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0118 WILD GOOSE WAY
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BOX 310 Osterville, Ma. 02655 RE: 118 Wild Goose Way, Centerville, MA,Map167 Parcel 045 Dear Mr. Rogers: As you may recall,this office issued permits to construct a single family home and an inground pool on or about December 3, 2007 at the above referenced address. In paperwork dated March 16, 2009 and received by this office April 8, 2009 you removed yourself as the construction supervisor. At that time, a site inspection showed a foundation in place for the single family home and a pool installed without the proper barrier in place. As construction supervisor at the time, your responsibilities included the proper barrier be in place before the pool was filled with water. Additionally, the foundation, in its current state, presents a safety hazard that must be addressed. Please contact this office at(508) 862-4034 so we may discuss your plan_to resolve these issues. Thank you in advance for your immediate attention in this matter. Respectfully, r L.Lauzon Local Inspector Q:zoning5 { ; ��� � Jl ��" �� � � SINE TOWN OF BARNSTABLE ` hilding . °► Application Ref: 200706602 BARNSTABLE, Issue Date: 12/03/07 Permit MASS. i639• �� Applicant: ROGERS AND MARNEY Permit Number: B 20072987 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 06/01/08 Location 118 WILD GOOSE WAY Zoning District RD-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 167045 Permit Fee$ 512.50 Contractor ROGERS AND MARNEY Village CENTERVILLE App Fee$ 100.00 License Num 016174 Est Construction Cost$ 125,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW SINGLE FAMILY HOME, 1 BEDROOM, 1 BATH,ATTACHED GA RAWns CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: VOUTE-ALLEN,IANET I BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: _ 75 CHEMIN DES BUCHERONS INSPECTION HAS BEEN MADE. 1234 VESSY GENEVA SWITZERLAND, . . Application Entered by: JL Building Permit Issued By: CZ'1,2 THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY'STREET ALLY OR SIDEWALK OR-AN ART THE, H TEMPO,RARILYbR'.PERMANENTLY ENCROACHEMENTS ON PUBLIC,PROPERTY;,NOT SPECIFICALLY PERMITTED UNDERTHE BUILDING"CODE MUST BE APPROVED BY THE E JURISDICTION. STREET ORALLY GRADESAS P WELL AS DEPTH AND.LOCATIONaOF PUBLIC SEWERS MAYBE OBTAIN , � OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS . THE ISSUANCE-OF,THIS PERMIT DOES NOT RELEASE THE,APPLICANT FROMTHE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. 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.I42A). PEI BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 . 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health L i a sI i :�`;�q{b°' � vl � 'Ti«•m ,�s a�"?9-wosA+ �• �.*�'` 'Y'-��y"c G.,.. 118 Wild Goose Way, Centerville 4/8/2009 41 r f 118 Wild.Goose Way, Centerville 4/8/2009 i K 1 n y r ;.. 11rgg, ...-•-ram:�;:tee-�'_"-���:.,"a+'\ _ ,� - rrtR4+yr� _ • • •• - Ile {; .�:- �� seflt°� ,���11111o\1a��4 r _ f _ at ¢ a x oFT►+E Ta,, Town of Barnstable y� ~ Regulatory Sg-Val Thomas F.Geiler,Director c°prfc .,p`' Building Divisi Tom Perry,Building Commissione�r' IS10 200 Main Street,Hyannis,MA 02601 . .Office:'508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF WITHDRAWAL OF LICENSED CONSTRUCTION SUPERVISOR FROM PROJECT Construction.Supervisor License # ►074 ,hereby certify that I am no longer the,Construction Supervisor listed on the application for the project under construction as authorized by building permit -1� 20010(,(.02 #152bo-mli z ,issued to (property address) k oosz Ulk,t C *Map&uIu,e on 3 ,,200-1. I also certify that on Mall . i L 200 4 I notified the property owner, that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. LICENSE HOLDER DATE q/farms/newcontr reference R-5 780 CMR TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION:, Ma 1 Parcel' to .23�c 7. 7A,2 6 p G7 —lic tion# pp Health Division 70&W Conservation Division `� ' -Application Fee g)06 _ /5;,; 147n--? Tax Collector Permit Fee Treasurer l 3/6 Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis �D 0,R-4;RJ k96ftn it Project Street Address i 106 U3%t--0 GOOSE WAN Village I OL E KS c��a v�•s tkycEt��s Owner ?AacT T_ V00-m - A2LA_Ela Address m-34 yessl + cC4_,A% /a. suarTLOk.aao Telephone co 1 41 2-7- ?%4 - 09164 Permit Request k.1 G GE '�oOL pSquare feet: 1st floor:existing proposed S18 2nd floor:existing proposed. 6"18 Total new 1 Zoning District Flood Plain Groundwater Overlay Project Valuation 200. Ob0 Construction Type .acx4 Lot Size *3( AC.R_ES Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family X Two Family ❑ Multi-Family(#units) Age of Existing Structure o Historic House: ❑Yes ®No On Old King's Highway: ❑Yes ® No Basement Type: Id Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) O Basement Unfinished Area(sq.ft) 2*31 Number of Baths: Full:existing new 1 Half:existing new a Number of Bedrooms: existing new 1 Total Room Count(not including baths):existing new 2 First Floor Room Count Heat Type and Fuel: ❑Gas W Oil ❑ Electric ❑Other ICentral Air: ®Yes ❑No Fireplaces: Existing New C3 Existing wood/coal stove: ❑Yes X No •Detached garage:❑existing ❑new size Pool:❑existing A new size 24bXso Barn:❑existing ❑new size Attached garage:❑existing ®new size 23 x'Ll Shed:❑existing ❑new size Other: /• i c- Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ ; t.n s- Commercial ❑Yes ❑No If yes,site plan review# o -� cn Current-Use--- - _ _ : Proposed Use v BUILDER INFORMATION W Name 9mc-CLS MAQ.