL ROOF 2 ( ) SHED DORMER WALL SECTION(LOG ROOF) F SCALE:1 1/2"=1'-0" S GALE:1 1/2"=1'-0" �c JACK RAFTER i1 3_y 3..V. 2' W c D7 "LEFT'CUT LOG RAFTER "RIGHT"CUT LOG RAFTER �i RIDGE BEAM _ TYPICAL TYPICAL 0, HEIGHT OF RIDGE BEAM(s)(varies) SEE e I SEE _ p 2-2x6 PLATE ELEVATIONS ui RIDGE BEAM z -� DORMER SIDEWALL o 4-2x6 CORNER " w ON LOG RAFTER J 2x6 DORMER . RAFTERS BEYOND " ,PGf�y0 RETURN WALL I� O w c 0 p ON RAFTER. � Z 4 4 2x6@2'o/c I� � u w DBLSTUDS L� a - L HEADER UNDER RAFTERS m > c —" HEADER TO BE 8'-0"AFF 2x6 PLATE R.O. a OPT.LOG SIDING n m m = RAFTER c c .LOG RAFTERS) RAFTER TAIL RAFTER TAIL DORMER SIDEWALL o 2 SHED DORMER FRAMING FRAMING BEYOND SCALE:1/4"=V-0" ' LOG PLATE JOIST LOG-17th CRS(TY 12 E BEAM J ——— — .LOG PLATE ——— ——— _ PITCH VARIES D 2-2x6.TOP PLATE VARIES PER PROJECT ——— —-—. -—— ——— (SEE ELEVATION DWG) 8, 4-2x6 BUILT-UP POST W 0 TYPICAL ROOF - .HEADER W/CONST Z GABLE DORMER SECTION p GABLE DORMER LOG RAFTER DETAIL PER CONTRACTUCTION PLYWOOD FACE 11 SCALE:1/4"=V-0" 8 SCALE:1/4"=V-0" PER CONTRACT O �(�!i 2x6@46 DEGREES DORMER RIDGE BEAM IIVSUL.WINDSTOP(BO) �� - (WHERE APPLICABLE) RIDGE BFAM 11 OG Z) .. - o� of I I I I B'-o"TOJ(TYP) 2x RAFTERw I I I Zx4 TRIM BOARD U > LRAFTER u Pit I TYP DORMER WALLCONSTRUCTION: LL JJ I I 'll. SIDING ONL6d DORMER ER i7/16"mn SHEATHING ON7)F — 2x6@2'o/c STUDS W/ (I 1 x T&G SOFFIT(BO) ——— ——— LOG SIDING w/' a BATT INSULATION I I I I LOG CORNERS WITH OWNER SELECTED TYPICAL DORMER 'i (OPTIONAL BY CLH) INTERIOR FINISH. WALL CONST. � o SEE PLANS AND I I I I ROOF CONSTRUCTION .11 ELEVATIONS FOR 2x6 DORMER- W PER CONTRACT ACTUAL WINDOW. RETURN WALL Q I I I STEP FLASHING I I I I W TRIM BOARD I I II LQG FTER TAIL I I i s 0 cc 2xB T&G { ———— ———— — i ———— —— — — LOG RAFTER c 2x6 SILL c B LOG WALL - rtsv.. $TICK BUILT.GABLE WALL LOG CONSTRUCTION(OPT) CONVENTIONAL CONSTRUCTION(STD) L2M 9 GABLE DORMER LOG RAFTER PLAN 1 GABLE DORMER(CONVENTIONAL AND LOG CONSTRUCTION) I D7 SCALE:1/4"=1'-0" SCALE:1/2"=1'-0" L_ GASKET TO RUN GASKET TO RUN —1/8"GAP BET.EXT.TRIM W PAST KEY PAST SPLINE AND LOG ALT. HEAD CENTERLINE TO VERTICAL CAULK BEAD AT EXTERIOR TRIM(B.O.) FACE OF FLASHING Q FACE OF BUCK AND GASKET �. _ TWIN"HEEL"BEADS OF _ FASTENER(B.O.) FIRST LOG CRS ONLY: CAULK TO BUTT GASKET 1/2 CAULK BETWEEN FLASHING 0 AND EDGE OF SPLINE (2)60d POLE BARN NAILS NAIL THRU NAIL FLANGE 7 AND HEADER LOG Q THRU BUCK INTO FIRST INTO JAMB BUCK.PATTERN PER 2"CLEARANCE MIN. -J IF DIMENSION IS LESS THAN 2" 1- LOG ONLY MANUFACTURERS INSTRUCTIONS REMOVE TOP OR HEAD *4-9116 JAMB CLAD WDW FRAME(PER MANUF.) INSTALLATION FIN Z TYPICAL NAILING FIRST LOG CRS ONLY: p PRE-FORMED ALUM. z SEE DETAIL 5 (2)60d POLE BARN NAILS THRU FLASHING(90DEG BEND) 3/4"GASKET DB CAULK BEHIND SPLINE BUCK INTO FIRST LOG CRS ONLY O —TYPICAL NAILING: TRIM(B.O.) JAMB BUCK 1 3/4"x 1 1/2"LVL SPLINE NAIL BUCK TO SPLINE. DO NOT TOP OR HEAD INSTALL,FIN INTERIOR TRIM(BO) PENETRATE INTO LOG. FIBERGLASS INSUL 1-1/2x1-1/2 STEEL TUBE.(CLH) CAULK BETWEEN SPLINE - 4 9/16"JAMB BUCK - INTERIOR TRIM(B.O.) AND JAMB BUCK —INTERIOR TRIM(B.O.) DOORJAMB DETAIL 4 WINDOW JAMB DETAIL 1 WINDOW HEAD DETAIL(ALTERNATE) 1 1/2'=1'-0" SCALE:1 1/2"=V-0" SCALE:1 1/2"=V-0" 3"FIELC KERF CUT(B.C.),WIDTH HEAD N JAMB TO MATCH NAIL THICKNESS J STEEL SUPPORT TUBE ( ) " + FASTENER(B.O.) 4 EQ SPACED ROWS Q CAULK BETWEEN CAULK BET FLASHING FLASHING AND HEADER 4 9/16" AMB BUCK(CLH) - • AND HEADER LOG W LOG 12-24-2 1/2"SELF-TAPPING PRE-FORMED ALUM. GASKET SCREW(BO) FLASHING(90DEG BEND) 2-1/2"CLEARANCE MIN. ;DBL ZYA IF DIMENSION IS LESS Y INTERIOR EXTERIOR RDIMENSION IS LESS THAN 2" O REMOVE TOP OR HEAD THAN 2-1/2"REMOVE TOP INSTALLATION FINOR HEAD INSTALLATION FIN 1 1/2"x1 1/2" 3/4"GASKET U PRE-FORMEDALUM. STEEL"UBE(CLH) EXTERIOR TRIM(B.O.) �FLASHING(90DEG BEND) DBL GASKET BETWEE FENDER WASHER AND TOP OR HEAD INSTALL.FIN FIBERGLASS INUL. 3/4"GASKET LOG AND STEEL TUBE NAIL(BO) INTERIOR TRIMSB.O.) Z FIBERGLASS INSUL. JAMB BUCK CD Q DOOR HEAD DETAIL C WINDOW JAMB DETAIL(STEEL TUBE ALTERNATE) 2 WINDOW HEAD DETAIL 9 SCALE:1 1/2"=V-0" J SCALE:1 1/2"=V-0" V SCALE:1 1/2"=1'-0" ROOFING NAILS J - HEADER LOG(2)CRS HEAD I NO JOINTS SILL F_ EXT DOOR/FRAME I 4 9/16"JAMB BUCK 0 ALIGN WITH BACK EDGE OF SILL a, CAULK FLASHING WINDOWSILL(SEE MFG) SLABWOOD FLANGE AT WDW SILL(SEE MFG) p CAULK FIELD NOTCH AND I LOG PPENI 4 9/16"SILL BUCK SET FLASHING IN PLACE. EXTERIOR TRIM(B.O.) ALLOW 1/8"GAP BETWEEN Q NOTES: JAMB " EXTERIOR TRIM AND LOG p FLASHING-PRE-CUT TO FIT Z IN FIELD CAULK TWO BEADS AT.FACE OF SILL BUCK DBL GASKET AT.LOG TONGUE SILL SILL LOG(1)CRS 3,k= DIM FOR LOG SYSTEMS:II and III x - RETURN ENDS OF PRE-CUT - &' FLASHING NO JOINT IN CRS BELOW WDW . 0 DOOR SILL DETAIL 7 HEAD FLASHING DETAIL 6 TYPICAL WINDOW ELEVATION 3 WINDOWSILL DETAIL_ D SCALE:1 1/2"=V-0" SCALE:N.A. SCALE:1/2"=V-0" SCALE:1 1/2"=j'-O" C FRAMING SECURED w/ NO fE. JOISTS MAY BE H/P OR R/S. PARTITIONS MAY N FRAMING /B I G SECURED w._ ,. W 2 1/2 DRYWALL CREWS BE SIZED UP TO 2X6 FRAMING. RAFTERS TO BE YWA S 2 1/2"DRYWALL SCREWS - FRAMED IN SIMILAR MANNER,KEEP NAILS VERTICAL � " - - 2x FINISHED FLOOR/CEILING 2x FINISHED CEILING "�.. � 2 V2"SHRINKAGE O L - SPACE J ALT. HEAD COND. z - PARALLEL TO FLOOR JOIST O • - B " FRAMING SECUREDw/ _ - 2 1/2"DRYWALL SCREWS 60d NAIL @ 24"o/c 2x FINISHED FLOOR/CEILING INTO STRUCTMEMBER SHRINKAGE OR BLOCKING SPACE PARTITION TO STRUCTURAL MEMBER ' SCALE,1 1/2"=V-0" " BOTTOM TRUSS INSULATION PER CONTRACT CHORD 7OR LOCAL CODE I . _ - � � 60d NAIL @ 24"o/c 't - 2 1/2"SHRINKAGE � INTO STRUCTURAL MEMBER -SPACE JI OR BLOCKING LOG WALL Q VAPOR BARRIE 2x FINISHED CEILING PARTITION FRMNG Wl RIPPED 2) - 40d NAIL AT TOP C FINISHED CEIL _ SHRINKAGE SECURED W/ SHRINKAGE A OF EACH SLOT lit SPACE WITH FENDER Z 2 1/2"DRYWALL WASHER O RIPPED 2x6 SPACE SCREWS UNDER HEAD )" U 1zTRIM BOARD NAILED TO Ix TRIM BRD PRE-DRILLCLEAN I" 2x6 ONLY PRE-DRILL CLEAN 17164" NAILED TO 17/64"HOLE THRU HOLE THRU 2x6 ONLY 2x4 FQR NAIL 2x4 WALL PLATE 2x4 FOR NAIL Q' N 60d NAIL @ 24"o/c 2x4 WALL PLATE WALL FINISH Z _ O a WALL FINISH INTO STRUCT.MEMBER iv r OR BLOCKING (4)Ya"x 3"SLOTS u STAGGERED ON rJ PARTITION PERPENDICULAR TO TRUSS 3 PARTITION PARALLEL TO STRUCT MEM STUD SCALE:1 1/2"=V-0" SCALE:11/2"=V-0" a I INSUL.PER CODE PRE-ENG'D SUBFLOQR :- r a 2X BLKING FOR NAILING TRUSS 2x FINISHED CEILING SURFACE @ 2'-0"o/c VAPOR a BARRIER a B SECTION B-B a I t @ 24"o/c E Q// / UCTURALMEMBER W cQ9u KING STUD ❑ SHIM AS. ATTACHED AS Z I REQ'D SHOWN ABOVE Q FINISHED CEIL FPA NKAGE RIPPED 2x6E SHRINKAGE SHEATHING(BO) 1RIPPED 2x6 I SPACE SECTION A Q 1x TRIM BRD tx TRIM BRD CUT VERTICAL GROOVE IN LOGS f- NAILED TO PRE-DRILL CLEAN 17/64" NAILED TO - TO ACCOMODATE SHEATHING- 2x6 ONLY HOLE THRU 2x6 ONLY j I � PRE-DRILL CLEAN 17/64„ WIDTH DETERMINED BY - ' 2x4 FOR NAIL HOLE THRU SHEATHING THICKNESS-DEPTH 2x4 WALL PLATE 60d NAIL @ 24"o/c 2x4 WALL PLATE 2x4 FOR NAIL SET TO FULLY HIDE EDGE OF PEv INTO STRUCT MEMBER SHEATHING IN-LOG. WALL FINISH OR BLOCKING WALL FINISH 6 PARTITION PARALLEL TO TRUSS 14 PARTITION TO STRUCT MEMBER PARTITION TO LOG WALL DETAIL SCALE:1 1/2"=V-0" ? SCALE:1 1/2"=V-0" SCALEi 1/2'=V-0" f, ALLOW 2"CLEARANCE BET �' Y - .y �s,}• -�v'a' - APPLY CAU L THRU I! N top oP ridge beam CHIMNEY MAT.AlD LOGS 1NG OEM T r• gF10 P1a." u2 RIDGE BEAM and/or VALLEYRAFTER ACT.:PLACE PLYWOOD BET r- I MAKE VERI icALfstAI rL1 T iOAI;WMODATE LOG TOACCOMODATE3 " ti E6SKETCHBELOW) 6"mi FACE OF LOG 8 MASONRY(BO) � 17E - - .� ^ �"a, (S O clear nce PRE-DRILL 1" I a .....3 j 1x6 TRIM(BO) CLEARANCE HOLE' I pBL1` KE , i ,-5 1/2"x5 1/2"x 114"'TEEL PLATE FIBERGLASS yGASKET I 0 GATT INSULATION 1/2"NUT OVER j :, • �r ' n 9 .' 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V a � ��� - 428-9518 , ' Pi 1-800-262-5060 !✓x FAX#428-1547 P u1r— � . ,i email:chi@ca ecod.net 1645 Newtown Road Cotuit,MA 02635 '��W-'".- v r`�.�a� Cvq( ar." ire v Jl �p luM From Design to Completion ROOM ADDITION INSULATION •Dormers •Existing Home Specialists •Second Stories •Blown-In Insulation' •Family Rooms State Certified and Approved •Sun Spaces •Porch Enclosures Garages ALUMINUM REMODELING •Custom Trim •Kitchens •Seamless Gutters •Baths Triple Glazed Replacement •Interiors Windows •'Exteriors •Storm Windows •Doors SIDING •Vinyl ROOFING •Cedar Shingles and Clapboard •Aluminum •ALL TYPES Free Estimates Builder Lic. No.007454 Website:www.capecod.net/capizzihomeimp r — WX7AqWLdCAVAaV CUSTOM CHAMPLAIN - a . PREPARED FOR: THOMAS CAPIZZI SR. DEALER: HOME OFFICE a System LOG SYSTEM: I M 04 CONV.FRAMED SHED DORMER 8.0. LOG 8(DING S LOG CORNERS BY CLX - s TOP Of RIDGE RE M.-•RT-O 5/8' W Ui 4 • 5.07� �5.07 O O'er DORMER PLATE 16'4' WOW HFAD -1to Sd' - ® OQ ' LOO PWTE•B'-0• ''yy TOP OF JOISTB•8'd• 2 BH6 v _ 2 9/18 I� PORCH PLATE•S'-0' ?p - ® OU n SUHFLOOR;0'-0' W FRONT ELEVATION W 1/8^=1•-0^ O Z 1 T ELE 11 - 2 CONY.FRAMED SHED DORMER B.O. LOG BIDING H LOG CORNERS BY CLH 5.07� �5.07 N - . d Q V N Q 28H6C4?�' �28/,S 0 =RPM H ® y ®® Z O § a � ® 1 r J W � e 3 lie^=1•-0.. 4 va^=1•a^ - A1': 32-0' N H W o' 15'.-2" - 2'-10" a.-8" 3'-6" DOORMINDOW SCHED. C ' - J pa ANDERSEN(By Owner) a PORCH:7'-0"X"%0" DESCR`I,P LOG OPN. R.O. TYPE OTY Z TWfl��7 2'-i(rx4'-0' 7.6118'k3'-07I6' DBL HUNG 3 o TWXW'N'1 7-10"X4'-0" 2-01/8"X4'-07/8' DBLHUNG '1 a 7W2438 V m lop ofwhMa+i�T•0" 3069 TW2442 2'-101X5'-0" 2'-61/8"X4'-47/8" DBL HUNG 2 ❑ ® O O 1•_6 .TW244 6'4"XS'-0'. 