Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0164 POINT OF PINES AVENUE
76- J A30-a69 . � e n o v o fi r a i A o o e n L A f ; Commonwealth of Massachusetts ,- Sheet Metal Permit Date: �- 3`I a Permit Estimated Job Cost: $ aye 3S-0 UJ Permit Fee: $ Sa Plans Submitted: YES NO x Plans Reviewed: YES NO�4 Business License # Applicant License# Business Information: Property Owner/Job Location Information: Name: �-J-ST�t S k0c Name: Street: r^,o_Z cc� �C� Street:C](dKV f �� City/Town: Wr ` K4-uv1A e-At,\ City/Town: n'n-v<<, c' r4VA Telephone: Telephone +`'I►� Photo I.D. required/Copy of Photo I.D. attached: YES NO ff Initial J-1 / �-1-un�restrict�edlice a J-2 /M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. , 2-storie _or less 3"9 Residential: 1-2 family V Multi-family Condo/Townhouses Other ...f . Commercial: Office Retail Industrial Educational . i Institutional Other Square Footage: under 10,000 sq. ft. over 10,000 sq. ft. Number of Stories:. c� 4 Sheet metal work to be completed: New Work: Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: vro ( a 7zv3 LvA.c 5 Y5-ty S C 5` h hs r�cc35 Cis-1� L \L Z r; r INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L. Ch. 112 Yes No❑ 1f you have checked Yes, indicate the type of coverage by checking the appropriate box below:. A liability insurance policy Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent.❑ Signature of Owner or Owner's Agent By checking this boxO,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO- Progress Inspections Date Comments Final Inspection Date Comments Type of License: By ❑ Master Title ❑ Master-Restricted City/Town ❑Journeyperson Signature of Licensee Permit# ❑Journeyperson-Restricted License Number: 04,Z Fee$ ❑ Check at www.mass.gov/dol Inspector Signature of Permit Approval I � - i ' f 1 i • Fold.Then De tach Alon9 All Perforations SHEET As AQrs� TAL WORKS _ TH011AS HANSEN t lI8 RIV -' ER RIDGE DR m R. MARSTONj.S MA �_ MILLS F� gz Fold, 7 Thert ,. Duch Aion a y 3AiiFzro,Aho , . DATE: SERVICE SHEET Job Name Job# Time Job Name Job# Time BRADFORD POIRE COSTA THERIAULT i GRILLO i i JOHN G. 04/11/2012 09:24 5087719310 RUSTYSINC PAGE 02 c- La Town of Barnstable Regulatory Services AN Thomas F.Geiler,Director BuRding Division Tom Perry,Bading Caminissibner 200•Main Streak Hyannis,MA 02601 www.town.barnstable.ma.ns Ofce; 5109462-4038 ..:,.:w_„ ,., :...:... ._......_..... _:.:...: 08 S -79 ,062 0-. _.. ..........� 3 • . Property Owner Must Complete'and Sign This Section . If Usimg A.Builder as Owner of the subject p-toperty w ladreby au.ha6ae F>05 T V -S IN Cto art on my bchal in LU matte's rr11tiv'c to Work=&o=ed by this budding pew Ro C eQ P" (Address of Job) �- C�,u-��2� **Pool fences and alarms are`tb.e responsibility of the applicant. Pools are not-to be fUled before fence is installed and pools are not to be utilized until all final inspections are performed aiid accepted. tote of O�er Signature of Applicant hM Icy P.tint Warne Priat N=e . Date Q:�oxMs:a �ssro�ooz,s ' . The Commonwealth of Massachusetts William Francis Galvin-Public Browse and Search Page 1 of 2 4 , *' The Commonwealth of Massachusetts William Francis Galvin f Secretary of the Commonwealth,Corporations Division ' One Ashburton Place, 17th floor "`� Boston,MA 02108-1512 Telephone:(617)727-9640 RUSTY'S, INC. Summary Screen T Help with this form Re�quest�a�tCertlfl�ca'te �.