#A" %i tC. Telephone Number Address 44 f W.LtF1-&NmpkowE go. License# GS 01`0 4 0 ST M3. kk—wc . (*A yy ss Home Improvement Contractor# 100174 Worker's Compensation# mac- 11 L - 00-l7 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO RA-wwVZD Rai MA co A9�MS j ue . _ / ] SIGNATURE L � ) � DATE pld/ i 267 7 f ' r FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL N0. i ADDRESS VILLAGE Y OWNER R `DATE OF INSPECTION: FOUNDATION 90106(ft :F/dW 066L STIECL 31U 8 - FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: . ROUGH FINAL' ' GAS: - ROUGH FINAL'' FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 17 Oct 07 11:49 VOUTE +41 22 784 0962 (FA +41 22 784 0962 p.1 10/15/2007 04:18 5084203550 KUUtKb & MONNty,LN, y a QplNEll�,_ Towu of Barnstable �- Regulatory Services HAWNsYne M Thomas F.Geder,Director prFo ' Btlildijgg Division Tom Perry, Building Commissioner 200 Main Street, Hyaur s,NIA 0260 t Office: 50S•S52-403S Fax: 505-790-6330 Property Owner Must Complete and Sign This Section If Using A, Builder l ! Ll V P-- ,as Owner of the subject property_ hereby authorize ROGERS & MARNEy, INC. to act on rrybehalf, in all rmtters relative to-work authorized by-this buking permit application for(address of job) / 1i Signature of O,�%mer Date Print Dame ci rCiG!li pL1.'NERPcF g6S!J�: • 4 �ojIME> Town of Barnstable y�Py j` Regulatory Services RARNS•r B . Thomas F. Geiler,Director 9 MA SS. ib39• � 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 PLAN REVIEW Owner: Vn�A —A I I 2VN Map/Parcel: It`7 Q'fS Project Address Goase ��y Builder: R0 '.f Larne nc . The following items were noted on reviewing:' . �-•K nee + ,r e_1 I��a 1 n ra 3 ' 111' ff e , 1/ Reviewed by: Dater 1)12 1�1 Q:Forms:Plnrvw ROGERS & MARNEY, INC. BUILDERS P.O. BOX 310 OSTERVILLE,MASSACHUSETTS 02655 (508) 428-6106 FAX(508)420-3550 10/17/07 Mr. Jeffrey Lauzon, Town of Barnstable,Building Dept. 200 Main Street Hyannis, MA 02601 Re: Pool Permit @ 118 Wild Goose Way Dear Mr. Lauzon, This letter is in reference to the pool permit submitted for the Voute residence at 118 Wild Goose Way in Centerville. The barrier and gate for this project will meet the 780 CMR: Massachusetts State Building Code Requirements under section 421.10.1 Outdoor Private Swimming Pools. Sincerely, Charles P. Snow Project Manager, Rogers & Marney, Inc. 445 WEST BARNSTABLE ROAD OSTERVILLE, MASSACHUSETTS 02655 I _ garage beam a1x4 c FsdtTrt K TJ�&",6.25S.W Nu W 3 Pcs of 1 3/4"x 18"1.8E Microllam®LVL Lf—2 112e12007 1;16:a9 PM Pa9a 1 Erqule version:6.25.75 THIS PRODUCT MEETS OR:EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION�AND LOADS LISTED 0 ❑ � 24•.�_ _ Product Diagram is Conceptual LOADS: '. - Grreffn! Analysis is for a Drop Beam Member. Tnbutary Load Width:1" ~i Prima Load Group Residential-Sleeping Areas 41, (s 30.0 Live at 100%duration.12 0 Dead Z�5 r^� Primary P p 9 P n= x °_—8 Vertical Loads: Typo Class Live Dead Location Application Commentx Uniform(plf) Floor(1.00) 360.0 144.0 0 To 24' Replaces second floor � v ie`.AS 5 TW.KJ- FS1f-hm W 11Z X'Z� Point(lbs) Floor(1.00) 703 489 5'2" beam µt tZ K2 a Point(lbs) Floor(1.00) 703 489 20'6" beam :I�-x z_ Z04 T 133•c� SUPPORTS: MIZ G72l 000 7 4 2,p8 Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.35" 4973 f 2496 10/7469 LI:Blocking 1 Ply 1 1/4"x 18"1.3E TimberStrandO LSL 2 Stud wall 3.50" 3.42" 5073 t2565 10 17637 Lt:Blocking 1 Ply 1,1/4"x 18"1,3E TimberStrande LSL -See TJ SPECIFIER'S I BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design. Control Control Location Shear(lbs). -7549 -6687 17955 ' Passed(37%) Rt.end Span:t under Floor loading Moment(Ft-Lbs) 42088 42088 58130 Passed(721/6) MID Span under Floor loading Live Load Deft.(in) 0.63 0.789 Passed(L/451) MID Span 1 under Floor loading Total Load Oefl(in) 0.944 1.183 Passed(U301) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). " -Bracing(Lu):All compression edges(top and bottom)must be braced at 8'10"olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Tfus JOISt.(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values-. The specific product application:,input design loads, and stated dimensions have been provided-bythe software user. This autpat has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code.BOCA.alalyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'$L BUILDER'S GUIDES for multiple piy connection: PROJECT INFORMATION: OPERATOR INFORMATION: Voute_Residence Karen Kempton �118 Wild Goose Way Karen Kempton,Inc. Centerville�MA 43 Angela Way West Samstable,MA 02668 Phone i(508)362-3447 Fax (508)362-1236 karenkempton@comcast.nel 1,inn!_w 7v'16;.. r .,-.. e uvp,r..nae•.,:.,.:..�,•�..,..�-. - , _ i t� RIDGE BEAM TJ-Beam®6.25SeftlNumber: Bus"'m 2 Pcs of 1 3/4" x 18" 1.9E Microllam@ LVL User.2 Engine Versio:17PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version:6.25.71 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:OM2 Roof Slope5M2 41 d 24. All dimensions are horizontal Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Snow(psf):25.0 Live at 115%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 208.0 125.0 0 To 4' Replaces Uniform(plf) Snow(1.15) 250.0 .150.0 4'To 20' Replaces Uniform(psf) Snow(1.15) 208.0 125.0 20'To 24' Replaces Point(lbs) Snow(1.15) 1239 952 13'8" - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftfTotal 1 Stud wall 3.50" 3.82" 3364/2321/0/5685 L1:Blocking 1 Ply 1 1/4"x 18"1.3E TimberStrand®LSL 2 Stud wall 3.50" 4.05" 3539/2490/0/6029 L1:Blocking 1 Ply 1 1/4"x 18"1.3E TimberStrand®LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -5969 -5383 13766 Passed(39%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 40902 40902 44566 Passed(92%) MID Span 1 under Snow loading Live Load Defi(in) 0.758 1.183 Passed(U375) MID Span 1 under Snow loading Total Load Defl(in) 1.287 1.578 Passed(U221) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'3"o/c unless detailed otherwise. Proper,attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: Voute Residence Karen Kempton 118 Wild Goose Way, Karen Kempton, Inca Centerville,MA 43 Angela Way West Barnstable,MA 02668 Phone:(508)362-3447 Fax :(508)362-1236 karenkempton@comcast.net Copyright O 2006 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. C:\Program Files\Trus Joist\TJ-Beam\Job Files\Voute\ridge beam.sms "i . i VALLEY RAFTER 1 TJ-Beam®6.25 Serial Number. 