7 7I8-8 ' DBL HUNG 2 a O O C 442.2 6-4W-V 5'-0"x4'd 7/8' DBLHUNG 2 TW45-DHP4246.18 T-9k5.8 r-43/41:4'-103/4" BAY 1 Lu 2z4 CABINS M-11BING WALL E78 FIELD CUT 6'-vxv-5 3/8' JELUPTICALl 1 V o �n BATH KITCHEN '•� _ N 12'-0" 26'-0" DOORS ILLi. - 266e �... � 3068 - 3'-610'-0' ENTRY 1 W W „ FWH5088 7-4'XT-V PATIO 1 O y sm io 9 FWH5468 5'4rxT-0' — PATIO I - - Z N N m ------- I - S I - CLOSET �,c n x -N FWHBO88 8'�i'kT-0" PATIO 1 2868 u m H 6 I N .12'-0" 4`-0" 16'-0" =cN siD =SMOKE DETECTOR.WIRED TOGETHER _ IL ACTIVATION OF ONE SOUNDS ALL IL p BEDROOM GREATRCOM a 6 a OF 442.2 TW2442 Z IL 0§ 19 � PORCH.7'-0^X 40'-0^ c p A ti f N r 8 3'-4' 5'-4 9'-4" 6'-4" 2'-0" 2'-10' 1 2'-10" 1 - 32-0" „ REV c 4/19/07 02 2'-0 14'-0" SHED DORMER 16,-0" - Z EXACT WINDOW PLACEMENT B.O. TW2436 BATH , - .. - - - \ / � `i C1 uj \ / U. O 2 ________ ______________ ^ - W CLOSET BALCONY 19 sm eoing \..\ / = N m dd m 0 OPEN TO BEDROOM - BELOW a N a \ V LEL \ N Q I O TW2436 6 � ALL UNHATCHED AREAS OF THIS PLAN - STOP AT THE 19th COURSE - 0 4 2'-0" 8'-0" SHED DORMER 22'-0" - J rD W EXACT WINDOW PLACEMENT B.O. 32'-0" - G 2 O 61 W REV 4/19/07 Alb 2" g_1 g-0" g—0" 8'-1" 6'-10" 2" _ - 2" r - - N r I r �� r �� a r —I—I r L J LIJ LIJ LiJ L J L�"1'JyJ 2'-0" - 2`-0" FRAMED WALL(V-0"high):2x8s @J 17'o.c. ^ ' c pa @ WALK-OUT AREA WINDOW 6 DOOR PLACEMENT B.O. N - ------ -------------- ---i r �-2.337�4'a'�6 ,�, sm -------------------- QPRF-- ——————————————————— i L�� FRAMED WALL(4'-0"high):2x8's @1To.c. I - I� I -T 4"CONCRETE SLAB wR XB 1 10110 W.W.F.ON 6 MIL VAPOR 1 4"STEEL PIPE LOLLY COLUMN(BD.) 1 BARRIER OVER 4"OF COMP.GRAVEL N 36'k36'k12"E COLUMN FOOTING 1 p 1 I FILL PRCH TO DRAWS. KEYED' EYED TO SLAB AND FOOTINGS I I r 1 W BEARING ON 4"COMPACTED SAND OVER UNDISTURBED SOIL i 1 LyJ - - S I 1 O } - - I 1 I 1 I 1 1 I I 1 1 1 1 1 I I MASONBWIMNEY i ; r 1 IL 'o LAASSEE I I LYJ C� 1 1m 1 I 1 m ( CONTINUOUS REINFORCED W2#5 BARS CONC.FOOTING ON UNDISTURBED SOIL 2UW x 10'tl rnl r 1 1---------------------------`-------------------J I 10"CONCRETE IF WALL - 1 �� � 4 10"dia CONIC.PIER W/12"da x 8" o a n �j LOCATION PIN CENTERED(3"PRCI.) I i� ON 20"x 20"x 17'CONC.PAD DEPTH OF ^ Z PADS BELOW FROST LINE 7 (16 PLACES) 1- -1 LiJ L J LIJ L J W 6 2. N 8'—o" I 8`-1" 6'-10" 112" 32`-6" 7'-0" FEY 4119107 r A3 32'-6" I 7'-0 b t r O `z PORCH GIRDER: (3) P.T. ms - - = m 2z8 P.T. JOIST ®16"o/c O 2x6's ® 12"o.c. u O p Ile �z V n 2x10 FLOOR JOIST DIRECTION (TYP) AT 16"o/c SECURED TO BEAM WITH STEEL JOIST HANGERS (B.O.) PROVIDE BRIDGING AT MID-SPAN PORCH GIRDER: (3) P.T. 2x8s - -n DBL 2x1D BOX - � W W • � 'Fy. I 1 c 2x8 P.T. JOIST 016"o/c _ H BEAM: (3) 1 3/4"x14" LVL's d .. CONTINUOUS 2x10 P.T. SILL SOLID 2x10 BLOCKING 036"o/c ' ri HERE BO% RUNS PARALLEL TO JOISTS - O 2x8 P.T. JOIST 016" o/c 3 g to 6 1! Z 9 PORCH GIRDER: (3) P.T. 2x8s 6 32'-6" 7'-0" s REV 4119/07 "r rd Z. 2, 2, 2, 2, 2, 2, 2, - t6. _ - 3�t J ,x -•+ _ �h W a Gx "sue I I I I I I - x O N 6 G - o , as F 4 P13 y n p C JBT7-1F JBF10F O uu J GR17-1 C A 4P8 I 4P8 FEV a OGIRDER/JOIST BLOCK SECTION ateo7 3MG=V-0- A4 W 02 /. R R 14 O 00 cc] OD 00 co co 00 00 CC) 00 00ao J I I I - - I I I I I I - I ;,� c - co co � o Oa R8-1 1;8 10 � — HP LOG RAFTER 0. N - N N N N v 6x8cs min Z o .o 0 0 o d t 17 - 0 W I t I I I I I I I I - 00. i H V r v a d m06 w x o a Of c w R8-11;8 O < W J a. .,- lu F- R8-11;8 RIDGE BEAM: 6 3/4x12 ROUGH SAWN a R818 I I I I R818 0 IL d 0. z' iR8-11;8 d m � d (TMP N tU) � V N N 7 FL O O N N N N N N R8-11;8 O Q _ IL U) R8-11;8 d m d H 2 a' 4' 2' 4' 4' 4' 4' 4' 4 ; � R$-11;$ i 4 ► � Q ro aO 00 w oO ao m m 00 00 - 0 b f, I I I I I I I I R8 �? IL co 00 00 0] N of go00 cO 00 Ir O: Of Q� O: 0: w M O: 0_ Ir LL VR14 m a p.1 HP LOG PORCH RAFTER 6 O C o p-2 6x8cs min G PPL10-1 pp8 Pp8 PP8.1 PPRB a 3 P-1 PB P8 P8 P8 P8 P8 P-p �ai�eroi P� PORCH SUPP RT ELEVATI N - (2) REQ'D P a AS' . PERMIT PAYMENT RECEIPT TOWN OF BARNSTABLE BUILDING DEPARTMENT 200 MAIN STREET HYANNIS, MA 02601 DATE: 05/05/06 TIME: 14:06 -----------------TOTALS------------------ PERMIT $ PAID 100.00 AM TENDERED: 100.00 CHANGEPLIED: 100.00 APPLICATION NUMBER: 20060240 PAYMENT METH: CHECK PAYMENT REF: 3 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map P fcel — 1 Permit# ay0 6 1:�I{6 Health Division IU 761 / C // -� I I Date Issued Conservation Division `j/�S��S .A� ea5 d.,�,e Application Fee � ivo,Ab,k:N IOUTax Collector Permit Fee Treasurer Planning Dept. EXISTING EPTIC SYSTEM 7 Date Definitive Plan Approved by Planning Boar �> LIMITED TO!Z OF BEDROOMS Historic-OKH Preservation/Hyannis Project Street Address Village Owner ZZ-[� �b i Addr lka,A., 2 Telephone �� 0 ® ,4cr Permit Request -Q�t CQ 4 / Square feet: 1 st floor: existing proposed 2n or:existing proposed Total new ` «C Zoning District Flood Plain Ground ter Overlay Project Valuation FCC ad-r' Construction Type �1� �0 Lot Size 1•�3 Ac� Gra fathered: Yes No If yes, attach supporting documentation. j Dwelling Type: Single Fami Two Family ❑ Multi-F ily(#units) � Age of Existing Structure Historic Hous - ❑Yes ❑ No On Old King's;Fkighway: t7 Yes " ❑No Basement Type: Vull ❑Crawl alkout ❑ t r , Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) ti( 7�e; ..6 Number of Baths: Full: existing new Half:existing mew Number of Bedrooms: existing new Total Room Count(not including baths): existing new�_ First Floor Room Count Heat Type and Fuel: ;*Gas ❑Oil ❑ Electric ❑Other ,Central Air: ❑Yes ANo Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use fa -Vr"O-dj k--1P1 .g BUILDER INFORMATION Name ,\ Telephone Number �'� �� Ad ress 4 v License# Home Improvement Contractor# Worker's Compensation# / ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO �� �� SIGNATURE - DATE FOR OFFICIAL USE ONLY M ,. PERMIT NO. r r DATE ISSUED" MAP/PARCEL NO. ADDRESS .� ` t" "� VILLAGE L' OWNER 1 , 7 r � v I DATE OF INSPECTION. FOUNDATION FRAME INSULATION FIREPLACE r ELECTRICAL: ROUGH FINA6 `rro {. PLUMBING: ROUGH -,r, FINAL` GAS: ROUGH FINAL Cyr FINAL BUILDING r" , } DATE CLOSED OUT ASSOCIATION PLAN NO. w - t TOWN OF BARNSTABLE BUIL ING PERMIT APPLICATION MA ' Map cef Q l—GO/ Permit# F Health"Division. �J Date Issued Conservon Dision �S � �,t1. ur�,r�s} �!r✓,,c Application Fee v NO+rv�,t,N IOU� Tax-Collector ,r Permit Fee Treasurer Planning Dept. r" i Date Definitive Plan Approved by Planning Board Historic-OKht Preservation/Hyannis Project Street Address ,> Village Owner `7 Z `rr" Ad ssP t Telephone r Permit Request �C 4 t 1 rsa�^ JL a Square feet: 1 st floor: existing,_ _ proposed 2nc kor: existing proposed ,, � Total new //6C Zoning District jj Flood Plat Ground ter Overlay Project Valuation Confstru 'on Typ\ he �0 Lot Size/•33 °� Gra fa/heredYesNo If yes, attach supporting documentation. Dwelling Type: Single Farm Two Family ❑ its) Age of Existing Structure ll Historius ❑No On Old King's Highway: ❑Yes ❑No Basement Type: �ull ❑Crawl alkout ❑ Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new _ First Floor Room Count #seat Type and Fuel: j(3 Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes r i No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review#Current Use Proposed Use P"-foold �_f " 1` , ' BUILDER INFORMATION �—�a Name 7�� & Z-4-1 Telephone Number J 4 �— y� `7no Address %` License# A G 2- fe Home Improvement Contractor# Worker's Compensation# / ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE fir DATE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED` MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I p, sm oF�► ra. Town of Barnstable Regulatory Services + BARM'SrABLE, 9 MASS. Thomas F. Geiler, Director �p i639• tFDMA'�A Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 January 17, 2006 RE: Building permit application 4591 Falmouth Road Cotuit,MA 02635 To Whom It May Concern: On October 25,2005, we sent a correspondence to the applicant requesting some clarifications regarding the lot in question and its relationship with the business, Capizzi Home Improvement. That was our reason for denying the permit application for a house on the above address. The questions that were raised in this letter have never been answered and we believe they are key to whether this lot is buildable. Also in further looking into these"lots"how did the horse barn get permitted? Was this an accessory building to the house? Was this on the same lot as the house? If this is on a separate lot there doesn't appear to be any zoning relief on file,this would have required a special permit. Sincerely Thomas Perry Building Commissioner r.