� The exact name of the Domestic Profit Corporation: RUSTY'S,INC. Entity Type: Domestic Profit Corporation Identification Number: 042192652 Date of Organization in Massachusetts: 08/25/1955 Date of Revival: 03/13/1996 Date of Involuntary Dissolution: 12/31/1990 Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day:07/31 The location of its principal office: No. and Street: 222 MIDTECH DR City or Town: W YARMOUTH State: MA Zip: 02673 Country: USA If the business entity is organized wholly to do business outside Massachusetts,the location of that office: No. and Street: City or Town: State: Zip: Country: Name and address of the Registered Agent: Name: MICHAEL J.RODERICK No. and Street: 222 MID-TECH DRIVE City or Town: WEST YARMOUTH State:MA Zip: 02673 Country: USA The officers and all of the directors of the corporation: Title Individual Name Address(no PO Box) Expiration First,Middle,Last,Suffix Address,City or Town,State,zip code of Term PRESIDENT MICHAEL J.RODERICK 10 KETTLE DRUM LANE EAST SANDWICH,MA 02537 USA TREASURER THOMAS R:HANSEN 118 RIVER RIDGE RD. MARSTONS MILLS,MA 02648 USA SECRETARY THOMAS R.HANSEN 118 RIVER RIDGE RD. MARSTONS MILLS,MA 02648 USA DIRECTOR THOMAS R.HANSEN 118 RIVER RIDGE RD. MARSTONS MILLS,MA 02648 USA DIRECTOR MICHAEL J.RODERICK 10 KETTLE DRUM LANE http:Hcorp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True&... 7/6/2012 The Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 2 of 2 EAST SANDWICH,MA 02537 USA DIRECTOR FRANK W.RODERICK 39 CROOKED POND RD. HYANNIS,MA 02601 USA DIRECTOR WARREN T.BURRELL 105 SANTUIT POND RD. MASHPEE,MA 02649 USA business entity stock is publicly traded: _ The total number of shares and par value,if any,of each class of stock which the business entity is authorized to issue: Par Value Per Share Total Authorized by Articles Total Issued Class of Stock Enter 0 if no Par of Organization or Amendments and Outstanding Num of Shares Total Par Value Num of Shares CNP $0.00000 100 $0.00 100 Consent _ Manufacturer _ Confidential Data _ Does Not Require Annual Report Partnership _ Resident Agent X For Profit _ Merger Allowed Note:There is additional information located in the cardfile that is not available on the system. Select a type of filing from below to view this business entity filings: ALL FILINGS max' Administrative Dissolution Annual Report Application For Revival Articles of AmendmentI Comments ©2001-2012 Commonwealth of Massachusetts All Rights Reserved Help http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True&... 7/6/2012 WEQUAQUET LAKE , —EDGE WATER 12 6/07 ,.SEDGE 0�WETLAND ' �• \ i TOTAL UPLAND \ AREA: 51,127t SF °f to \ c C EL 42.Ifi N. 12.00 EXIST. 1 BARN , io � o L = 59.51' EXIST. COTTAGE I S� a. POINT OF PINES AVE. REFERENCE PUN BOOK 526 PAGE 4 PLAN BOOK 84 PAGE 119 PLAN BOOK 294 PAGE 7 DCE #07-306 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING•PERMIT, NOT-FOR ANY OTHER USE LOCATION : 164 POINT OF PINES, CENTERVILLE, MA SCALE : 1" = 50' DATE : DEC. 13, 201 f. PREPARED FOR: REFERENCE ASSESSOR'S MAP 230 PARCEL 69 ROGER BE REGISTRY REF: DB 22591 PG 45 HEREBY CERTIFY THAT THE STRUCTURE r SHOWN ON THIS PLAN IS LOCATED ON THE , ��ZH of M,yssq GROUND AS SHOWN HEREON. . OANIEL cyG� o A. +ax 55W W2--M0 OJALA u No.40980 down cape engineering, Inc. °F o CIVIL ENGINEERS LAND SURVEYORS sue, 939 Main Street — YARMOUTHPORT, MASS. DATE REG. L�(ND' SURV OR TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION � .. Map oZJ® Parcel 6 q Ap i do ® I I N Health Division � a-®1 l 04 ate sad kb Conservation Division Application F - Cat Fee l 6 