11 B�"� 1 3/4" x 9 1/4" 1.9E MicrollamO LVL Uses 2 Engine Version: PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.25.71 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:7M2 Roof Slope7/12 1❑ 2❑ All dimensions are horizontal. Product Diagram is,Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Snow(psf):25.0 Live at 115%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(plf) Snow(1.15) 25.0 To 138.0 15.0 To 83.0 0 To l l' Replaces ROOF SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftfTotal 1 Stud wall 3.50" 1.50" 342/266/0/608 11:Blocking 1 Ply 1 3/4"x 9 1/4"1.9E Microllam®LVL 2 Stud wall 3.50" 1.50" 5551415/0/970 R1: Blocking 1 Ply 1 3/4"x 9 1/4"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): L1: Blocking,Rl;Blocking. DESIGN CONTROLS: Maximum Design Control • Control Location Shear(Ibs) -930 -749 3537 Passed(21%) Rt.end Span 1 under Snow loading x Moment(Ft-Lbs) 2063 2063 6442 Passed(32%) MID Span 1 under Snow loading Live Load Defl(in) 0.154 0.617 Passed(U963) MID Span 1 under Snow loading R_ Total Load Defl(in) 0.273 0.823 Passed(U542) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL•U240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 12'9"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability: -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -(Minimum cut length)_(Overall horizontal length)x 1.158+5 3/8' PROJECT INFORMATION: OPERATOR INFORMATION: Voute Residence Karen Kempton 118 Wild Goose Way Karen Kempton,Inc. Centerville,MA 43 Angela Way West Barnstable,MA 02668 Phone:(508)362-3447 Fax :(508)362-1236 karenkempton@comcast.net. Copyright © 2006 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. - l �Tf Vp/ VALLEY RAFTER 2 TJ-Beam®6.25SelialNu�"r: 1 B m= 2 Pcs of 1 3/4" x 9 1/4" 1.9E Microllam@ LVL User.2 Engine Versio:23PM THIS PRODUCT MEETS OR EXCEEDS THE SET'DESIGN Page 1 Engine Version:6.25.71 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:7M2 Roof Slope7M2 . b 12-3.. a All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Snow(psf):25.0 Live at 115%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Snow(1.15) 342 266 1' - Tapered(plf) Snow(1.15) 25.0 To 400.0 15.0 To 240.0 0 To 12'3" Replaces SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) Depth Live/Dead/UpliftlTotal 1 Microllam LVL 3.50" Hanger 12391952/0/2192 1 10.71" N/A H6:Top Mount None beam Hanger 2 Stud wall 3.50" 1.72" 1706/1250/0/2955 N/A N/A N/A R1:Blocking 1 Ply 1 3/4"x 9 1/4"1.9E Microllam@ LVL' -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H6:Top Mount Hanger,R1:Blocking HANGERS:Simpson Strong-Tie@ Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Top Mount Hanger WPU3.56/9.25X U30 7/12 0 N/A No 0 N/A -Nailing for Support 1: Face:4-16d,Top 3-16d,Member:6-N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -2841 -2320 7074 Passed(33%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 6801 6801 12884 Passed(53%) MID Span 1 under Snow loading Live Load Defl(in) 0.311 0.683 Passed(U527) MID Span 1 under Snow loading Total Load Defl(in) 0.546 0.910 Passed(U300) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U240,TL:U180): -Bracing(Lu):All compression edges(top and bottom)must be braced at 14'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: Voute Residence Karen Kempton 118 Wild Goose Way Karen Kempton,Inc. Centerville, MA 43 Angela Way West Barnstable,MA 02668 Phone:(508)362-3447 Fax :(508)362-1236 karenkempton@comcast.net Copyright © 2006 by Trus Joist, a Weyerhaeuser Business Microllam@) and Microllam& are registered trademarks of Trus Joist. Simpson Strong-Tie®Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. GARAGE BEAM TJ-Bean@6.25SeFialNum��: 2 PCs of 1 3/4" x 91/4" 1.9E Microllam® LVL User.2 9/3=Engine Versio:22PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.25.71 CONTROLS FOR THE APPLICATION AND LOADS LISTED ! d 12' Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1'4" / Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 1706 1250 818.1 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail - Other n Width Length Live/Dead/UpliftlTotal C_ 1 Plate on steel beam 3.50" 1.50" 7031489/0/1.192 Al:Blocking 1 Ply 1 3/4"x 91/4"1.9E Microllam®LVL ° 2 Stud wall 3.50" 1.71" 14831 1060/0/2543 All:Blocking 1 Ply 1 3/4"x 91/4"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):All:Blocking DESIGN CONTROLS: ' Maximum Design Control. Control 'Location Shear(lbs) -2532 -2474 6151 Passed(.40%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 7694 7694 11204 Passed(69%) MID Span 1 under Floor loading Live Load Defl(in) 0.217 0.292 Passed(U646) MID Span 1 under Floor loading Total Load Defl(in) 0.371 0.583 'Passed(U377) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(L1-;U480,TC.L/240): -Bracing(Lu):All compression edges(top and bottom)must be braced ati12'o/c unless detailed otherwise. Proper attachment and positioning of later bracing is required to achieve member stability. ADDITIONAL NOTES: ' -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software w be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design load: and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. y - PROJECT INFORMATION: OPERATOR INFORMATION: Voute Residence Karen Kempton 118 Wild Goose Way. ; Karen Kempton,Inc Centerville,MA 43 Angela Way ` West Barnstable,MA 02668 Phone:(508)362-3447 ` Fax :(508)362-1236 r karenkempton@comcast.net Copyright'® 2006 by Trus Joist,. aWeyerhaeuser Business Microllam® is a,registered trademark of Trus Joist. F REScheck Software Version 4.0.1 Compliance Certificate Project Title: Voute Residence Report Date:09/04/07 Data filename:Untitied.rck Energy Code: Massachusetts Energy Code Location: Centerville(Barnstable),Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 9% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 118 Wild Goose Way Rogers&Mamey,Inc. Karen Kempton AIX- Centerville,MA 02632 445 West Barnstable Road 43 Angela Way. Osterville,MA 