� Town of Barnstable ti Regulatory Services • snaxsTABM ,Koss. � Thomas F. Geiler, Director Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 October 25, 2005 Thomas Cappizzi 90 Head of the Pond Lane Marstons Mills, MA 02648 RE: 4591 Falmouth Road Cotuit, MA 02635 Dear Mr. Cappizzi; This letter is in reference to a building permit application that was submitted to this office for the above address. The application is to construct a log cabin on a lot that was created by an Approval Not Required plan in May of 1987. This raises some questions about the business that is in existence today. Was this business in existence at the time of the Approval Not Required plan? How long has the business been in existence? Please respond to the above questing in writing and send to the Town of Barnstable Building Division 200 Main Street Hyannis. Thank y , Tom Perry Building Commission4 y. I Town of Barnstable pFZNE T� Regulatory Services snxrTsreBu, ' Thomas F.Geiler,Director M;9: �•� Building Division prEO � Tom Perry,Building'n Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us ice: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE. �f �( JOB LOCATION: ` numb street village "HOMEOWNER': �' S. ru-;L/ name h orm phone# work phone# CURRENT MAILNG 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 Stich 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 quirements. Signature d2me0ier Approval of Building Official Note: Three-Family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2,15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board-cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. rl•fnr.ne•timmoPrvmnt r'ullr►ltottwetillh of'Afus.s-ac/rrtselty .dar, l,� ._ 'f� _ Ucpfrrhrtcrtl oj III fluslrial it ccideuls ,i O///rc ofhirest/pAUous 600 1Flo •lriul;lot# S'lreel 3' /lovoto, Mass. UZI// . Will-I crs' Contpr.nsnlittn ItosoorntlCe Affitlnvil ` '°'� ,, _ lucalivit: _ lily ultl►tic� C] I am n homeowner perfutming all work myself. (] 1 mo n sole proprietor and have no one working in any capacily [J 1 mn nil empio�yerrproviding woikcrs' compensAatim for my rmployces working on this job. SQlltllJtllYJlJlntt �.. L.JI�� —'ram.--� '_� A_N��.r_- _P"—VA � nlicltcss:. ... inaurnncc en._ --U45�- C ,_ 'I1,3_(,,±CG.II_CI _ I^G �1►-nlisy N �- f 0 4 Cl I nni a sole proprietor, general contractor, or llonleowiler(circle one) and hive hired the contracture listed below wh, the following workers' compensation polices: m um 2111mx: . AJJica�:. ' lnruxanse_cd:. polcy_H • c9m u�nnynitrut<: , in.��ltllflcc_cv: 1►_olicy If F'ailote to secore(over pre as rcryolrtit nndtr section 25A of Alta,152 to"lead to flit Impos111on tit trim)"al penalties of a flit up le 51.500.01 one Yeats'Imptisonmenl as well as civil ptna111es In llte lot"I of as 1*01'WORK ORDI-Al.and a fine of 3100.00 a day against lite. 1 undetsian (folly of This staltnttnl nuy lit forwa ttl to the V tct o nvt0gatiom of flit UTA for coverage vetificnllon. ' I do her ebp erflT trnler Nee I i►t.r t toil Itenn irs of pe 'ter►•flint the injonrtnrien provided above is trite a►ld correct. Signnlurc ` Ualc Vw Print noire_ o�tt ! � � x I'hnnc l►— � "Iriclml test only do nn1 wrlte In this nets In lot conipltttd by tits for town oflictal city or low": permit/license H- 1 1nn11d1nR Uiparlmcr UI�IcenslnR tlo�rd 1]check if Imntcdlolt rt+llnntc it rtgoirtd []Stletitht"'s Office • � G]Ilfallh(I)iharlmenl contact person: phone N; t f ft�lhtt~ 1 rMs real } i RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE !� '6�square feet x$96/sq.foot= �'� x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $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 .0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney, �_x$25.00= (number) Inground Swimming Pool $60.00 -Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee projcost oFHE, � Town of Barnstable Regulatory Services saxxsrAB4. ; Thomas F.Geiler,Director fp �a�m 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 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. f Type of Work: '" "f Estimated Cost_ Address of Work: -u Owner's Name: i Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied Uowner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH.UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. Date Owner'sl4ame Q:forms1omeaffidav .Affidavit of Substantial Financial Interest of v -s �;• h� , on oath a�� depose and state s follows: permit for the roe locate at Map , Parcel 1. I am an applicant for a building p P P 2, I have ®® °/a legal or equitable interest in the real property which Is e ara ra in h 1 above. subject of the building permit application which Is identified p 9 P • , 3. Within in the last twelve months from today's date, which is the following individuals or entities have had a 1% or greater legal or equitable interest in subject of the building permit application which is which the sub 9 the real property wh J identified in paragraph 1 above: Name Address. 4. Within the last twelve months, from today's date, which is l have had. a I% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within 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 /UQ building permit applications for property in. which I have a 1% legal-or equitable interest. B. Within this month, I have received building permits-for property in which I have a 1% legal or equitable interest. 200 . Signed under the pains and penalties of p rjury, this _ day of _ _ 2001-00501affin Q/LOTTERYIAFFIDAVIT 32'-6" .. .. ..... B,-0• H N U)N 2` 8'-1• 8'-0" 8'-0".. 6'_t• LLI 7•_10" 2" g L J LTJ LSJ LIJ L J Z^ IL J s C' _ O � J 2,_0. .. _ 2,-0- _ } I f. " FRAMED WALL(8'-W high):9c6s @ 17'-. • @WALK-OUT AREA O a WINDOW&DOOR PLACEMENT B.O.----------- N _ V a -- ------- 310 — -- ---� r r--- 30310 3089 30310 DOOR 1 - - 1 _ --------------- ------------- I 1 r------- -- - --- --� 1 i I 1 1 1 - 1 I • FRAMED WALL(4-0`hlgh):2css @ 17'o.e. i � 1 )� 1 4"CONCRETE SLAB w/SX6 I� I 10/1 0 W.W.F.ONBMIL VAPOR li STEED: PtFF- COLUI.,(I.I 1 _BARRIER OVER' OF COMP.GRAVEL. �(o A X?J�� FOO'1-I AI ( I ` U. 1 FILL PITCH TO DRAINS. _ �T 1 1 O (11115 LO CAcn-o J ONLY) 1 W ul L. L J- y ITY 6'-0" R'-o LLl N T.LOLLY COLUMN(BO.) 1 1 N ( _) 241N24'Y17'd COLUMN FOOTING I 1 MASONS SE IMNEY KEYED TO SLAB AND FOOTINGS 1 I _ BEARING ON 4"COMPACTED SAND OVER UNDISTURBED SOIL 1 I 1 V CONTINUOUS REINFORCED W2#5 BARS CIXJC.FOOTING .ON UNDISTURBED SOIL 2V%xUYU min - 1 1 1 1. I---------- ---- ------ --- --- ---J I i 10•'CONCRETE FOUNDATION WALL I r, - Q I '------------------------------------------------------� L J _ 43 10"dia CONC.PIER WAR-dia x 8". • `- - H o§ o - - LOCAT o ION PIN CENTERED(Y PROI.), o _ - n io ON 2W x 20•x 12"CONC.PAD DEPTH OF •' :1 1 1 �i'-'� O m " PADS BELOW FROST LINE `T\{OF kJry (16 PLACES) vq,F.P s"P o t o� 71 r"I E su LiJ L J LiJ L J LiJ LIJ o r(�0.7237 4 6' o B,_�".. z' �i D.A, r o •. - REV y 9/2/06 T A3 N N 32'-6" 1 8'-0' PORCH GIRDER:(3)P.T.2.8. - O < x � 2x8 P.T.JOIST�16^o/e �� O ZX tJ� 2x10 FLOOR JOIST DIRECTION(TYP) AT 16^0/<SECURED TO BEAM WITH STEEL JOIST HANGERS(B.O�.) PROVIDE BRIDGING AT MID-SPAN PORCH GIRDER:(3)P.T.2.6. _ - � W v OBL 2x10 BOX L W O W W H N 2x8-P.T.JO IST@16'o/e - - N BEAM: 3 1/2 x 7 1/4 GANG-LAM N N a - n � CONTINUOUS 2x10 P.T. SILL SOLID 2x10 BLOCKING 036' o/c5� - HERE BOX RUNS PARALLEL TO J - 2x8 P.T.JOIST @16"o/eIL r III p IL }D q Z N OF r" $ PORCH GIRDER:(3)P.T.2xes Fra. /cal dl 32'-6" 8'-0" 2" . 8'-I" T-10" 2" O 2 L J L J L J L J L J .d t 2'-0" 2'-0„ - - m. Z X FRAMED WALL(B'-fY'high):DIGS @ 12'o.c. - , n 0 @WALK-OUT AREA - O ZS W W DOW 8 DOOR PLACEMENT B.O. V �' r--- ------------------------ -- ---� 1 N 30310 3068 30310 r DOOR I - .-------------- . FRAMED WALL(4-0"Ngh):2(6's @ 12b.c. I i - - W N i I 4"CONCREfESLAB wFiX6 10/10 W.W.F.ON 6 MIL VAPOR 'i St EEL ?-IPS COU)MM I rl LL - i BARRIER OVER 4•'OF COMP.GRAVEL j6 4 X 3 1" FOOTI u I W FLLPRCH TO DRAINS. O I i r r 1 W (I-V+Is LOC^-noQ OWLY) I I t— O I I I I r I a j I L LL y 4"LOLLY COLUMN(fl0,) i I 24'k24'kt2"c COLUMN FOOTING I I MPSONRYCEHIMNEY I. - KEYED TO SLAB AND FOOTINGS I I r 1 - - d BEARING ON 4"COMPACTED SAND OVER UNDISTURBED SOIL - � = Q ^—CONTINUOUS REINFORCED W2#5 BARS CONC.FOOTING I I f ON UNDISTURBED SOIL 2(YW x i(Y"d min I. 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BEARING ON 4"COMPACTED SAND' I - - -y; I I - r , - - d _ •.. OVER UNDISTURBEDSOIL .. LLJJ V ' -- I - CONTINUOUS REINFORCED W2#5 BARS CONIC.FOOTING ON UNDISTURBED SOIL 20'W x 10'U rrnn - ---J I J I I-- ----_—'-----------------�----------- I `- 10"CONCRETE FOUNDATION WALL -1 r -1 - -4 .. s J s d L J t _ • - a "- • - `�". -. 3 .'. n 1 fit. _ _ � ' 1 10"dia CONIC.PIER W/10 dia i S" o - "•. j LOCATION PIN CENTERED(3"PROJ.) x ' + ". - ' _ _ • _ _ ~ �,- 4 ON 2W x 20"x 12"CONC.PAD DEPTH OF - - >,y _ .. .. Oj OI °�"�'"�`�{" y _ Z .PADS B16PLAFROST LINE IL r r r ., r , L J L J r L=J L J. s �� { `12j ). a. z.. tttCjjj))) 8.-0.. �7- 2 G -, - s. � REV o €D F• t S/2/05 , 3 :. pg. �., PORCH GIRDERt(3)P.T.2.8. - - - - 0 3 2x8.P.T.JOIST L✓a16-ole " Z 10 00 FLOOR JOIST DIRECTION(TYP) - AT 78"ole SECURED TO BEAM WITH STEEL JOIST HANGERS(B.O.) PROVIDE BRIDGING AT MID-SPAN = - PORCH GIRDER:(3)P.T.2x8sLu � e ' DBL 2x10 BOX • .. _ W to - _ 2x8 P.T.JOIST G16"o/c BEAM: 3 1/2 x 7 1/4 GANG—LAM - - - - N Y � y CONTINUOUS 200 P.T. SILL - - SOLID 2x10 BLOCKING ®36n.0JOISTS HERE BOX RUNS PAR ALLELTO a O Q 2x8 P.T.JOIST @16"ole FF Lb PORCH GIRDER:(3)P.T.2x8a x;• el f y „ " " A31 i FIRE r Town of Barnstable o a,. Regulatory Services 9'"M'AssB��� Thomas F. Geiler, Director `bpiE0.o.