Planning Dept. - Permit Fee � Date Definitive Plan Approved by Planning Board _ o� `� l�4tt_,�_ 4` Historic - OKH _ Preservation /Hyannis / Project Street Address POINT UT, ElNtS' Village "T lig U ILL9v Owner M62- 6-0/u& &ZA" Address 16q RIM%0-91AA5 Telephone p A n Permit Request 9QUIL t) N�_W W'At,.10 ( SquaEkfeete,5 st floor: existing proposed 9US1 2nd floor: existing proposed `3 7 Total new t Zoning Distr"ict (kp Flood Plain Groundwater Overlay ProjecI lu�ti.on bo 4 Construction Type WOO 1) h- o Lot Side a7 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelli Type: Single Family Cd' Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout WrOther �--UhL , S6iJOTOQ," , CAUL Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) ["a Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing .new Total Room Count (not including baths): existing new First Floor Room Count Heat Type andFuel: wrtas ❑ Oil ❑ Electric ❑ Other Central Air: U/Yes ❑ No Fireplaces: Existing New _ Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing- ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use OW/M OCCU PI Es) Proposed Use NW,yu_ occU91�1D APPLICANT INFORMATION ' (BUILDER OR HOMEOWNER) Name Telephone Numbers Address IAAW ST- 3w-rt IS' License# AL QYA Home Improvement Contractor# Aq Worker's Compensation # Vvcv q 9,9,rx_ . ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Goo q_/V !& SIGNATURE sut4,v"- �C,` DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS - VILLAGE OWNER DATE OF INSPECTION: .FOUNDATION 8fbD 1211ZJII U46�►a l 1(� 1 FRAME V/1211 INSULATION IOJL FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL - FINAL BUILDING 'T1:��I L 7 111t r DATE CLOSED OUT ASSOCIATION PLAN NO: Town of Barnstable Building Department - 200 Main Street - BARNSTABLE, .* Hyannis, MA 02601 ME MAS& (508 1639- ) 862-4038 ArFO MAC s Certificate .of Occupancy Application Number: 201104779 CO Number: 20120105 Parcel ID: 230069 CO Issue Date: 08102/12 Location: 164 POINT OF PINES AVENUE Zoning Classification: RESIDENCE D-1 DISTRICT Proposed Use: MULTIPLE HOUSES ONE PARCEL Village: CENTERVILLE Gen Contractor: STEVEN J. BISHOPRIC INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: rl Z �"lZ1j z Building Department Signature Date Signed TOWN OF BARNSTABLE �� -..-.. i tNEt� B uil d n � P �. 20,1104779g PermitBARNSTABLE, * Issue Date: 11/14/11 9 MASS. 163 Applicant: Permit Number: B 20112476 Proposed Use: MULTIPLE HOUSES ONE PARCEL Expiration Date: 05/13/12 Location 164 POINT OF PINES AVENUE Zoning District RD-1 Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 230069 Permit Fee.$ 3,253.80 Contractor, STEVEN J.BISHOPRIC-INC Village CENTERVILLE App Fee$ .100.00 License Num 106141 Est Construction Cost$ 638,000 Remarks Y-t` APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD 3 BEDROOM HOME AFTER TEARDOWN' THIS CARD MUST BE KEPT POSTED UNTIL FINAL I" INSPECTION HAS BEEN MADE. WHERE A a CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: BERMAN,ROGER L&ANNE BAILEY,TRS BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL F Address:.