02655 West Barnstable,MA 02633 508 428 6106 508 362 3447 rogermamey@aol.com karenkempton@comcast.net • gum • • • 1�]: ••- Ceiling 1:Flat Ceiling or Scissor Truss: 572 30.0 0.0 20 Ceiling 2:Cathedral Ceiling(no attic): 148 30.0 0.0 5 Wall 1:Wood Frame,16"o.c.: 1484 13.0 0.0 109 Window 1:Vinyl Frame:Double Pane with Low-E: 130 - 0.350 46 Door 1:Solid: 20 0.140 3 Floor 1:All-Wood Joist/Truss:Over Unconditioned.Space: 780, 19.0 0.0 37 Furnace 1:Forced Hot Air:78 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code a requirements in REScheck Version 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined.using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Name-Title Signature Date Voute Residence Page 1 of 1 f PER TOTAL MANUFAC- TYPE TURER NO. QTY W X H (Sq. Ft.) (Sq. Ft.) Window Anderson TW2842 1 2'-10 1/8 x 4'4 7/8" 12.3 12.3 Window Anderson TW3032 2 T-2 1/8 x T-4 7/8" 10.7 21.4 Window Anderson TW28310 4 2'-10 1/8 x 4'-0 7/8" 11.4 45.6 Window Anderson TW2832 3 2'-10 1/8 x T-4 7/8" 9.5 28.5 TOTAL WINDOWS 129.8 Door Thermatru FCF160 1 34 1/2"X 83 20.0 20 Workbook House Sizing TEMPLATE.tmp Sheet:W D Schedule Affidavit of Substantial Financial Interest I, Cowy-A-W-3 Q, zwn� -J of 26W-mS + on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map 1617 , Parcel C*4 The address of the property is t%4 w%%.o &ciosr. m.1mti 2. 1 have o % 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 OCT. awl . 07 , 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 pe-Ir.zz o , 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 0 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 b 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 ® building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this%3 day of ogwmm, 2001. 2001-0050/affin 1 Q/LOTTERY/AFFI DAVIT APPLICATION 2 + 70 2.: Summary View/Maintain. 118 WILD GOOSE,WAY ': x s ELECTRICAL ROUGH r , INSPECTION #1 w ELECTRICAL SERVICE ERVIGE a METER]INS jai` E t ... .. ... .. .. ... ° r ELECTRICAL TEMP' rr SERVICE INSPEC ELECTRICAL TR.ENC,t INSPECTiC)N' �# FOUNDATIONLAUZON, 06105/2008 PASSER W/ INSPECTION I JEFFREY CONDITIOP C SARAH F. ALGER, P.C. ATTORNEYS AT LAW FIVE PARKER ROAD'POST OFFICE BOX 449. OSTERVILLE,.MASSACHUSETTS•02655 TELEPHONE:.508-428-8594 FACSIMILE:508-420-3162 JOHN R.ALGER TWO SOUTH WATER STREET 1931-2007 NANTUCKET,MASSACHUSETTS•02554 TELEPHONE:508-228-1118 SARAH F.ALGER FACSIMILE:508-228-8004 sfa@nantu&et.net November 29, 2007 M 11tVtlla Per. Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: Janet J. Voute-Allen, 118 Wild Goose Way, Centerville Assessors Map 167 Parcel 45 Dear Mr. Perry: You have asked for an opinion that the above lot has not merged with any adjacent land and is, therefore, buildable as a nonconforming lot under the zoning bylaws of the Town of Barnstable. The locus was created by an approval required plan endorsed by the Barnstable Planning Board in 1984 and consequently had the benefit of a zoning freeze for eight years, until 1992. I have examined the title of the locus (highlighted in green on the attached plan) as well as the titles to the adjacent seven properties (shown in yellow on the attached nla.n) from Prior to the expiration of.the freeze period in 1992 to date. Any adjacent land that was held in common ownership as part of the subdivision was conveyed out of common ownership with the locus during.the freeze period, and none of the other adjacent-properties ever came into common ownership with the locus after its creation by the subdivision plan. As a result, I believe that the locus has been held in ownership that is separate and distinct from all adjacent land at all relevant times and is a buildable, nonconforming Ict under the building and zoning bylaws of the Town of Barnstable. SARAH F. ALGER, P.C. � s Mr. Thomas Perry -2- November 29, 2007 I trust that this letter is sufficient for your purposes, but if is not, please let me know. Sincerely, /A. a Sarah FlAl ---- SFA/bt Enclosure Town of Barnstable Geographic InformationNovember 167023 #49 U k 16701 167038 167022 18 1670550 167021 167018 3008 167019002 167026002 167019001 167026001 187004 16702. 167056 373 167030, 166048 IN 166114 1661 13 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:167 Parcel:045 boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:VOUTE-ALLEN,JANET J Total Assessed Value:$337700 Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner: Acreage:4.36 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:118 WILD GOOSE WAY such as building locations. Buffer - , � ` F.t38i.Jtr2 Ftnow Ad AN= bg *iw Presents JAMEeS E.MUtvRPHY and BARBARA L. MURPHY,husband and wife,as tenants � Jg Bumpseta*er°toad, Barnstable (Centerville),Barnstable County, Massachusetts 02632 i for the full consideration of $155,000.00 paW hereby uoto JANET J. VOUTE-ALLEN of 18 Ch. de la Grand Gorge, Geneva, Switzerland with guitdttittt tobattants, the land in Barnstable (Centerville) ,Barnstable County, Massachusetts, shown as LOT 7 on a certain plan of land entitled, "'SCUDDER BAY BLUFF'Plan of land in BARNSTABLE(Centerville) MASS. for JAMES E. MURPHY Scale 1" = 60' Dec. 28, 1983, Rev. Feb. 27, 1984, Baxter 6 Nye Inc. Registered Land Surveyors Osterville Mass.", which plan is recorded i&,the Barnstable County Registry of Deeds in Plan Book 383, Page 90. The above premises are conveyed subject to and with the benefit of all easements, restrictions, rights of way, and reservations of record, insofar as the same are now in force and applicable. For title, see deed recorded with Barnstable County Registry of Deeds in Book Jq,ZV , Page'. h-4 O X , all z�i m COS to o to as a� moo• r � p o o /i lS v Ab"s our hand and seal this /! day of May A.D.19'93 Z. 4[ommottfaeatf!(ofItretucclnttndts. ames E. Mu Barnstable, ss. May i 19 93 That personally appeared the above named JAMES E. MURPHY and Barbara L.Murphy BARBARA L.MURPHY I and admowledged the foregoing instrument to be j their free act and}deed, before mmee.