�A`` Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.ba rnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 November 10, 2005 John R. Alger,P.C. Attorney At Law P.O. Box 449 Osterville, MA 02655-0449 Dear Attorney Alger: In response to your correspondence of November 7, 2005, regarding the Cappizzi matter. You state that the subject lot was never in the business district which existed in this area. This-is incorrect the business zone was an area which started at approximately Windmill Lane and extended west along route 28 to the town line with Mashpee. This clearly shows that this lot was in the business zone. This area was re-zoned to RF 1 by article B-1(d) on November 5, 1983. Please contact this office if further assistance is needed. Sincerely Tom Perry, Building Commissioner LAW OFFICES OF JOHN R. ALGER, P.C. $r° difi j f . ATTORNEY AT LAW 5 PARKER ROAD P. O. BOX U� _� PM 1• 08 44S (tlL OSTERVILLE, MA 02SS5-044S TELEPHONE(SOS)428-8S94 {,+' ""'�.;,_ (508j 420-3162 November 7, 2005 Mr. Thomas Perry Building Commissioner Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 Dear Mr. Perry: I have researched the Capizzi matter further since talking to you and feel that Mr. Capizzi is entitled to a building permit for Lot l' on Route 28, Cotuit because that lot was never within the business district and was never, therefore, part of the nonconforming use. As you know, the land at the corner of Santuit-Newtown Road and Route 28 was originally zoned as business for a depth of 200 feet on Santuit-Newtown and 200 feet on Route 28. The land on which we are seeking the building permit was never within that area. Therefore, in1983 when this land was rezoned RF, the land on the corner became nonconforming but the land in the rear, which is now the subject of our petition, remains RFI. Since it was always in an RF1 district, it could not be part of the nonconforming use and, therefore, should be buildable for a single-family residence at this time. I would greatly appreciate it if you would review this to see if you agree before we proceed on this matter. Very truly yours, JRA/bt c.c. 'Mr. Arthur Traczyk tr t L LAW OFFICES OF JOHN R. AUGER, P.C. ATTORNEY AT LAW S PARKER ROAD P. O. BOX 449 OSTERVILLE, MA 02655-0449 TELEPHONE(BOB)42B-SS94 FAX(50B)420-3162 March 7, 2006 Thomas Perry, CBO Building Commissioner Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 RE: Thomas Capizzi and Jeanne Capizzi, Trustees and Thomas Capizzi, Jr., Trustees of Thomas Capizzi Revocable Trust and Santuit Realty Trust; 4575 andd 4591_Falmouth d, Cotuit, MA_0263.5� Dear Mr. Perry: In accordance with the Zoning Board of Appeals Decision regarding the above- referenced matter, I enclose herewith a copy of the Notice as recorded with the Barnstable County Registry of Deeds. Very truly yours, JRA/cmv 2. Enclosure DICTATED BUT NOT READ 013517 BARNSTABLE lie TOWN CLERK HAMSTML K ' D1A�,rp *06 FEB —9 P4 .07 Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2006-007- Capizzi . t Special Permit Section 240-94 Nonconforming use Reduce lot area upon which a nonconforming use is located. Summary: Granted with Conditions +' Petitioner: Thomas Capizzi&Jeanne Capizzi,Trustees,and Thomas Capizzi Jr.,Trustees of Thomas Capizzi Revocable Trust and Santuit Realty Trust o Property Address: 4575 and 4591 Falmouth Road(Route 28 and 1645 Santuit-Newtown Road,Cotuit,MA v Assessor's Map/Parcel: Map 024 as Parcels 041=001,041-002 and 041-003, Zoning:. Residential F Zoning District 0 Relief Requested & Background: oThe applicants are seeing to develop a two-bedroom, 1;164 sq.ft., single-family dwelling located on a lot identified as Lot 1 on a 1987 Approval Not Required(ANR)plan entitled"Plan of Land Lots 1,'2&3 State w Highway—Route 28 Barnstable,MA",recorded at the Registry of Deeds in Plan Book 434;page 13. The subject lot is shown on Assessor's Map 24 as Parcel 41-001 and addressed 4591 Falmouth Road(Route 28) Ln Cotuit. The Building Commissioner has refused an as-of-right building permit application for the proposed - construction. The subject locus of the Appeal before the Board is comprised of all three lots created in May of 1987 by the Approval Not Required plan and totaling 5 acres in area. The 5 acres being that locus owned by Thomas Capizzi and Jeanne Capizzi;Trustees of the Thomas Capizzi Revocable Trust, as evidenced.by a single deed recorded in the Barnstable Registry of Deeds on June 19, 0 1995 in Book 9715,page 85. a Today, some if not all, of the locus is occupied by Capizzi Home Improvements, a business use in a Residential F, single-family zoning district and a Groundwater Protection Overlay District. The 5-acre locus is developed with: •. A two-story residential structure of 1,680 sq.ft. The structure dates to the late 1800's. That structure is addressed as 1645 Santuit-Newtown Road(Lot 3 on the ANR plan). The property also includes a number of shed structures and an accessory detached structure of 1,196 sq.ft. referred to as a garage. • A second detached structure commonly referred to as "a Barn"and identified in the Assessor's record as an"outbuilding"of 1,600 sq.ft. also.exist. That 1.5-story structure was built in 1988-1991 and is located on that lot addressed 4575 Falmouth Road(Lot 2.on the ANR plan). Procedural &Hearing Summary: This appeal was one of three appeals filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on November 18, 2005. An Extension of the Time Limits for holding.the public hearing and for the filing of the decision was executed between the applicant and the Board Chairman. A public hearing before the Zoning Board of Appeals was duly.advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing opened on January 18, 2006,.and continued on February 01, 2006..At this r time the Board.found to grant Appeal 2006-006 for a Special Permit for the change ofa Nonconforming Use,if so existing,on Lots 1 and 2, and Parcels A&B to be used only for single-family use in full compliance with the conditions herein and the Residential F Zoning District regulations. Board Members deciding this appeal were,Ron S. Jansson,Randolph Childs, Sheila Geiler, and Chairman. Gail Nightingale. The Board initially included Associate Member Jeremy Gilmore completing the full five members. However, at the continuance Mr. Gilmore was absent and the applicant elected to continue with only a four member Board knowing that it would take the positive vote of all four to grant any relief. Attorney John R.Alger represented the applicants. Thomas Capizzi(Sr.)was also present during the proceeding and participated.in the presentation. Mr.Alger presented the issues noting that the applicant only seeks to develop one of the ANR lot as-of--right under zoning. The concern that prevented the building permit from being issued is that of the altering of the 5-acre locus upon which a non-conforming use appears to be located. W. Alger stated that Lot 1 of the ANR Plan is not being used for any purpose and had never been used. He concluded that this proposal should have been granted as of right. The Board reviewed the history of development of the 5-acre locus and the transfer of the property from 1976 to present. It was noted that in 1987, the Assessor's Office implemented the ANR division of the 5- acres by issuing three separate tax bills. However,the applicant when transferring the property(from individual to trustee)retained it in one deed using the originally 5-acres description. Mr. Capizzi did state that only Lot 3 of the ANR plan was being used as Business Use, Capizzi Home Improvements and Lot 2 was used to house his horses and personal items. Lots 2 and-1 had never been used for business purposes. The Board reviewed the history of zoning in the area and concluded that if a legal non-conforming use had existing on the property it would have to predate to 1983 when it was rezoned for Business Limited C to Residence F. That was 4 years before the ANR Plan. Therefore,if a non-conforming uses exists, it would have to be considered on the entire 5-acre lot. To now take part,but not all of.that 5- acre lot and use.it for a permitted use under zoning can not be allowed as-of-right.. The Board concluded that the Building Commissioner is right in not issuing-the Building Permit as-of-right. The Board then discussed`the proposal to build the single-family dwelling on Lot 1 noting that Lot 2 has an existing accessory structure, "the Barn"on it without the benefit of principal use. Mr. Capizzi cited that it was his intent to use the barn to house his horses when he finished the dwelling on Lot 1. The Board noted that Lot 1,Lot 2 Parcel A and Parcel B should be united to correct the situation with respect to an accessory use on an independent lot. Mr. Capizzi stated that he would have to discuss,that issue with his son,Thomas Capizzi Jr.,before he could commit to uniting the Lots. The Board continued the hearing to February 01, 2006. At the continuance,Thomas Capizzi Sr., stated that he discussed the issue with his son and was now prepared to unite Lots 1 and 2 and Parcels A and.B of the 1987 ANR Plan into one lot for use as.a single- family dwelling. The Board noted,to Mr. Capizzi that no business use would be permitted on that area of Lots-1 and 2 and Parcels A and B. All business use existing would have to be limited to Lot 3 only.The Board further stated that the granting of this special permit to Lots 1 and 2 and Parcels A and B in combination did not grant any rights with regards to Lot 3 or the legality under zoning that a pre-existing legally created non-conforming use.exists on Lot 3:The Board did not address the issue of the pre-existing legal non-conformity in the use of the proposed lot..The use is to be that of a principal permitted use in the district. 2 The Board and Mr. Capizzi discussed the conditions on the property noting that there is a number of old vehicles, trucks, trailers, a boat,lumber and timbers and other construction like materials stored on the property. Mr. Capizzi stated that those vehicles.and materials are for his personal use and not part of the business. He stated that he would remove the boat,the 1980 Jeep vehicle and the S-600 dump truck and would conform to those laws with respect to parking of un-registered vehicles on a residential lot. He further agreed that all materials and all un-registered vehicles would not be located within the required front, side and rear yards setbacks (100 feet on Route 28, 30 feet on all other ways, including any"ancient way and 15 feet on all side and rear lot lines), and that all-would be screened from any right-of-way and neighbors. The Board and applicant also discussed the issue of access to the residential lot. The Board desires that no access be taken from Route 28 and that all access be from Santuit-Newtown Road. Mr. Capizzi stated that he has access to the "ancient way"located to the westerly side of his property. He further stated that he gated that"ancient way"but uses it occasionally for large drop-offs of hay etc. The Board determined that it would be up to him to satisfy the Mass Highway that,such an"ancient way"exists and to secure any curb_. cuts needed if that was to be used. The Board and applicant agreed that if it was secured it would only be used occasionally and everyday access to the lot would be from Santuit-Newtown Road. During the proceedings; the public was invited to comment and no one spoke in favor or in opposition to the request. Findings of Fact: At the hearing of February 01,2006, the Board unanimously made the following findings of fact: 1. Appeal 2006-007 seeks a Special Permit pursuant to Section 246-94 for a Nonconforming Use. The applicant is Thomas Capizzi&Jeanne Capizzi,Trustees,and Thomas Capizzi Jr.,Trustees'of Thomas Capizzi Revocable Trust and of Santuit Realty Trust. The applicants seek to develop the lot addressed 4575 Falmouth Road,Map 024,Parcel 041-001, for single-family use in conformance with zoning thereby reducing the area upon which a nonconforming use is located.. The subject lots of the appeal are addressed 4575 and 4591 Falmouth Road(Route 28 and 1645 Santuit-Newtown Road, Cotuit,MA as shown on Assessor's_.Map 024 as Parcels 041-001, 041-002 and 041-003,in a Residential F Zoning District 2. The subject lots of the appeal comprise 5-acres and were purchased by Thomas Capizzi and Jeanne Capizzi as husband and wife on November 15, 1976. At the time the applicants purchased the property, the first 200-foot fronting on Route 28 was zoned Business Limited C. The remainder being zoned Residential F. In November of 1983, the Business Limited C District,was eliminated that the entire property was zoned Residence F. 3. In 1987.an Approval Not Required(ANR)plan entitled "Plan of Land Lots 1, 2&3 State Highway —Route 28 Barnstable,MA",'was recorded at the Registry of Deeds in Plan Book 4.34,page 13. The Approval Not required plan created 3 one-acre plus lots from the 5-acre locus. 4. The Lots shown on that Plan as Lot 1,Lot 2 and Parcels A and B.are now the subject of issue before the Board. 5. These Lots,when created would have to be after the non-conformity in use would have been . established,because at the time of the ANR the entire 5-acre site was Residentially Zoned. In 3 regards to business use,this Board makes no finding that there is a legally created,pre-existing non- conforming use. 6. The applicant has agreed to combine Lot 1,Lot 2 and Parcels A and B shown on the 1987 ANR plan into one developable lot to be used only in full conformity to the principal permitted uses in the Residential F Zoning District that it is now zoned. The area shown as Lot 3 on the ANR plan is an existing developed lot that is purported by the applicant to contain a non-conforming use. 7. To grant the relief requested would situate the alleged non-conforming use on a smaller one-acre lot and not on a 5-acre lot. The existing businesses in.the neighborhood are along Route 28. These businesses are mostly situated on small lots and are restricted in their ability to change and grow. The grant also creates a single residential lot of over two acres in conformity with zoning in this area as new lots in Cotuit are required to be a minimum of two-acres in area. It would also correct the issue in regards to accessory use situated on a lot without principal use. 8. In evaluating the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial.detriment to the public good or the neighborhood affected. In fact,to grant this permit would be keeping the intent and purpose of the Zoning Ordinance. Decision: Based on the findings of fact, a motion was duly made and seconded to grant the special permit requested in Appeal 2006-007 to allow for Lot 1,Lot 2 and Parcels A and B shown-on the 1987 ANR plan to be used for one, single-family development in accordance with the Residential F Zoning District regulations and subject to the following conditions: 1. An Approval Not Required(ANR)plan uniting that area of Lots 1 and 2 and Parcels A.and-B as shown on the 1987 plan,entitled"Plan of Lots 1, 2, &3 State Highway-Route 28,Barnstable,MA" uniting the area into one lot shall be prepared by the applicant and submitted for endorsement to the Planning Board. That plan shall clearly identify that the new lot created from the combination shall only be used for development of one single-family development in accordance with zoning and in accordance with this decision. No portion of this new lot so created shall be used for any business or commercial purpose nor shall it be used for any junk yard in violation with zoning. 2. Access to the new residential.lot shall not be from Route 28 except occasional access shall be permitted from the"ancient way"located on the westerly line of the new lot,if and only if an "ancient way"truly exists and only if that way is recognized by Mass Highway and a curb cut is issued for that"ancient way." Regular access to the new lot shall be from Santuit-Newtown Road. That access shall be reviewed by the Building Commissioner and the Cotuit Fire Department and improved to their standards for access. 3. Access to and from Lot 3 shall not be permitted over the new.residential lot,that being the combination lot of Lots 1 and 2 and Parcels A and B as shown-on the 1987 ANR plan. 4. Construction shall comply with all applicable zoning regulations and Building Division = requirements. 5. The on-site septic system shall conform to all Title 5 requirements and all local Board of Health. requirements without a variance. 4 6.. Any mechanical equipment associated with the dwelling(air conditioners, electric generators, etc.) shall be located so as to conform to the required setbacks for the district and screened from neighboring homes and the public right-of-way. 7. The existing accessory building know as the barn shall be used only as accessory to the proposed new dwelling to be built on that combined area of Lots 1 and 2 and parcels A and B. It shall not be .used in any way with lot 3 as shown on the ANR plan nor for any commercial or business purpose. 8. Prior to the issuance of any building permit for the dwelling,the applicant shall remove from the area of the new lot(the combined area of Lots 1 and 2 and parcels A and B),the boat, the 1980 Jeep vehicle and the S-600 dump truck as well as all other vehicles until the lot conforms to the Town's limitation on unregistered vehicles. All remaining vehicles,trailers etc. as well as all construction materials including lumber and timbers located on the property shall be relocated so as to conform with the required front, side and rear yards setbacks (100 feet on Route 28, 30 feet on all other ways, including any"ancient way"and 15 feet on all side and rear lot lines),and screened from any right- of-way and neighbors.. Upon cleaning of the property,the applicant shall notify the Building Commissioner and the Commissioner shall inspect the site and buildings located on if for assurance that this condition is being fully compiled with. 9. The residential use of Lots 1 and 2 and Parcels A and B in combination including the accessory structure shall not now or in the future include any use for commercial or business, storage of construction materials or renting of rooms. In addition,no use shall have direct access to Route 28 with the exception of the"ancient way"should that"ancient way"really exists and as conditioned previously for occasional use. . 10. This decision must be recorded at the Registry of Deeds and a copy of that recorded document must be submitted to the Zoning Board of Appeals Office and to the Building Division before any building permit is issued. The relief authorized must be executed within one year of the grant of this permit. The vote was as follows: AYE: Ron S. Jansson,Randolph Childs, Sheila Geiler, Gail Nightingale NAY: None Ordered: Special Permit 2006-7 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this.decision must be exercised in one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17,within.twenty(20)days after the date of the filing of this decision, a copy of which must be.filed in the office of the Town Clerk. _ oni C, he 'mil 2W G C.Nightingale, hairman Date Signed I, inda Hutchenrider,Clerk of the Town of Barnstable,Barnstable County,Massachusetts,herehy certfyahatt.vu.