� W commission expires 3/8/96 a . . 'htLuGbtU I I A 4`4 93 4 _ - z o M J m U L 3 � E E 0 REO CEDAR SHMCEL T:.. V Q w p WCC4 NERD IV r �` \�\•. l 1 I�AIi�S °1 A'� ,4 I1 I TT z '�-- CRN 7 1 II 1 /I iW 971 � I bU 93 iW 93 F >S I CORNER �c IV � 4 iwOCm T. D.�. I I WC00 CUTTER II I I • RC SINGLE �740.=LR iW 03I iW 3 ♦ I I � � � � � II � i I.I' I I I 1, I 11 � �� 11 LU _ nnnl (I rl ` CJP3 o LU p I I 11Y i'll I I I I I L-T� I ....... WA"4°CALTON EOUES-RIA4 _ - I _ b', 5,N ` V PREA[NESS 5Ei.ES CARRIAGE STYLE 0OOR5 - � Fz T• �. i ( f o C„ I I { -mc UMcn W W ,IhL ... - - �• I �i I I I r � J r . --—— ——————-————— - � --—————-———————— ————--� W o F"ISONT-'EL.EVATION LEF Y ELEVATIOICI z ,{ W 3 w co u LU LU LU 1 I I I 1 Q I I w t II ♦ { -11 1 — LUQ 7N0 F!R. I I I t l -! 1 1 I TOP. 1 I 1 II i II 1 '. III 'I--CLgU a DATE'r 9/4/O7 1 I 1 i r .I' I I IIII 11 I'I I 1 I i 31 ll it WQ. Z LU ply/ I, 1 1 I I I � I I I I i 11 I I II I I i ' 1 1 I I I I I I I I I I � c �- I GI II Lu 11 II II I'I � 'I II II 1 II - 11' ~'r k 1 11 II ! LL! ' I I I! I I I I I'I 1 1 !� - �" I •,1 1 I i l I I I I I I I I I I i I ri 1 ILU CD oc 1 1 I I l 1 1 1 1 I i t III 11 I .I 1 1 1 1 I I I. 1 11 1 IIi 1 1 I I:I! •1 ' I I l I t III l I III 1 1 1 1 1 I — ! W i�0.5.411 - iLJ3Ji z V3 I LBr.ti V aC. 4 SCALE: (------- - --- -- ---- -- --- - - - - --- -- -- -- - - - --- - - - - - ELEVATIONS -- — — — — — — — — — !— — ---- --- - ----- --- - - --- !1 -- -- - - - - ---- ---- -- -- ---,- - a REAR ELEVATION ;{ RIOI—IT ELEVATION A" 0) _ ©COPYRIGHT 2007/KAREN B.KEMPTON INC. "" - C:\DATACAD\DWG\VOUTE RESIDENCE\09-3-07.DC5 - GENERAL NOTES AND MATERIAL SPECIFICATIONS RED CEDAR SHINGLE ON 1/2" O.S.B. .. - L ALL WORKMANSWP TO CONFORM TO THE REQUIREMENTS OF THE MASSACHUSETTS STATE BUILOING 000E 4TH.EDITION. 1 TIIBERFRAttINCr. co co .a . A)ALL NED TIfBERFRAMI7G:SPRUCE=PINE-F,It NORTH)WITH FS•UOSp1 0 r 2 x Z 8 LOOKOUTS AT I )O 5 IFOR ado E G O 400 0 C l A OR BETTER N Ov m BIPRESSUIM00D TREATED BETTER. SOUTHERN PINE WITH FSi350pa Q [:a O N y E•If00A00 p•OR BETTER. ' RED CEDAR SHINGLES GLAMNATEO VENEER LUMBER ALL LVL$HALL BE MICROLAM LVL WITH F',q FWAOOpa E•L900La FnIBSpa Fc PER•150 p.PAR-303S pa p•+ 3 O a41 AZEK CROWN W/ IX9 RAKE TRIM I PARALAMIPSLI.ALL PSL$HALL BE 2A E W4 Fll E•I,OOIa E-• 1/2" OSB ROOF SHEATHING Pr•I PER . 110pyypp 730pa Fc PAR4.100 p.NOTE THAT OlAMS ANO U ¢ W U . PARAUMS MAY BE USED INTERCHANGEABLY. [:] G.I -� -� 0 8 3.METAL CONNECTORS: _ (.. G'• C I xe FASCIA 3 5/8' CROWN AS MAAND INSSTTALLL D PER MANUFTURED BY ACTURER REQUIREMENTS UTH ALL NAIL HOLES 14ALL BE HANDLED ~ x ¢ vF � o. FILED.WITH SIZE MAIL SPECJFfEO IFTHR (/'Yp1 U Z E 4.BOLTS: W (� C7 0= n I x 8 a m a s I X 8 SOFFIT BOLTS IN WOO FRAMING SHALL BE STANDARD MACHINE BOLTS UKLESS OTHERWISE NOTED.BOLT HOLES IN IOOD SHALL BE VSY LARGER THAN z cam•. C - BOIT DIAMETER BOLT HEADS AND NUTS SHALL BEAR ON STANDARD [l - F d - MALLEABLE IRON WASHERS OR SQUARE PLATE BASHERS.ALL NUTS$HALL V) m 9 I - X col aZEK CROWN W/ IX3 RAKE TRI`I - BERETIRALDESI AT COMPLETION OF JOB. 4. � s I STRUCTURAL DESIGN LOADS: - - DEAD LOADS:BEIGHT OF BUILDING COMPONENTS LIVE LOAD$:SNOW LOADS45pd PLUS DRIFT - I X 8 FRIEZE 3/8" REVEAL 2NO FLOOR-3opd IWO LOAD•2pI - 6' IST FLOOR-40pd DECKS•LOpd "CDR-A-VENT CONTINUOUS ILBLOCKW,. yLRAGE•Ioopd W.0 SHINGLES - SOFFIT VENT _ A.BLOCK$W$HALL BE SOLID SLOCKNG.2.MINIMUM.FULL DEPTH OF I x 6 SOFFIT BER B.STUD MIALLLS:PROVIDE BLOCKING AT B-O'nc-MAXIMUM NEWT. I x FRIEZE B R D C.NAILING SCHEDULE: SOLE BLOCXING TO BEARING 2-Id TOENAILS EACH SIDE /2" O.S.B. FLYWD - (SEE SECTION FOR WINDOW BLOCKING BETWEEN STUDS I-Od TOENAILS EACH END,OR HE) H G T) 2-Ud END RATS EACH END i,i 2 x 4 AT 14" CC 1 NAILING SCHEDULE: - W ALL NA(ING$HALL BE IN ACCORDANCE WITH APPENDIX C OF THE MASS. III _ STATE BUILDING CODEDNLESS NOTED HEREIN SPECIFICALLY. . A)ALL NAILS$HALL BE COMMON WIRE NAILS MS-BORE WHERE NAILS TEND TO SPOT WOO C.RIULTIPLE STUDS Ud 0 D'STAGGERED. 2 DORMER HEAD DETAIL I.HEADERS PER MASS.STATE BUILDING CODE TABLE 34067f BRAKE SECTIOI�I DETAIL � scALE: , 1/2- = 1'-0'• 1 I/2°=r-o° li] 3 Q (SEE SECTION FOR DORMER HEAD 'HT. BUILT-UP THRESHOLD AT Q. AND RAFTER SIZE) DOOR W/ 1/2" PLYWD .ON W 3/9"OSB SUBFLOOR N W t o W 0 > n, o w + irTCH 8" FIND WALL W/ z ' xG AT PORCH ASHING WN D TO ACCEPTRED CEDAR ROOF SHINGLES AB U < � r PORCH SLAB 5 1/2" O.S.B. ROOF SHEATHING 3/4-1•01• O FARMERS PORCH III -F- IT I i I ------ -------- ------ t MIN STEP WINDOW SCHEDULE` carmerae ro LawOF cv�Mtaps erN wvices aewrfxerrweEa I DROP TOP O F I I WALL TO RECEIVE - UN/T D/NENS/oN5 ROUGN OPEN/NG �'• PORCH S L A B Rd, D..eivpaen ` r/KeA Nnpwe resew. N.gee - -- - BRICK RISER. WOOD 3-9 I GUTTER i u e rrp.A -s sie• f-f vi• 2•-A//i' 41-4 ve• H 2 x 8 FASCIA u i rpp.a r-e fie' -, vs' -/o ve r-� ve DETAIL 3/e" REVEAL goo rm2e�� 2-esis r-� vs FARMERS PORCI- .4 3/4"-1.-0.'. Une rrG. "CDR-A-VENT" C 3'-/ 5'-1 vs- !'-f 7/e' O I00 rte3037 3-ilia r-� ve' T p CONT. MTL. SOFFIT VENT o I x 8 SOFFIT u e,rro.0 2•-�sie' r-o ve' T-/o BED MOULDING goo ve' -o ve' ✓ SCALE: ruae�/o 2'-+SXS" l•-0 7/e' 32 I x FRIEZE BD. _ - (SEE ELEVATION) 7 1/4 u e r".E 2•-1 SX0' .r-4 Y/e• 2•-/0 ve• 31-1 T/e 100 T1112e32 2'-1 S/e' DETAILS u c Trp.♦ 2•-1 3/e' 2'-•F 3/6• 2•-4 ve' r-,, ve' 7OO/22f/ 2•-1 J/e' 2•-1 3"' - 2'-9 TYP. ROOF EAVE DETAIL < O Unc TrF.-0 rw.r r �.Try 7/f0 LE 37 f/s' t]' •9e//1' '•'r - Unt yrP.N 33 6/e' eT 34//2' 2 e3" A*2 O . TA.r T /fo L F a fb.�-C/ewe ©COPYRIGHT 2007/KAREN B.KEMPTON INC. C:\DATACAD\DWG\VOUTE RESIDENCE\09-3-07.DC5 PORCH SEE DETAIL PROVIDE LEDGE. FOR cc 23'-B" PORCH SLAB SUPPORT QO cv ` 6 „ 6 _0. O U 0 N F cz r a m _0 6,_6. a F 3 0 E U ¢c 0 -j IN m Cs7 F w m ¢Z C. 1\ F(Tyll I E. — - - ,- - — — — — — _ _ _ Y 1 - - - I UNEX RODtKE 23'-0" I I I - — — I `IA PROVIDE ANCHOR I STRAPS FOR 2x4pt SILL I I — — — — — 1 OD AND KEY I'-5 1/2" I I I I S P I I= 2Ld '-1 I I h ' ,0 R E DROP T.O. WALL 10" FOR SLAB AT DOOR I I , I IL I I`r COORDI ATE TOP OF W Lt $ ,� } I TAIRS UJ/G ADE Q Q 2" RECESS SIDES -- (q J GARAGE 3"RECESS FRO ' T - �I1 o I I I o I I (3/4" DROP) (n O UNEXCAVATED (VERIFY FND w FOUR DIMENSION N N cl� CN I IN 4" CONC. SLAB I I U/MNF I t DOOR LL W PITCH 2" TO OH DOORS I I I I SELECT/ON) ` W W.xB10"H. L > PROVIDE ANCHOR ��a� BASEMENT I P 8"W,x8 CONC. ap U I STRAPS FOR 2x4pt SILL I "' E-- WALL ON < ] .