�r*y (20)days have elapsed since the Zoni oard of Appeals filed this decision and that no appeal,of the'decision has been filed in the office of the Town Clex ed a ed thi CGl , nder the pains and penalties of per Linda Hut chenrider,Town Clerk 5 Zoning Board of Appeals (ZBA) Abutter.List for Map 024 Parcel 041-001 Abutters=Parties of Interest-those directly opposite subject lot on any public/private street/way and abutters to abutters. Notification of all properties within 300' ring of the subject lot. This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters: The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from the Town of Barnstable Assessor's database on 1/2/2006 Mappar Ownerl _ Owner2 Address 1 Address 2 City State Zip Country 023019 BARNSTABLE LAND TRUST INC PO BOX 224 -J- COTUIT MA �12631 023020 ROZENS,IEVA 2465 PALISADE BRONX 10463 USA AVE INY 023021 HAMBLIN,-CHARLES E 1726 COTUIT MA 102635 USA NEWTOWN ROAD 024003 MICELI,ROBERT J&JANE K 38 COTUIT MA 102635 JUSA SANDALWOOD DRIVE 024005 FRASER,DEAN C 71 TARRAGON COTUIT - MA 102635 JUSA ICIR 024006 1HAYWARD,HARRIET P BAKER BAKER,FO&RW&RM&DF&LH& 1635 SANTUIT- COTUIT IMA 102635'. JUSA CD WTOWN RD 024037 MAYNE,STEPHEN H PO BOX 1441 COTUIT MA 02635 USA 024038 BLANCHETTE,ALAN R&SUSAN OWTOWN 0 COTUIT IMA 102632 JUSA T RD 024039 1KAPLAN,SHELLEY M 9 FAIRMONT CAMBRIDGE MA 02139 AVE t 024040 COMMONWEALTH ELECTRIC PROPERTY TAX DEPT P O BOX 567 INORWOOD IMA 102062-0567-1 024041001 CAPIZZI,THOMAS.&JEANNE TRS, 90 HEAD OF MARSTONS MILLS ��8 USA THE POND DR 024041002 ICAPIZZI,THOMAS TRS& T APIZZI,JEANNE TR 90 HEAD OF MARSTONS MILLS MA 02648 USA THE POND DRIVE 024041003 CAPIZZI,THOMAS TRS& CAPIZZI,JEANNE TRS "/.CAPIZZI, 11645 SANTUIT- COTUIT MA 02635. USA THOMAS JR T_R WTOWN RD 024042 SHAPERO,JANET GAIL 53 PARK AVE NEWTON MA 102458 USA 024076 TAYLOR,LOIS L TR 808 SO MAIN ST CENTERVILLE MA 02632 USA ' Tuesday,January 03,2006 Page 1 of 2 Mappar Owne.rl Owner2 Address 1 Address 2 City State Zip Country 024157 rRYAN MOTOR INN INC 357 SCRANTON IFALMOUTH MA 102540 USA AVE -------------- ``' Tuesday,January 03,2006 Page 2 of 2 LEGAL NOTICES T O.YJ111t�OFSAFil�1STABLEm11G111[GBDA13D=0(Fz�APPEuq,[# NOTIEE OF PUBLIC HIMRING UINDER tHE ZONING ORDINANCE r, ,J/ N 3JaY" 8n 206� d . T II •ers"c7:s interested in ok affected b the Zonin Board bf A eals der:Seo�t"on o a p g Y. 9 PP 11 o1iG apf 40A of the General Laws of the 9ommonweal#j of Massa e ts;a all °•. '_ amen�rrpp thereto hereby notiRed that:. s' 7 00 Appeal 200¢�05Pg e�s D ve Assoitron © prry' 7.1 2 xra. ' The PLfi�ah �311� ain�es�� Sec ns 240 43. 0 44,Acoe s �ry ses The Itea 6 Js s eking:to construct dock, ier and w aY011s toed n o g sso1cl {too OgR o ... be us y 3 P_Ory wve ap a 167 p I © r i °w ! ©... Wo ' -67p reel ' 018;4�'poru s = , e a rcel 0'�8;. o e:• a 161.p a:033 nd 871 Bra �veK ap 167 parcel 0 2 All of whic a to ille �and rn a . . Resid¢r�';�e Z is�trict � �� App a 0.R 0006 Cap�i Thom a r JeAnne', apizzr T fe ffh� Capizzi Jr TruCaprzr: ab1e frost sti fan#urt'Rea ave aF?Pealecl tkie decisio%o a Bui gig Cotnrrf� r n €d:refuse ksurfding permit fdr development•of a single.-' mJy�ellI ion. r prope'r r s2d as 45�:5 Im h Road,Coturt MA as'howrr`on Assesgkl�Map 2# as Par © r n F rDtncf. "� r , ,� 7015 P.IYI e -0 01 4 '' ''Caiuzai .. a:r,•:sS4'iwwr,+,#na>-4'T..+.c!�^q�nr1?'u"y�c' a .. .•, Thomasi i 8leanne*• prz Trusees a,d Tk� . :as Ca izTrtYsi ee�f Th as. CaprakFa ab Est a`• antui Re Ity T' ham applra or Sp aa�Po pu ant. Y .to Seotiorr7'c 9nce4i° seThe liEntse �rreueetheare{ onvrivri ch ;_ }a non Qk1fio ickg^FFse it �id titr� aFa1€°fd' Y4�pr>FenE of gEe fa �Yi dwOR elling'''Y sUbject lotWarg a dressed 4575 and 4-5 t ft FLaf cloth^Road' Z ntl 1645 SarF x iwtown f�tlit ass ri � orxs Maps, asla Is k04t'00' 0 A0q and �Q i st€ref f e to develop e ajd.resseM; t��almbuhQaap� Ra er041y O(T q 9�- ilk UseJ O af*e_with Z ! ,"yti "`y '„°•� 7 15 :,Milli '. Y 4A ife 06 008 r E pttr R ✓� 7., t' Thorraa z�&Jeank�e i r TrusYeas a' d Tho $Capizzi Jr Trustee f s s Caprzi�1 ©191.6 Frusta • ttlrt i�a �,e Ired for a Vgrri `r p a Ses n 240 9 q.'bit o fortningiCJse kre a p icanik Tone the area rfn h a n confo . gar e is}ops#ed ai` r e1 a a [#h evelo�meiif o1 a @ 15 rh/A 1a3, sing G �ct�fo#S are atidti ss �zi w alrnPgxq,l oatlfft s ;t� „ t p 4'fa a i Sant r qgo 3A-41 ? ,HF, on d6 p ? eaa Di f p the lot a dress t�aa7Fa o bad Map 0244Pareel 01`001 for sngle farhi4� in _ 1'con€owtlioinva � "� 7 30 P`M d! r.wr s.. APPe i 20 6 �09. � t fi. • fur kic/Eagan Alan B.Curtw and Girl Eaga au a ire pedal Pie it pursuant to Sectigr 0 91(li�for:the denro°cttt it a e uil�dt � ;y "e g!on a lot u�tler t© 00 sq ft rn:area The:suf�le t,?Crd", is addr6asedn8 fast Avenue 'Osterville MAC as s w onAasesors a��1 9s, a l0 a latial ntn bstrct; These .tblicsl� stgsy tlFoh ��3Streetr"kalrs Y. MA F{e. aorrt 2"�; e'' ' ,� •� a"" �'�° 8-0©6#• a �' rcattons a •°�? be rewee�3�t n n fi' tz Appea O e (�o�rtfiMan:g'r f epartment,T y Offices,200 Marp.Street finis tv1A ,. Ga4 Nightirigale,Chai an Zoning$opkd of App aIs yt The�r i;tabl? a a � t �°r � � , Y -! �`,�'1Z Dece er 30. �.5`and J_ oro €706 �a ` SMOKE DETECTORS REVIEWED -4? BARNSTABLE BUILDING DEPT /DATt - - . FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING _ CARBON MONOXIDE ALARMS _ MUST BE INSTALLED PER MASSACHUSETTS BUILDING CODE CUSTOM Cl.;PHAMPLAIN PREPARED FOR: _ ,e,'' ^ � DEALER: HOME OFFICE �?` orar.,ss LOG SYSTEM: System323Nit 2000 Co,wy Lo¢Homes GREENBE F pp•� LOT 3 no -84. a SyEpTjC r 7340�0� E ac pP`\ 9LOAMPECoNINFs � ILT '�cT � 516 l 1 SNED l LOT 2 OUTN LOT 1 1 / TIE 46455f S.F. o ' I TO NEW P 1 \ pTjCESI STIl o G v 31.s• /�+ Ilk M � 4 0 co 1 O IIN co OF IN N� LEY IN Co— cv)co rolb, \ \ \ co �`\ / FOUNDATION LOCATION PLAN PREPARED FOR o-� � ► I i 1 j 1 � \\ �`\ CLIFF ALLEN OF 1559 NEWTOWN ROAD ���i ; / ► / BARNSTABLE , MA 1 ,7 J. E. LANDERS-CAULEY, P. E. �oc� ' CIVIL ENVIRONMENTAL ENGINEERING 4p��jy ���� / of ; ; ► ; P.O. BOX 364 WEST FALMOUTH, MA 02574 , N� , �� 1 ; ► t (508) 540-7733 ph. (508) 540-3022 ph. 508 540 - 3344 fax ASS.# 024-009 DATE: 09113105 p0' ' SCALE: 1" = 30' DRAWN BY: JDR 0'�� NO i ,/ ` . JOB . 1431-ASB SHEET: 1 -OF 1 I LOCUS LEGEND �0 `--{99 PROPOSED CONTOUR' g 99 PROPOSED SPOT GRADE S W - 92 - EXISTING CONTOUR z - - oHw EXISTING OVERHEAD WIRE j - s ? W PROPOSED WATER SERVICE 0 V403 WETLAND FLAG LOCATION TP i, �FJ TEST PIT 0 LOCUS MAP N.T.S. f �� MAP 24, .. PARCEL 40 PLAN REFERENCE f PLAN OF LAND, LOTS 1, 2 and 3, STATE HIGHWAY - ROUTE 28 so. BARNSTABLE, MA, BY ARROW ENGINEERING, •INC., IATEO"5/12/1687.1 MAP 24, Ii /' PARCEL 41-2 V-102 V-1014 Nog A0 .1 0 13 ` �yY �I 1 I ? ( i ( yOF N2�S°Oa'4'2"VV V-/06 V-107 i f `/♦� i 82.'176' \ `�V -=� \ I IJL��.y. ,. _ f 1 t j i t /f jJ / J Jj S � ......-_... ......-.^•..,-. f 7 t �� , i'-~ 7 � � j� � 'i - ..`,�' .� ���� �. 1, � { i £ rr � � f f } �f I } 44- BU(LDINQ SETBACK LINE (r P. d )� ' �r� S, � � EDGE [OFF � �J%J �'f�f� r Y � T � ! tt {/ ` fr \\\ 4 \\ jfJ � .. 1 r t /1 f M t / in A I ...�....•.�....,_.....�r�...,....-_.......-_....,-,,...�.....' l � •,.."••'.�-^' �'�`. Y tc sue. � �`�".•.-" "",."�"' /�'` f�'� .i 12 �,�.�...-._,,, ,� ffs• �' } `.,� '�� �•. �� y``'�-,. � � 4c --- _-�" ' "" �,. {��✓"" f, PETER T. Cal 3 � ,.,_ .✓`' •,..�' ,/`Y,./ .i c � v> c. f,� �. i f �r MCEN EE N YKE ��� r / ; CIVIL In �, `�2� r— y . .. 109 DD +� 25' --) 2 B ROOM /' - _ _.r _ _ 35 _ - g ,I711GEWNGt.w ``` a4 r " " `� `� r TI LINE (TYP) 11� �5 NO. O - _. � s r-----�:<v-- „ � � �., `.^.,,^ -•...,.,,,.- ,--...�6�..,� �,,� .,. r,..• P" 7i'F'GISjF.�F' fY R�ERVE n.4 _ `iLy Q AREA i M ''. p 22' _. __5g...._ - PROPERTY LINE ! �® $$I o � � —., CEIJ AR'fiAOR e _....."— � R L S F. CENTER OF ANCIENT WAY I�y __ m µ (ter /�� V .,..V..•....,...,,--PROPOSED p d .�. ,.- •.f ,.5 ''\. "�^..,.� ---'" Cc J -"" 5Ei'�1Q,TANK__ "� .Q...-. ..,,,•„-.-. •'�^ /' ..- fE� 15 SETBACK e� 2`` ETBA m _. .. .. 58L�IVI A P �. .-- — �� �� 2 uF LINE ..... 24 � �4 ... _....._.....y._...._.....� -".-.--.. �.,= -��A457' B�NW PLAN REVISIONS �-- PARCEL 41-1 W "" ~-- •..ANC! NP w�7 �`�""' 99 06 3/31/05 Added wetland flagging by VACCARO Environmental Consultants. -Acres -.-- " -` " - 5 21 05 Revise proposed budding location and septic system. �- 5 701 7�E , 9 07 05 Revise proposed buildinglocation and septic system TIE LINE (TYP) BENCHMARK W��gND DELNEAT IION SPIKE IN TREE PROPOSED SEPTIC SYSTEM SITE PLAN EL.=66,84(NGVD) Eastbound Landsurveying, Inc. PROPERTY LINE IS , P.O. Box 442 CENTER OF ANCIENT WAY MAP 24, Forestdole,. MA 02644 4591 FALMOUTH ROAD COTUIT MA PARCEL 42 '(508) 477-4511 Prepared for: Thomas Capizzi, 90 Head of the Pond Lane, Morstons Mills, MA ZONING CLASSIFICATION: ZONE RF AND Engineering by: Surveying by: SCALE DRAWN JOB. N0. SETBACKS: FRONT YARD=100' ALONG ROUTE 28) FLOOD PLAIN DATA 9 Eastbound P.T.M. 81-04 ( VACCARO Environmental Consulting EI'1'g111@�tPr�gyPon�s' Landsurveyin�, Inc. 1"=40' SIDE/REAR YARD=15' FIRM PANAL 250001 0021 D P.O. Box 955 12 West Crossfield Road P.O. Box 4422 DATE CHECKED SHEET NO, FRONTAGE = 150' REVISED JULY 2, 1992 Snadwich, MA 02563 Forestdole, MA 02644 Forestdole, MA 02644 AREA = 43,560 SF (1 ACRE) Zone "C'» (508) 888-5855 (508) 477-5313 (sos) 477-4stt 9/30/04 P.T.M. 1 of 3 BUILDING HIEGHT = 0' y; t i. NOTE: TO PREVENT BREAKOUT, THE PROPOSED . F.G. EL: 64.3 FINISH GRADE SHALL NOT BE < EL:61.0 a T.O.F. FOR A DISTANCE OF 15' AROUND THE ELEV.=71.0 F.G. EL: 65.0 PERIMETER OF THE S.A.S.F.G. EL.=67f F.G. EL: 67.5t MAINTAIN 2% MIN SLOPE OVER S.A.S. 36" MAX. COVER INSTALL RISER OVER D-BOX TO INSTALL RISERS OVER INLET & OUTLET WTHIN 6" OF FINISH GRADE INSTALL RISER OVER. CHAMBER/S L =23' TO WITHIN 6" OF FINISH GRADE SHOWN ON PLAN AND SET COVER/S L=1 4' OUTLET PIPES SHALL L 13'(MAX) W HIN 6" OF FINISH GRADE IT 4" SCH 40 PVC BE SET LEVEL OVER 4" SCH 40 PVC FIRST 2 FEET 4" SCH 40 PVC 2" LAYER OF 1/8" TO 1/2" INV.EL: =65.50 ® S77]r: 14.. S= 1% (MIN.) s' ®®s$s®® DOUBLE WASHED STONE ® S= 1% (MIN.) sssasae PROPOSED s�ssaess 1500 GALLON 2' EFF. DEPTH 3/4"-t 1/2" SEPTIC TANK 4' .5.2' 4' DOUBLE WASHED INV. ELEV.