- VAPOR BARRIER ON 4ASH,, I 16"xB" CONC. r- COMP SAND FILLI SPRD FT'G — O I BS IT i. — 1I I I I - I DROP T.O. WALL I 14" FOR SLAB - — — — — — — I AT O.H. DOORS 18„RODt<EYI — — — — — — — — — — — .— — —IN — — — — — — — — — - — — — • B 2 SCALE: 1/4"=1'-0" 24'-0" 12'_0„ I FOUNDATION PLAN FjaUN "`%.AATlC:) N P� I v r ILAt Ao-13 COPYRIGHT 2007/KAREN B.KEMPTON INC. e C:\DATACAD\DWG\VOUTE RESIDENCE\09-3-07.DC5 1 - 30_�„ I m z mcv C 9 x 9 POST a } a TW 112 TW 992 8" x 8" FIN POST a 3 E - ---- ° c 7p�-= W w 'wm C� WDN�4 FI'O'x�C'8' , U ' I `r F O F 2 \Q�r1 '�9 POICC� I `n i U < Z � � °1iJ `� 2 1 3/4" x 9 1/4 3 RF BP%CK i i � � Q mFLUSH LVL 2 12 2-2xB' I U 1 POST FROM ABOVE D RM 9HAN2 _ _. - X/Os — _ K BENCH -- � Q — co N I7 .✓�_ 11 121TRjAT19" I UP. 13 R. W LL U 2-2xio'S `� L I O C 2'6" C.O. DUCT CHAS Q 'ILn GARAGE o w 3 'f" CONC SLAB PITCH PANTRY o � Ca W i o o rJ -' x• Q 2„ TO OH DOORS `'' J 6 ,1 Poly U.SICIVb Q I KITCHEN 00 > 15/8 'FC GYP AT HOUSE WALL, i D TILE REF Lh Q W CEILING. STEEL BM" v w J Z AND STAIR ENCLOSURE CN co POST FROM ABOVE I v, CI f c < r 2 13/.4" x 9 I/-4" FLUSH LVL I O L, - I - I• TW3032 TW3032 L VL 2-PL Y /. 75"x/L25". /.9e L VL oo , r777DBL STUD PKT 9/0 X 1/0 O.H.D. 9/0 X 1/0 OAD. NOTE- FRO VIDE B FC/L L N T m EA. S/OE 2 OF O.H.D.'s - T-0" q'-p° 2,_0„ q,_0„ 2'-0" 5'-10" 6'-2" 24'-0" 12 _0 SCALE: 1/4"=1 1-0" FIRST FLOOR -FIRST 26I sq Ft PLAN Q GENERAL NOTE: ALL !U/NDO[U - m HEADER HG 7'5 A T 6'-/O" lJ1VLE55 A*4 O THERCU/SE /ND/CA TEDN _S/Ahg 7'/Y/') Poe'-kP 7- C3,=Ta/ 4 a ll//NOOCUS UNLESS NOTE rnD ©COPYRIGHT 2007/KAREN S.KEMPTON INC. O THERCU/SE C:\DATACAD\DWG\VOUTE RESIDENCE\09-3-07.DC5 m X.y � 4 m O N q r- - - = - - - - -TU28-3TO- 7TU2�3RT - - - - - - - — — — — — — — — — — G a� mE . u cd m 2- /2's I i m � © DBL SU[7 PKT" 0 I <Z a I. I w E POST D Om ATTIC A x g I I Q I I 0+6 ACCESS N i I j I 2 m w 00 BEq ROOM/LOFT Q . ��P ' S�C� . �R. a I U , /JPN. t I. „x61 I z } N I co •I MI ,may- I I . � 0 � \ I tLJ > I o I L I < D oo � POS T DN\ - N X FUTURE DORMER i �8„ V I AW251- -AW251 W251 11 cal 2-2 /2's — — — — — — — _ Lo I — — — — — DSL S TJt/D4„PKT _10„ 3,-4" SCALE: 1/4"=1'-0" IL INA LiSECOND �j FLOOR PLAN SIB s ft a v GENERAL "NOTE: ALL lU/NDOIV m f-LEA DER HG TS A T 6'-/C- UNL ES S 0 . A� O THERU//5E /ND/CA TED. oc;IlVr m LU/NOOLUS UNLESS NOTED ©COPYRIGHT 2007/KAREN B.KEMPTON INC. O THE PLU/SE C:\DATACAD\DWG\VOUTE RESIDENCE\09-3-07.DC5 L I RIDGE VENT d c 1cv ; 2: 1 3/9"x18° LVL O w ° RIDGE BEAM F a m a Q 7 U F3 s \b U a ri o 9 I I U W �� o p 2"x1 R.'s 16 5 �• u m UJ/ x8" CO AR �E 12 �� VENT( SPACE` � ^� e 12 w x a p 5 RED CEDAR SHINGLES U < � a v vvvvvvvvvvz Q c: n C i INSUL N, R-30 BAT�I 3 0 T.O.P. — — — — — — — I I x 3 STRAPPING AT 16" 0C t o GY�LO W _ I/2" VEN PLAS FIN e 5 Il 4' e 12 l` ET,4/L 0.51 ee00 e I - • I I � � � e I � '� j.L� I MA H IATE F ii 3r_�,r co 2ND FLR. I I 3 = ,L } i Q T.D.P. II' ' °TJIS e 16 O.C. I o Q 1.(I > Q E DTI OO_UM 71:_0 FT R-30 BATT INSUL 12 3/9" 0 B J 2"XIO"'S s 16 O/C 2"XIO"S s 16" / - 4 iiv..Jrr o _J _. W12X26 STL BM W 0 > . CLIPPED CLG BEYOND �- W/sA" TYPE X" G.W.B. IY WRAP W 9 s lLLi,, Q i.� J Z ! .� 3/4' O.S.B. ON 2 XIO" R-19 BATT INSUL W co FLR JSTS 8 16' O.C. L > W S S-o-, — ,� W/'A" TYPE."•X" G.W.B. !— U 9. , co 'S G.W.B. ON 2"X9" WD 2q'-0" *- Lu e ° O Wl'Ir TYPE'X° G.W.B. IST FLR.. MUD J s a I6" O C I I' 6 I/8" GARAGE „ CONC R-19 BATT INSUL "_ _ ACCESS o � ` L B,4 S E M E T E�= =� - f -� 7 _ 3 1/2" CONC SLAB _ -�_ -1 -0 SCALE: 1/4_ •yy .'I .tom_ c _ = SECTIONS ZEE— - = m 'T' I 0 A 604 v rn ©COPYRIGHT 2007/KAREN B.KEMPTON INC. C:\DATACAD\DWG\VOUTE RESIDENCE\09-3-07.DC5 RIDGE VENT I z. m r " m f t; O ra ° E- n F � I W W f SIC w o v p gyp"P FS Z E- FUTURE DORMERI "Ci z a Y �y o 12. 2"x8" COLLAR TIE AT 16" OC 12 3 Y x 2'x4" KNEEWALL 00 2'x10° RAFTERS 20. 1' 1 R-30 BAIT NSUL \ IN } 0 5 " II'f° TJI'S 16" C I DE TA/L �`1 WOOD GUTTER WITH W Q Q 1,3/4" DIA. PIPE DOWNSPOUT 3 F-4° --=3.=2:/2A2 HDR 0` W a W IX8 FASCIA � BEADED BIRD C.LG 0 J- a IX8 SOFFIT _ CONT. SOFFIT VENT 8° WD POST W/ W STAIR BEYOND CROWN CAPITAL W iO�DE6° BASE W/ L� .J } w Z ` 3 W ` 2X4 STUDS AT 19' O.C. 3 1/2" F.G. INSUL (R-13) co 1/2" OSB W/HOUSEWRAP '4., 2 _4„ < D *- KITCHEN t ---- I ---.-- M } 2X6 PT SIIL W/ SILL SEAL � • D 5 II'I" TJI'S -- 12° GALV ANCHOR BOLTS ��; DE'7-AIL ` . . I 6'-0" OC R-19 BATT INSUL L q • I DAMPPROOFING TO GRADE 8" CONC FND WALL I DE TA/L 8"XIC CONT CONC FTG ° W/ 2X4 KEYWAY BASEMENT SCALE: 1/4"=1'-O" SECTIONS SE: C:TlaN mum r; Alo7 m O COPYRIGHT 2007/KAREN B.KEMPTON INC. - ��- - C:\DATACAD\DWG\VOUTE RESIDENCE\09-3.07.DC5 GENERAL NOTES: :THIS DRAWING SET HAS BEEN PREPARED TO DIMENSIONAL CHART OBTAIN THE REQUIRED BUILDING PERNIrfl.R DOES SIZE A 5 C D E F G H- J K NOT DELINEATE SCOPES OF WORK AMONG 19 x 32' 1 G 32' 4'-6° G'-O° 13'-6" 81-0" 7-0" 1 8'-O" 3'-G" I 41-G" CONTRAL70RS AND OWNER SUCH LIMITS 0P : :•: ' I&x 3G' 18' 36' 4'-6" 6'-O" 13'-6° 1 2'-O" Z-O' 8'-0" 3'-6" RE5PON51BIU1Y 5HALL BE DEFINED IN THE 5.5.LADDER ; • p c :; ' t ��-CONCRETE DECK-v OR , 8 E' �I 'CONCRETE DECK-_ 20 x 40' 20 40' S 0" 7-6° 13'-6" 14-O" 9' CONSTRUCTION CONTRACTS. SWIMOL)t , �' , 2.THE BOTTOM OF THE FOOL BED(AND.ANY BACKFIW ' h WATER LINE SHALL BE FREE OF.LARGE STONES,ORGANIC FROZEN CLODS OF EARTH,RUBBISH,STUMPS,OR - WASTE CON5TRUCTION MATERIALS. 3.ANY GRAVEL BASE MATERIAL USED SHALL 81-0° / 4"_O"' -—-- - -------- - CONSIST OF AEADI,COARSE SAND,OR BANK RUN min ' /- I GRAVEL,CONTAINING LITTLE OR NO FINES,OR :` ,' ` mIn -• el f I ORGANIC MATERIAL,AND CONTAINING LITTLE TO 'OPTIONAL DIVING : '• � � J F • NO COARSE FRAGMENTS GREATER THAN 51X INCHES BOARD •. IN DIAMETER THE GRAVEL BASE MATERIAL SHALL. BE PLACED IN SHALLOW UFT5 AND COMPACTED. 