=60.50 STONE „..._.. ... INV.EL 61.17 t -B EFFECTIVE WIDTH 13.2' INV.EL: . W/ INLET TEE INV.EL: 61.00 INSTALL INLET & OUTLET TEESV RATED) INISERIESAWTH STONE ALL SIDES70 INV.EL: 64.75 ! ' GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TOP CONC. ELEV.=61.3 -BREAKOUT ELEV.=61.0 TUF-TITE, ZABEL, OR EQUAL a®ea INV. ELEV. 60.50 asses = ease®sasses ®eaa®assess BOTTOM ELEV.=58.50 SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE TO 4 2 x 8.5' = 17.0' 4' GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH .= 25.0' T.P. EXCAVATION OR G.W. LEACHING SYSTEM SECTION ��� �F MAsSq SEPTIC SYSTEM PROFILE NO G.W. ENCOUNTERED BOTTOM OF TO-1 EL: 47.0 o PETER T. F McENTEE N.T.S. DESIGN CRITERIA CIVIL N $ No. 35109 NUMBER OF BEDROOMS: 2 BEDROOMS ° &GISZ���`� SOIL LOG SSION N.Ts SOIL TYPE: CLASS I DESIGN PERCOLATION RATE: 2 MIN./IN. DATE: JUNE 16, 2003 (REF.#P10,482) Cl SOIL EVALUATOR: ROB SYKES PLS, CSE DAILY FLOW: 220 G.P.D. GENERAL NOTES: WITNESS: SAM' WHITE-HEALTH AGENT DESIGN FLOW: 330 G.P.D 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BARNSTABLE B.O.H. GARBAGE GRINDER: NO BOARD OF HEALTH AND THE DESIGN ENGINEER. LEACHING AREA REQUIRED: (330) 445.9 S.F. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS Elev. TP- 1 Depth Elev. TP-2 Depth OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 59.0 0 0" 65.0 0 0" 74 LOCAL RULES AND REGULATIONS. PROPOSED SEPTIC TANK: 1500 GALLON 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 58 7 B 4 64.5 B 6" DESIGN ENGINEER. LOAMY SAND LOAMY SAND USE. 2-500 GALLON LEACHING CHAMBERS IN SERIES 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 10YR 6/8 7.5YR 6/8 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 56.0 C1 i36 62.5 C1 30" SIDEWALL AREA: 2(13.2' + .2' x X 2 = 152.8 S.F. ENGINEER BEFORE CONSTRUCTION CONTINUES. LOAMY CLAY SANDY LOAM BOTTOM AREA: 13.2' x 25.0' = 482.8 S.F. 5. ALL ELEVATIONS BASED ON NGVD, 10YR 6/3 448 62.0 10YR 6/2 36„ TOTAL AREA: 482.8 S.F. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 55.0 C2 C2 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF DESIGN FLOW PROVIDED: 0.74(482.8) = 357.3 G.P.D. HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 94 COARSE I PERC 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. SAND j COARSE 106" PLAN REVISIONS 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S. 10YR 7/4 SAND See Sheet 1 of 3 9. AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A 10YR 6/6 CONDITION ACCEPTABLE TO THE OWNER AND APPROVING AUTHORITIES. 47.0 144" 53.0 144" PROPOSED SEPTIC SYSTEM/SITE .PLAN 10. IT THE LOCATION LLBET E ALL UNDERGROUNDOF THE UTILITIES, PRIOR TO BEGINNING CONTRACTOR TO VERIFY THE I NO G.W ENCOUNTERED 4591 FALMOUTH ROAD, COTUIT, MA CONSTRUCTION. PERC RATE < 2 MIN/IN. ("C2" HORIZON) Prepared for: Thomas Copizzi, 90 Head of the Pond Lane, Marstons Mills, MA 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS SOILS SHALL BE EXAMINED AT TIME OF INSTALLATION IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. TO VERIFY THE CONSISTANCY WITH REPRESENTATIVE Engineering by: Surveying by: SCALE DRAWN JOB. NO. Eastbound AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). SOILS DISPLAYED ABOVE. E�j/►e6111118�O1'kP Landsurveying, Inc. NTS P.T.M. 81-04 { 12 West Crossfield Road P.O. Box 44 12. SUBJECT SITE LIES WITHIN THE WELLHEAD PROTECTION DISTRICT. ! Forestdale, MA 02644 Forestdole, MA 02644 DATE CHECKED SHEET N0. I 9I30/�`� P.T.M. 2 Of 3 (508) 477-5313 (508) 477-4511 I l 4" GRAVITY OUTLET(TYP.) (3) 4" DIA.OUTLETS 1-4 16" 4" GRAVITY 4" GRAVITY E0 ] OUTLET(TYP.) INLET(TYP.) L 12„ H-10 LOADING 2" 10'-6" FILL UNUSED KNOCK—OUTS PLAN WITH MORTAO SECTION i f 3 — 20" Dia. Covers DISTRIBUTION BOX i N.T.S, 5,-8„ I0 0 CD I I INVERT ®E3a ® ® ® ® aaaaa ® ® a® ® 33" 24" #E7!3�E3E3aE3a ® a® Ek3'aE3E3E3 ® ® E3® ® Top View 102" 4" Dia. Inlets 4" 4" Dia. Inlets $ECTI N ,•' Bpi -.. O 4" KNOCKOUT 1 20" DIA. COVER Of Mgs�9� 4" KNOCKOUT 4" KNOCKOUT 62" y 5'—g" ¢'-�' 48" Liquid Level I o PETER T. G� q 4 —4 McENTEE '0 CIVIL L"° 4" 3" �-�- I4" KNOCKOUT No. 35109 G� PLAN Section 500 GALLON CAPACITY, H-10 LOADING PLAN REVISIONS 1500 GALLON CAPACITY, H- 10 LOADING CHAMBERS� See Sheet. 1 of 3 SEPTIC TANK y N.T.S. PROPOSED SEPTIC SYSTEM SITE PLAN N.T.S. 4591 FALMOUTH ROAD, COTUIT, MA Prepared for: Thomas Capizzi, 90 Head of the Pond Lane, Morstons Mills, MA ! Engineering by: Surveying by: SCALE DRAWN JOB. NO. I E 1nwrfn )V0r& Eastbound N.T.S. P.T.M. 81—04 n8 9 Landsurve iV, Inc. 12 West Crossfield Road P.O. Box 44 Forestdole, MA 02644 Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 (508) 477-4511 9/30/04 P.T.M. 3 Of 3 LOCUS LEGEND4 ,P PROPOSED CONTOUR �e 2a 99 PROPOSED SPOT GRADE s ?10 o �--- 92 _....,,.,r EXISTING CONTOUR f z ---- OHW EXISTING OVERHEAD WIRE r poi r 3 W PROPOSED WATER SERVICE G� sr �n V-103 WETLAND FLAG LOCATION Tp, TEST PIT \ LOCUS MAP N.T.S. �•9 MAP 241 -. PLAN REFERENCE \ ` _ s PARCEL 40 PLAN OF LAND, LOTS 1, 2 and 3, STATE HIGHWAY-,:,- �OUTE 28, MAP. 24 0 BARNSTABLE, MA,. BY ARROW ENGINEERING, INt ..DATED, 5/12/1987... „ k PARCELS 41-1 & 41-2 RESULTING RECOA48INED LOT AREA: 131,039t S.F. V-/02 Nag 0 13 8.6s 3.01 t ACRES V-/09 � ) ; _ Z SHAPE FACTOR: 19.85 V- oo �o 13 8 �w —.. N37•3y'5g��- :t_. 105 I ! I o ROBB s ti �IFAIRLEL 41-2 ' - �^ `: I I f 1 � 1 `i _� KES 1SOL47ED 1/-/07 1 I I ( ♦ " No.Y35418 v' JV 2 3'0�'42V�f _ t 1 ; ems, ,., � I VE' ATED } I { t j 8Z 75: 1 1 .� i ,. l t `4 'r V-/OG 1 lv1A ' 24 1 l WETLAND I�AR"CEL 49—1 i i I> 1 { t`'� it0 1�` t }t ' � L .. I/-/_/.�- _%��� J`,./ / , t f /7 NA I \. .../�_/�... � { t ICU ji(f�t ' EDGE _ f r ((/t { ft .:. �.. \r.....•^.... ....I_0c--�..... f J7 t4 t !' 1- . +6 1 1 14 4's1 / f .�a—' �� of do fP SED ?} °SEPTIC r ,`a �\t �� '' - ✓ ,,''` PETER EE y McENT N -� -- - __ ao._ r 6 6co s CIVIL No. 35109 2a w ��OO` %., �.� ,a--- J /"/„r o r TI LINE (TYP) CEO PROPERTY LINE IS F O Y.... _ ... ECr -_ -=-✓ v :;11 \\ s� _ %!- M r 'CENTER OF ANCIENTWAY N V , , �i.• $ (� , w j b \ / `J O - £7 Y yam_ x Y� C75 T SETBACK LINE m _.._.. . ... ��,. ., _ ., - � NREVISIONS , _-. E 00 eU 5 2 05 Added wetland flogging b VACCARO Environmental Consultants. 6 � �W. / 1/ 99� 9 Y ~' 542'g 1 Revise proposed buildinglocation and septic system. 0 SO / / p p P Y - 7Ci µ y 9�7�5 Revise proposed building location and septic system. 6 09 06 Revise proposed building location and septic system. - r00:7 E - 7 05/06 Revise proposed buildinglocation and septic system. TIE LINE (TYP) BENCHMARK SPIKE IN } E�astboNDdDLanNdEATIONing, ►n�. PROPOSED SEPTIC SYSTEM SITE PLAN y• PROPERTY LINE IS P.O. Box 442 4591 FALMOUTH ROAD, COTUIT, MA CENTER OF ANCIENT WAY MAP 24, a Forestdale, MA 02644 PARCEL 42 i (508) 477-4511 Prepared for: Thomas Capizzi, 90 Head of the Pond Lane, Morstons Mills MA ZONING CLASSIFICATION: ZONE RF ) AND Engineering by: Surveying by: SCALE DRAWN JOB. N0. SETBACKS: FRONT YARD=100'(ALONG ROUTE 28) FLOOD PLAIN DATA " Eastbound P.T.M. 148-06 VACCARO Environmental-Consulting Entgln"ffng)VOrb Landsurve in Inc. 1"=40' SIDE REAR YARD=15' g, / P P.O: Box 955. 12 West Crossfield Road y FIRM PANAL 250001 0021 0 P.O. Box 442 FRONTAGE = 150' I DATE AREA = 43,560 SF (1 ACRE) REVISED DULY 2, 1992 Snadwich, MA 02563 Forestdale, MA 02844 Forestdole, MA 02644 CHECKED SHEET N0. BUILDING HIEGHT 330' Zone "C" (508) 888-5855 (508) 477-5313 (508) 477-4511 7/5/06 P,T,M. 1 of 4 NOTE: TO PREVENT BREAKOUT, THE PROPOSED F. F.G. EL: 67.0 FINISH GRADE SHALL NOT BE <- EL:64.0 T.O.F. FOR A DISTANCE OF 15' AROUND THE F.G EL.=68.0t F.G. EL: 68.Of - ELEV.=70,0 F.G. EL: 67.1 PERIMETER OF .THE S.A.S. /- . , MAINTAIN 2% MIN SLOPE OVER S.A.S. " 36" MAX. 'COVER INSINSTALL RISERS OVER INLET & OUTLET WITHIN ITHIN RISER OVER D-Eiox To z 6" OF FINISH GRADE L =10' TO WITHIN 6" OF FINISH GRADE INSTALL RISER OVER CHAMBER/S' SHOWN ON PLAN AND SET COVER/S L-27 L 13',(MAX) WITHIN 6" OF FINISH GRADE r OUTLET PIPES SHALL 4" SCH 4O PVC BE SET LEVEL OVER 4" SCH 4O PVC FIRST 2 FEET 4" SCH 40 PVC 2" LAYER OF 1/8" TO 1/2" ® S= 2% (MIN.) ®® B® INV.EL: =66.00 ( ) DOUBLE WASHED STONE _ 14'• 0 S=. 17 MIN. - s ®®® ®®® PROPOSED ® S= 1% (MIN.) ®®®�0aa `4 1500 GALLON 2' EFF. DEPTH 3/4"-1 1/2" SEPTIC TANK 5.2' DOUBL ED INV. ELEV.=63.50 4 4 DOUBLE WASHED INV.EL: 63.70 �-B EFFECTIVE WIDTH = 13,2' STONE INV.EL: 65.75 W/ INLET TEE INV.EL: 63.63 INSTALL INLET & OUTLET TEES 2-500 rn LDN A HIbIG CHAM iRS fH-1Q - INV.EL: 65.50 ATF�FD) N.-S RI S WITH STONE ALL SIDES GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY. TOP CONC. ELEV.=64.3 -_-BREAKOUT EL_EV.=64.0 TUF-TITE, ZABEL, OR EQUAL ° INV. ELEV.=63.50 a®®®� MEN SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=61.50 2 x 8.5' = 17.0' 4' GRADE ON A MECHANICALLY COMPACTED SIX INCH" CRUSHED - 4' STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH - T.P. EXCAVATION OR G.W. SEPTIC SYSTEM PROFILE NO. G.W. ENCOUNTERED = LEACHING SYSTEM SECTION - OF BOTTOM OF`TP-1 EL: 47.0 MgsSq��a N.T.S, o PETER T. DESIGN CRITERIA McENTEE o CIVIL NUMBER OF BEDROOMS: 2 BEDROOMS No. 35109 SOIL LOG e.rs ,"-SOIL TYPE: CLASS I OF DESIGN PERCOLATION RATE: 2 MIN./IN. F E DATE: JUNE 16, 2003 (REF.#P10,482) _nab SOIL EVALUATOR: ROB SYKES PLS, CSE DAILY FLOW: 220 G.P.D. GENERAL NOTES: WITNESS: SAM WHITE-HEALTH AGENT DESIGN FLOW: 330 G.P.D 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BARNSTABLE B.O.H. GARBAGE GRINDER: NO BOARD OF HEALTH AND THE DESIGN ENGINEER. LEACHING AREA REQUIRED: (330) = 445.9 S.F. . Elev. TP- � - Depth Elev: TP-2.r' 'Depth 2. ALL WORK AND MATERIALS SHALL CONFORM- TO THE REQUIREMENTS --� �-. 