4.THE FOLLOWING A551LIMFTION5 HAVE BEEN MADE I FOR THE PREPARATION OF THESE DRAWINGS: -NO SPECIAL CONSIDERATIONS ARE REQUIRED TO - f t �% �,�. ,•M,-.. a ACCOMMODATE HIGH 5EA50NAL GROUNDWATER CONDITIONS. - -THE POOL WILL BE INSTALLED ON A LEVEL \ I NHA�11" COMPACTED BASE-ANY REQUIRED LAN05CAPING AN=K RETAININGWAWS)15 NOT PART OF THIS 50017E OF.WORK-PROP05ED POOL AREA DOES NOT ENCROACH UPON ANY:EASEMENTS.'PROPERTY BOUNDARY LINES, O"RADL)TUTIM,WETLAND,OR1505s. TYPICAL,;• '�� *�. . 1 '-POOL IS 5ERVICED BY PUBUC WATER AND '�--►' R OPTIONAL ' MUNIOPALSEWETt '"\_CONCRETE DECK_ ' B '' a ' POOL 5ECTI0N B-B I -NO VARIANCES ARE REQUIRED TO OBTAIN :' �' I�, SCALP- I/4"=1'-O' APPROVAL , -THE SOIL UPON WHICH THE POOL.WILL M INSTALLED BALL HAVE A BEARING CAPACITY POOL AREA PLAN 4'CONCRETE DECK EQUAL TO OR GREATER 3,000 I55M.Fr. -THE POOL,ONCE FILLED,WILL BE MAINTAINED AT SCALE- I/4"=I'-O" _ ITS DE51GN WATER LEVEL ELEVATION AT ALL -THE FOLLOWING OF PROPER WINTERIZATION j Ali CM AWAY FROM POOL TIMES. f PROCEDURES WILL BE THE RESPONSIBILITY OPTIONAL DIVING t OF THE OWNER BOARD.. WATER UNE -- .•. . 5.ALL UNDERGROUND PIPING SHALL BE INSTALLED )8. -—- IN D FREE OfES ARE HERE LEDGE ROCK. WATER LINE 6'WATER LINE TILE •• • FIBERGLASS MESH r'k " AND FREE OF RACKS. WHERE LEDGE ROCK HARDPAN,OR BOULDERS ARE ENCOUNTERED,THE (entire perimeter) �.• t " I ; p TRENCH BOTTOM SHOULD BE PADDED U5ING A b 5 6"COMPACTED SAND BASE j MINIMUM OF 4'TAMPED EARTH OR SAND BENEATH a THE FIFE. -- ------ -------- I/4"TO 3/8"WHITE ° r MARCITE FINISH #3 REINFORCING RODS- 12 C.C. 6.ALL PIPING SMALL eFEI Irn6N psg C U CONTINUOUS GRID PATTERN ' RATED SOCKET WEIR GS• WALLS¢FLOOR 3 vµ 'ALL ONES SMALL BE INSTALLER AS SELF-DRAINING — WITH NO DEAD LOOPS. HIGH POINT VENTS AND LOW - : ry •.:A.t• t s t �: POINT DRAINS 5HAU BE IN5TAUED TO FACILITATE �` ��'> i •� 5TAKTUP AND ANNUAL WINTERIZATION. ,•� L 7.ALL UNDERGROUND PIPING SMALL BE PRESSURE-TESTED @ 1.5 TIMES WORKING PRESSURE �;�' 4 I • i PRIOR TO COVER �. 8.SAFE USE OF THE FACILITY 15 DEPENDENT UPON I, PROPER SUPERVISION,MAINTENANCE,AND STRICT I •. UNITE TO VEMOF POOL SHELL CONFORMANCE TO 5AFETY REGULATION5 AND j ' • STRENGTH OF 3000pst CONSIDERATIONS BY BOTH OWNER AND USERS. - I . W 26 DAYS . 9.PERIMETER FENCING,AS REQUIRED, WILL BE BY OTHERS. �D • CON5TRUCTION NOTES: B F'..► • ,► ;;, :.`. NOTE:THIS POOL PACIUTY IS DESIGNED - 1.CONCRETE 5HALL HAVE A MINIMUM i FOR SOIL ESEi4RING CAPACITY O)P 3000 IbsJ'•�Ci.FT.MINIMUM;_, COMPRES51VE STRENGTH OF 3,000 PSI AFTER,28 DAt5. ALL REINFORCED CONCRETE CON5TRUCnON SHALL LONGITUDINAL POOL SECTION A-A TYPICAL WALL DETAIL r Be PERFORMED IN ACCORDANCE WITH THE LATEST SCALE- I/4' I'-O" EDMON OF AO 318 AND DETAILED IN ACCORDANCE I NOT TO SCALE NTH ACI 315. 2.ALL REINFORCING STEEL SHALL CONFORM TO j ASTM-G 15,GRADE GO. WELDED WIRE ME5M SMALL 1 CONFORM TO ASTM•185.. AMERICAN SWIMMING POOLS CORP. 3,THE CONTRACTOR SHALL SHORE OR BRACE AS REO'D. ����VvVF GNNFZZ�� . p Rt.44• AT ALL STAGES OF CONSTRUCTION TO ENSURE ```�0 �� ``N �AFiTHUR R.CH>AP3, 5Se Arcade Avenue; sTRuetuRAL5TOUTYATNtTIMES. i F ;. �'�� "ky Seekonk,Massachusetts =Fo ,9 Arm+ur+a TYPICAL DETAILS OF N0. swl 4.ALL WIRING TO BE PERFORMED BY UCEN5ED _* _ GUNITE POOL CONSTRUCTION ELECTRICIAN IN ACCORDANCE WITH ALL - STATE AND LOCAL CODES. i ! Eti�• �b� C/SiER o\� PREPARED FOR: T ' i 5.BAOIiLI MATERIAL AS SPECIFIED IN GENERAL NOTE �����k8; ���Q A�oIIAC E� PROFESSI .. ADDRESS: VOID SPACES BETWEEN f 2,SMALL /fL0Ul1 ", SCALE: A5 NOTED ORN.8Y:fAU15E DATE:: . M BE USED TO FILL ALL. •� i iuni9rla5ED EARTH AND POOL E)MRIOR Job No: I Rews"on: 117rovong No: SP [of l .a Op- Zy� h� 4 o.No 4q,3aE /0i SAN • a ����°ti ��9�a•� _�C�SS� �aoQgh �yo \ �2y��- ��p� - P`r L:.OGuS MAP ' J�Q°•�Q''��,3¢s ��g26�2.�. R�)- yv '1;4���b�1�gESN(T 1� 41_ - /=- 2cr7o }� — —� ArAI� IG FLL 37I5/ld Z,J.1 6t�io' 1 e t Zz. 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COQIFOMAA 1Ty_ 'W[TLl Tf-IE QULES wt, 4v I v N Q __ - .--- A(Jr> Vt6C.LI.AT[OWS OF TLIE' PLAT-a c� LAuD - 5cALE I'=moo i, 1 ��INS\F�►�(GEi_fTE2VILIE).����. - •. ((�� -._— '60 3c o .. Go t?o l p E,ROPU,G SCPL� .l,d,MES E MutZPr�4Y 9 - Scbt�• )':moo .'.• r�Ec.. �S,t�S3 _ ... �, `S3 , Rev. Fss z I,lard t4 '° 'S,du-r�-rL 5 I.LyE ILtC. 2.--fsls'l�b LAwh7 Suz�yD� - •. V . . ' Ei. o sTe•2v[LL� MASS. yl° - .ra K- } T 4/,.r ells ActvAL WA `:_� • 0(-7 "RIE G¢ou,Jn 11:.1 AGGOrLPA(JGE- wlr(_l TV 6 Li " 1�I4� �plJp ��OJ2T IUST'¢JGT[ot�l6 OF Ig1/11 �[J(�IXL BEf'W�� ' ._z"^r /j' oGr I�I4S2 A[Jo �¢.. z8,lg�i3 ^ � iJ Cc YJ •�� bA"t-E fZCG[STE�o Uo SJ2V�ydZ 82 w(a,4 Wo Al/5 . O ST=,;,j IL-L-e 82113 -../ • • r - •. • ASSESSORS REF.- Map 167, Parcels 45 & 46 Lot 5 I 0 / /�/ �� / �////, • o OVERLAY DISTRICT. I i / � ' / // / // / AP - Aquifer Protection District 9 , l ®.. ,..{. / ,�/�.rLo 9/ //� // /�/ // As Show o }. -� n n Plan Entitled ,. g �85 8,12,, "Revised Groundwater Protection -- - _, �00� 20.0 '��;; " ��"y/✓ / Overlay Districts" -- April, 1993 • • �_ r , _.._ . �; / �. / 4 AL �. a +► . '' I I 1 //� y c , / �// / /p v/p AL 1 I / 1 1 I ! 1Il � I � � l , /, / f J /. l f l I 1 III I I fr, , / l j ( / ' �i / l i /l �/ // ' 246 t _ , Locof ion Map 85•a8'12* E / / ::•/ _ / t a2000'* �•`•. •,/ � � ll � 1 I I III 1 l / / / / � / / // /! / :'/ // I '' % 1 / / /. t /�/ /// /' / ZONE: 0000, if l l I / l / 1.••• y/ / 1 Area in. 43,560 SF if l Fron to a min) 20' / / / �!' / �.._. width min) 125 if / / , / / Setbac s � : Lot 6 y // / / " j/ / / /l l ///. % �� •02�/: Front 30' �. // h/ ° % / / �/ / l 1 if /:: ;'/ / Side 10' 101, ti/// / / l / l j I I: 1 1� II 1 j j Rear 10' a VNF-03 M M aeon / / // •�+ /// / / / / /1 0� , l, # 1 j I I AL •\ gsas/ � •\ Jill, ` •�'/ /ice 1000, • �....y....y / / /_ a� so _ _ /' 1' 1 1 •' /S/8 W / //'' 10 t / /oar/ ! =•/ / I AIL ` AIL AL lmit of BVW •• N 1 as Flogged by ........... ......._ 1 l /. / / �,����/ // / I 10/April/2000 v I c.�' ! /�4 m Edge of P!lr+oVnWm p�PQX au I < [ i / / / / /��® / / J if 1 Lot 16 / /VW106 ,.• � " / Zw 1. ��..� � / / ,� ,���,� / / ! / l � 1 � � `/� . - /� •Z2t'_.. +PROP.W�F / / / • j 1 Qr if JVWjO7 r� y.�EAcii tTi FSN.Ft-,2o:s /! j' boo, / / , ........ / / Ll. 3� ADO gTDNE ALL / I It Lot 17 r' A ;,ND tYQ.� ,n,, '/ / / /� / C.O ' j l_ a �°rr s dRa��a � low��.plan-pNpgE 2- / / / / / / j I a. I Q ,�' .�• T' •• TBM E7=7.98' NGVD'29 00 // / / I m �. of 08 COAW ID FND VtIF // A .err � /1" / � f;•� 1 j g �. .�. �_ / /• h ,/ is' / / ,c° RE>_OCATE EX 1ST ? Fj / I FEhi CCif M Q PROPEt2TY..LtNE _ ! /L / / // 10• / / l P°at Rog 1000, / J // � 1 :� / / i/ eL o•// /./ t\ Tes-r Moles >=uav ta.s • LOAM 6- SUBSOIL- 30' SAND GO AR9ta _ 12Ch G%L-r W/ Ede+ / }y POOL n-0 13� 07-ON c .... F�o•L of , 's"/ 'I i► • / �NeGT�a obi APPRo�r� / 1 50 + o / L. . J COAtZSE rn :%/ /�''.;; oa /� ' l/ . / tl3STALL Foss r rssalL j SAND USGS High Ground Water Calculation Nll / / �; / FENc ALaNtr WORK LIMIT L tNEt, t ba Cape Cod Commission Technical Bulletin 92-001 } /,�// '% ' ,��4 / / // / `� tSt," ct�y SILTY AKA Frimpter Index-Well A1W230 $ / RGOLATtON-•ILST Date Mar-90 3 �i 8.'••� 0 1 / ,/ GRONnIQ WA TI�R AT ELe:V. 'i.0 t / i el cL>'.ss 1 MATBR�A1,•- Monthly Reading Index W 23.9 Q.. ` ) s+s t-ESS THAN 2 M I N/I hicH Water Level Adjustment 3.7 7aj PA-rE 103/14/9D •��` N o_. p_ bs, � Water Elevation 4_0 L'NG.= DOWN cAPe @NGINEBR1ti4 Corrected Ground Water 7.7 89. F 1 wlTnreas et:,taARRy T:Os., 15.0.N '/• I Finished Grade I I j 1 1 I / dge of Rvarnium AL I 1` � j 1 f •1 / � � o Compacted Fill---� A AL to a, M Filter Fabric l AL AL 1/$"-1/2" -N Leaching Pea Stone / / / .•I L I tio Chamber - 3/4"-11/2° / / sy nnsri.c .y s Double Washed s 4-!0 Stone 26-0 (SeePtonView AL AL CROSS SECTION OF CHAMBER z AL/ 1 Not to Scale / // / .• / Vent F.G.30.0 i F.G.21.0 26.0 Top 27.0 AL / ... 26.4 26.2 Bot. 24.0 - 18.5 / / /• C� 1500Gollon Pump 16.3' • / / PLAN VIEW t / 18.3 Septic Tank Chamber / /./ `"-•-' H-20 / H-20 Bot.TH. a Ground Water Scale: I�I=30' �1 1 Bedding as E'�. Corr.Ground Water / ` Per Title 5 AIL DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Q' // •� Not to Scale AL > NOTES Q // / / I/2°0 Galv.Pipe For 24°0 Opening Above For M.H. I. Water Supply For This Lot is Municipal Water. Float Support Frame&Cover. 2.Location of Utilities Shown on This Pion Are Approx. At Least 72 Hours Prior to Any Excavation For This t A c'`�' Notlif Catoect n to DIG SAFE-1 888 344 Required ` i:• Pump Power a Float Control s / - To D-Box 3_The Contractor is Required to Secure Appropriate Cables Installed in Accordance Permits From Town Agencies For Construction f /� / _ With Local Bldg.8 Elec.Codes. � "-- Defined by This Plan. 4.lnstaII Risers as Required to Within 6"of Finished Grade. ►`Qry��4/ / / a: 40 From.Septic precast Pump 5.All Structures Buried More Than Three(3)Feet or AL Tank.Sch.40PVC Chamber � Subject toVehiculgrTrafficistobeH-20Loading. / / / a• 8�-0° p 6.Septic System to be Installed in Accordance With 310 CMR 15.00 Latest Revision And The Town of Barns b-ffe SoaAL rer of Re`aTthFFegulbfiorts: 7. All Piping tobe Sch.40 PVC.- / & / PLAN 8.Depth of Inlet Tee Below Flow Line, I O"Min. / fie Depth of Outlet Tee Below Flow Line:.14'Min. With Gas Baffle. S.A.$. I AL / 40 Sch.40 PVC Finished AL 1 From Septic Tank Grade DESIGN DATA House Pool Deck a Pool ,Inv.17.8 1 ►s* :Ago o°1' or .Single Family- 5 Bedroom ""-Conduit Thru Chamber !D No Garbage Grinder For Power a Float Chain To D-Box Daily Flow, 110 x 5 = 550 gpd C Emerrggen rage Chain o; Min.2 Cover Septic Tank:550 gpd x 200%=1100gpd ti Vooll.?50�Ga1. g ° Cables. • Use a 1500 Gallon Septic Tank. d 2 0 Sch.40 PVC °� � � "• i T• on E1. 15.7 ro LEACHING AREA °.•� n`> / \ Fum on E1.15.2 Mercury Float y E P Threaded Pipe 550 gpd/0.74=744 s.f.Required Switchs-3Req'd Sidewalk 2(25 x 26)2- 102 s.f.. F.F.22.0 Y m 1 / 752 Bottom :A7oto?P ov d d- 650 s.f. Propdsed L t Pump off El.14.2 Check Valve Grade o O1 / Secure Pipeat Top a allic. 3 Lo I Bottom of Chamber 1 ��, LEACHING CHAMBER DESIGN I Bottom El. 13.1 6"Washed All Pipes to be Schedule 40 PVC.Use 6 E1.12.0 ♦pan e• •o.•:' ::A. Stone Min. �• --� � -500 Gallon Leaching Chambers in a 91k. !-- N i °T_ 25'x26'Washed Stone Field as Shown. SECTION A-A SECTION Use IOOOGalton Septic Tank Scale: 1 20' �\ PUMP CHAMBER DETAIL \ / Not to Scale REVISED PL"SUBM=AL St�L7 8 O! M,ISs9 I / sD- 3886 ' Atc. N PETERcycu, I / / ATPLICANrSNA1dE JANET J.VOUTE-FALLEN • o SULLIVAN k.m 8 WILD GOOSE WAY CIVIL Cn Cn AL I / twomcrLOCAnoN: CENTERVILLE,MASS. NO.29733 ts� 3i4. �F /STEREO �`` `s�'X JL I This Project has Lk=d%Jccm1vwd an order of conditions AL AL OR ChwkOw AL / ocda of Conditions notxatiumd ❑ y of This Plaa will tx eonsidered an 9/12/07 ORIENTATION OF POOL PATIO AIL f °�' Dw AL FOOTPRINT AND ORIENTATION OF 7/1 1/07 HOUSE & FOOTPRINT OF S.A.S. Directions to Site: From Hyannis take Route 28 toward Centerville; Take a left onto 4/20/05 MOVED RESERVE AREA • .-"'` Lumbert Mill Road and follow to the end and at the second stop sign, go across Bumps !1/7/01 ADDED DRIVEWAY DRAINAGE River road (slightly to the left) onto Wild Goose Way; The lot is on the left#118. REVISION L 9/24/01 INCREASED TO 5 BEDROOM DESIGN rtle: PREPARED BY PREPARED FOR: /k Notes evision: -- SITE PLAN Sullivan �neer�n �1C. C � o�Su rI Janet Voute-Allen The property line information shown was compiled c� g, from available record infor-mc on and does not PROPOSED SITE IMPROVEMENTS PO Box 659 7 Parker Rood represent an on the round survey. Q • & SEPTIC -SYSTEM Osterville, MA 02655 Oste►ville MA 02655 p g y V .118 .WILD GOOSE WAY. (508)428-3344 (508)428-3115 fax (508)420-3994 (5D8)420-3995 fox o CENWILD MASS. PSUMPE0001.com aa/ewr•I�Oaapecodnet The topography and det•tn shown was obt:�ined by conventional survesy methods. 30 0 15 30 60 12o Wield: RLH RJM Draft: The datum used is NGVD '29, U.S �& C.S. Disk Dote: 111011 • April 27,. 200•l Scale As Shown Comp.: Review: "M 28 PF". Pro,/ # Drawing # C436 1