7 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 59.0 0 0' 65.0 0. Q. LOCAL RULES AND REGULATIONS. PROPOSED SEPTIC �TANKi 1500 GALLON 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR F TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 58.7 B 4" 64.5 B 6" DESIGN ENGINEER. LOAMY SAND' LOAMY SAND USE -500 GALLON-.- LEACHING CHAMBERS, IN SERIES 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING I tOYR 6/8 7.5YR 6/8 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 56.0 C1 p 36" 62.5 Cl 30" SIDEWALL AREA: 2(13,2': + 25.0') X 2 152.8 S.F. ENGINEER BEFORE CONSTRUCTION CONTINUES. -_ LOAMY CLAY SANDY LOAM BOTTOM AREA:. '13.2' x 25.0' = 330.0 S.F. 5. ALL ELEVATIONS BASED ON NGVD. 10YR 6/3 10YR 6/2 TOTAL AREA: 482.8 S.F. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 55.0 C2 48 62.0 C2 36' THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF DESIGN FLOW PROVIDED: 0.74(482.8) 357.3 G.P.D. HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 94" 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. COARSE- PERGsAND ;: COARSE 106" 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S. 10YR 7/4 SAND PLAN REVISIONSSEE SHEET 1 OF 4 9. AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A 10YR 6/6 CONDITION ACCEPTABLE TO THE OWNER AND APPROVING AUTHORITIES. 47.0 '144" .53.0 144" PROPOSED SEPTIC SYSTEM SITE PLAN 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE THE LO ATIO N.OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING PERCN G,W. ENCOU 2 MINNTERED 2" HORIZON) 4591 FALM O UTH ROAD, COTU IT, MA CON11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS SOILS SHALL BE EXAMINED AT TIME OF INSTALLATION Prepared for: Thomas Copiazi, 90 Head of the Pond Lane, Marstons lof IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. TO VERIFY THE CONSISTANCY WITH REPRESENTATIVE Engineering by: Surveying by: SCALE DRAWN AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). SOILS DISPLAYED "ABOVE. Eastbound Engin"flnBWOrkr Landsurveving, Inc. NTS P.T.M. 12 West Crossfield Road P.O. Box 44 12. SUBJECT SITE LIES WITHIN THE WELLHEAD PROTECTION DISTRICT. Forestdole, MA 02644 Forestdole, MA 02644 DATE CHECKED 4; (508) 477-5313 (508) 477-4511 9/30/04 P.T.M. I' - J r _ 10'-6" 4" GRAVITY 1 OUTLET(TYP.) (3) 4" DIA.OUTLETS 15.5" 16"., INVERT 3 =EOEO3 ®®®® 3 — 20" Dia. Covers _'—_ 'I Imo'_ r 2 ®®ES ®®®® 33" 4" GRAVITY24' ®®® ®®®® OUTLET(TYP.) 4" GRAVITY ®�® ®®®® L' i I NLET(TYP.) 5'-8" I n1"2„ 102" 6 8 SECTION H-10 LOADING FILL UNUSED KNOCK—OUTS PLAN; WITH.MORTAR 4" KNOCKOUT SECTION ` 20" DIA. COVER Top , View 4" KNOCKOUT 4" KNOCKOUT DISTRIBUTION BOX 62" 4" Dia. Inlets 4" 4" Dia. Inlets _ r a 1 4" KNOCKOUT 1/ N.T.S• 77771-7 PLAN 500 GALLON CAPACITY, H-10 LOADING 5'-8 4,-4 4'-7' 48" Liquid Level CONSTRUCTION SEQUENCE ,, 1. STAKE OUT LIMIT OF WORK. CHAMBERS 4 3. r 2. INSTALL EROSION CONTROL MEASURES INCLUDING HAYBALES BACKED BY TRENCHED—IN SILTATION FENCING. N.T.S. • 3. CLEAR AND GRUB ALL SELECTED TREES WITHIN THE LIMIT OF WORK.K. 4. EXCAVATE FOR BUILDING FOOTINGS AND FOUNDATION. ` Section 5. STOCKPILE EXCAVATED MATERIAL UPGRADIENT FROM PROPOSED HOUSE. 1500 GALLON CAPACITY, H-10 LOADING 6. POUR BUILDING FOOTINGS AND POUR FOUNDATION WALLS. 7. BACKFILL FOUNDATION AS DIRECTED BY BUILDING INSPECTOR. SEPTIC TANK 8. EXCAVATE, INSTALL AND BACKFILL ROOF DRAIN WITH PVC DOWNSPOUT LEADERS. PROVIDE SILTATION FENCE BACKING N.T.S. 9. EXCAVATE,: INSTALL AND BACKFILL PROPOSED SEPTIC SYSTEM. DOWN GRADIENT SIDE OF HAYBALES DOUBLE ROW OF STAKED HAYBALES 10. BUILDING MATERIALS SHALL BE DROPPED AND STACKED WITHIN THE EXISTING DRIVEWAY FOOTPRINT OR OUTSIDE•BUFFER ZONE. 11. AFTER ROOF IS FRAMED, INSTALL CRUSHED STONE FRENCH DRAIN 1"x1"X3' 'OAK BEANPOLES ALONG GUTTER LINES TO PROMOTE,INFILTRATION AND LIMIT RUNOFF. (2 PER BALE) �,. 12. COMPLETE FRAMING, ROOFING, SIDING, PAINTING OF EXTERIOR TRIM AND INTALLATION OF' GUTTERS :CONNECTED.TO GUTTER DRAIN LEADERS. " 13. RESTORE AREAS DISTURBED BY CONSTRUCTION AS THEY OCCUR, TO PROVIDE CONTINUOUS MITIGATION. 14. FINISH GRADE ALL OTHER DISTURBED AREAS,AS SHOWN ON PLAN AND STABILIZE AREAS WITH LOAM, SEED AND EROSION CONTROL BINDING WIRE , BLANKETING. OR TWINE t t l t l ( l t t t l t FILTERED l l t t l t ll RUNOFF FLOW F w t t PLAN REVISIONS ll l l l t t t ..:.,..... SEE SHEET 1 OF 4 PROPOSED SEPTIC SYSTEM SITE PLAN SEDIMENT LADEN 4591 FALMOUTH ROAD, COTUIT, MASILTA .RUNOFF _ I - - TREN ION FENCE SHALL IL ' Prepared for: Thomas Ca izzi, 90 Head of the Pond Lane, Marstons Mills, MA TRENCHED IN AND BACKFILLED S P P Engineering by: Surveying by: SCALE DRAWN JOB. NO. SILTATION BARRIER Eastbound . EnglneeringTPorkr Landsurveying, lnc. N.T.S. P.T.M;' 148-06 }, 12 West Crossfield Road P.O. Box 44 Forestdole, MA 02644 Forestdole, MA 02644 DATE CHECKED rSHEET NO. (508):477-5313 (508) 477-4511 9/30/04 P.T.M. 3 Of a. j I '9 / �`' V X/,\2�' N/F THOS. CAPIZZI, TRS. ASSESSORS MAP 24, O��U f PARCEL 47-3 J 1 00 S2g o I �� Q. IQ LOCUS ASSESSORS MAP 24, I o,� �� J � PARCEL 41 2 4�a LOT 2 e o - RESULTING RECOMBINED LOT AREA: 131,039 t S.F. PARCEL B ,�. , \ 3.0 7 f ACRES �802\� � Qc, SHAPE FACTOR: 79.85 j . ���' �� OF u4Ssgc ROBB 1 ` o SYKES 739 g7- " No. 35418 " 58 w N/F COMMONWEALTH ELECTRIC o n LOCUS _ N49°07'42"W_ MAP 24, z ASSESSORS MAP 24, f 710,13 PARCEL 40 s'a F s PARCEL 41-1 a sow - `p> s PLAN REVISIONS SEE SHEET 1 OF 4 PARCEL A .- PROPOSED SEPTIC SYSTEM SITE PLAN N44'52'50"W "�--� �, d LOT 7 ' .--''J 4591 FALMOUTH ROAD, COTUIT, MA 772.71' N/F JEANETTE SHAPIRO � `` n'2p�9 I �,Z605 W �� s FForestdale, ed for: Thomas Capizzi, 90 Head of the Pond Lane, Marstons Mills, MA PARCEL MAP , a"`-.700 >20 hi ! N� 1$�5 r' ering by: Surveying by: SCALE DRAWN JOB. NO. Eastbound "jIngWorks 1"=6o' P.T.M. 148-06 PROPERTY BOUNDARY IS CENTERLINE r �' st Crossfield Road LandsurV-Y' , Inc. f P.O. Box 442 OF WOODS ROAD, LINES SHOWN ARE � ' -N42°57'20"yy -! MA 02644 Forestdale, MA 02644 DATE CHECKED SHEET No. ARE TIE LINES. --gg 06'—___� - (508) 477-5313 (508) 477-4511 9/30/04 P.T.M. 4 of 4 l t N N CONV.FRAMED SHED DORMER B.O. N LOG SIDING&LOG CORNERS BY CLH O TOP OF RIDGE BEAM••22'-0 5/8" lu 12 ®�� 5.07� 5.07 . DORMER PLATE 16'-0" lo 1 ,W HEAD•15'4" zoll � r Fm J� LOG PLATE-9'•8" "5 C. ®2.25, 0 TOP OF JOISTS-8'-0"� PORCH PLATE-8'-0" FM 11111H - v n SUB FLOOR-0'-0" s FRONT ELEVATION lu lu o LEEI CONV.FRAMED SHED DORMER B.O. Z` Rl HT ELEVATION LOG SIDING&LOG CORNERS BY CLH 12 .07 orz 5.0 5 7 IL ® ®12 EA Ki z co FEE 3 REAR L LEFT ELEVATIONoil (::4 a t?l14l08 Al I t+ I 5 `J,76 N/F THOS. CAPIZZI, IRS. ASSESSORS MAP 24, PARCEL 41-3 � O } ; <\ �O c S28° 1p 67 o LOCUS ASSESSORS MAP 24, PARCEL 41-2 LOT 2 RESULTING RECOMBINED LOT \ •�:� AREA: 131,039E S.F. PARCEL B k t 3.01 f ACRES- � OF MAss �V'v SHAPE FACTOR: 19 185 Rowe o SYKES ` F ~ � No. 35418 V' j n/37 3g 7 V N/F COMMONWEALTH ELECTRIC ��� X, <n LOCUS l I _ " N49°07'42'°W_ MAP 24, ssi H (o ASSESSORS MAP 24, i v 710•73' PARCEL 40 z za.j-•1'6 PARCEL 41-1 if `r0 . 1 S � �7 PARCEL A rr� ® ..�'..--• PROPOSED SEPTIC SYSTEM/SITE PLAN LOT 7 .-- 4591 FALMOUTH ROAD, COTUIT, MA - 772.77' \��i' W N/F JEANETTE SJ-IAPIRD �2p� 05� Prepared for: Thomas Capizzi, 90 Head of the Pond Lane, Morstons Mills, MAP TE '9 �g0 55 Engineering by: Surveying by€ SCALE DRAWN JOB, r 7p Eastbound PARCEL 42 / ��j• Ny f Engineeft#rorkr Landsurveying, Inc. =g0' P.T.M. 148- J 12 West Crossfield Road P.O. Box 442 PROPERTY BOUNDARY IS CENTERLINE `-. DATE CHECKED SHEET .�„��`N4L°57'20"W -'r�..�'� Forestdale, MA 02644 Forestdale, MA 02644 OF WOODS ROAD, LINES SHOWN ARE 7 /5/06 ARE TIE LINES. "'� 99,06=----_- --•----"'r (508} 477-5313 (508) 477-4511 7 I P T M,r t N BLDG t Z Y R00 �-► LOCUS 0 k J BLDG 2 tn to 11, C ��� FOR REGISTRY USE ONLY N 0 LOCUS MAP h: � N i ���yo N W i rq LOCUS .�� ASSESSORS MAP 24, N/F THOS. CAPIZZI, TRS. PARCEL 41--2 ASSESSORS MAP 24, PARCEL 41-3 c) 'ZN p� EX. W cA, BARN on cis LOCUS �1. ASSESSORS MAP 24, EX. iO4 �. • PARCEL 41--2 PADDocx a,- N11F JEANET E SHAPIRO RESULTING RECOMBINED LOT MAP 24, AREA:. 131,0391 S.F. PARCEL 42 3.01 f ACRES SHAPE FACTOR: 19.85 j °' w NY PROPERTY BOUNDARY IS CENTERLINE �� � LOT 2 S89'45'53"E co NOTES: ..>u' OWNER AND APPLICANT' THOMAS AND JEANNE CAPIZZI, TRUSTEES, OF WOODS ROAD, LINES SHOWN ARE 73.20 THOMAS CAPIZZI REVOCABLE TRUST ARE TIE LINES. ,N DEED REFERENCE: BARNSTABLE COUNTY REGISTRY OF DEEDS, � BOOK 9715, PAGE 85. �o`N BEING A RECOMBINATION OF LOTS ONE AND TWO, AND PARCELS A AND 8, AS SHOWN ON PLAN OF LAND, o N LOTS 1, 2 & 3, STATE HIGHWAY-ROUTE 28, 6ARNSTABLE, MA` BARNSTABLE PLANNING BOARD �o DATED MAY 12, 1987, AND APPROVED MAY 15, 1987. PLANNING BOARD APPROVAL LOT 1 ZONE RF: MIN. AREA-43,560 SF, MIN FRONTAGE-150' UNDER THE SUBDIVISION CONTROL LAW NOT REQUIRED PARCEL B -� ' 4 zol ��?• ��•`�<L 40' 0' 40' 80' .. � o� 0-v $yes •�� PARCEL A S86-2T50"W GRAPHIC SCALE 035418 111.11 NIP COIMMOINWEALM ELECTRIC PLAN OF LAND ' MAP 24, IN `�. �•. LiPARCEL 40 CO TUI T. MA. I CERTIFY THAT THIS PLAN HAS BEEN PREPARED �b''26, c: PREPARED FOR IN CONFORMITY TO THE RULES AND REGULATIONS QTHOMAS CAPIZZI, SR.OF' WR24TS. SSA. r Z-1-06 FEBRUARY 1, 2006 SCALE: 1"- 40' DATE: Rog SYKES, P OFESSIONAL LAND SURVEYOR �`''-.�' '�.,� P. EASTBOUND OX 44Z FORESTDALE, MA 2644 TEL. : 508 477-4511 - -- - PROJECT E00403 DWG: FORMA