- t 102 POND STREET INSPECTION HAS BEEN MADE. WINCHESTER,MA 01890 Application Entered by,JL Building Permit Issued By: THIS PER 11T CUNV:EYS`NG RIGHT TO GCCUPY ANY STREET;ALLEY-OR SIDEWALK OR ANY PART THEREOF,EITHER T ORARILY E N ...ENCROACHMENTS ON PUBLIC PRDPERT1Y NO y .. SPECIFICALLY PERMITTED IUNDER�THE BUILDING CODE,MUST BE APPROVED`BY THE,JURISDICTION. STREET OR-1 GRADES;AS WELL AS DEPTH AND"LOCATION OF PUBLIC SEWERS:MAY BE r OBTAINED FROM THE:DEPARTMENT.ORPUBLIC WORKS;THE ISSUANCE OF THISTERMIT.DOES NOTAFLEASE THEAPPOCANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS' r MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. R 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c 142A) m'NwEw BUILDING INSPECTION,APPROVALS PLUMBING`INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 S d 0 �Z.1 14h /� 66: ` Gr '7''l N�o LEA Fro^1 � - l� ,Z ` z 2 2 1 (M AI 2 Va _ D�� J 3 Q F;:�j 17� 31 12i.. 1 Heating Inspectron Approvals Engineering Dept Fir Dept 2 p S;' ,�2 p �2 oard ealt `oF.HE.o,�ti Town of Barnstable 6ARNSTABLE. ` Regulatory Services MASS. 039• ��� ' Building Division prFD MPS a 200 Main Street,Hyannis,MA 02601 - i Office: 508-862-4038 Fax: 508-790-6230 r i Inspection Correction Notice Type of Inspection -�-S u LA,i 10 0 Location A Y P 6 T 0 � t��J�;:5 Air Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 0 0 PG AV C-EL-L T VS k LA—i 7 o h/ fEQu.� I/A Pb P. Wyk �/03fJ Please call: 508-862-40f384or re-inspection. Inspected by UVA all 1 v Date ti i pp`�ptHE Tp�;� Town of Barnstable BARNSTABLE. ` Regulatory Services MASS. iOTE15y N., Building Division 200 Main Street, Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection L i3 A L Location Ad PoS-N T- 6 r f:T-,O+5 AVC Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: oT tJA-,- C(Z PZ flC-S i T% Pal STr--1 F-A�T NF.F-0 LA 0, 1 Please call: ��508-862-403-8 for re-inspection. Inspected by ,1IL r Date -7 I L L 3 J-?' O M=ENGMEERING 20 Winthrop Street Winchester,MA 01890 Phone:781-756-0300 Cell:617-633-4401 Fax:781-756-0301 Final Structural Affidavit April 30, 2012 Building Commissioner Town of Centerville, MA Gentlemen: I hereby certify to the best of my knowledge, information, and belief,that the Structural work done on the building located at 164 Point of Pines Avenue, Town of Centerville, MA, as shown on the structural plans certified by John M. Looney, Reg. Prof. Eng. No. 24067, was constructed inconformity with the above-mentioned plans and will safely support the live, dead, wind and earthquake loads in accordance with the Massachusetts State Building Code and amendments thereto. This certification is based on regular observations made at the site while the Structural phase of the work was in progress. Sin- el HIN CAR( RUCTU Ott W.24C t k ohn M. Looney,P.E. President " W �I f 04/27/2012 14:16 5087785731 CAPE COD INSULATION PAGE 01 Cape Cod _Insulation Inc, . . , Date 455 Yarm ou,th Road Hyannis, Ma.' 02601 Ph. 1-800-696-66 I. l Fax, 1-508-778-5735 .Co�r � :z BLhildin g Department, �n Tease accept this spry foam. statement. .fob Location: B.uil der Keith Presswvood vice 'resident of Sales l eithpresswood a�verizon..net IQ Agri baldnce� Spray Foam Insulation Installed insulation Statement Location of Insulation Thick 7 Total R-value Approximate Sq.Ft Walls x 4.45 Attic Floor or Roof DeCk (draie ones x- 4.49 = p Cathedral Ceiling ! 11x. 4.45 =:. a x 4.45 = x 4.45= R-value=4.45 per inch Tensile Strength=3.87 psi ' Density=0,6- 0.8 Ib/fe Compressive Strength=1,86 psi DEWLEC Batch# 20t20/Yf Andek Batch# 10 (ir 9PPlimDla) . l~80o-77S �-/ I� A l wn('an me Gnm aumDor oop App icalor NUlnb MWlceia Sipnemra Dale PROJEC7]_p NAME: Q J l �� ADDRESS: I oLt PERMIT# ad l l 6 PERMIT DATE: M/P: 'j �� l LARGE ROLLED PLANS ARE BOA 96 SLOT Data entered in MAPS program on:' V-41 j B Y: �Au? 31�.V120111.114�PM1-508-4283-4B41 STEVEN T. BISHOPRICN�, 2)3`� P, �2 02/02 �e`1 ► � Town of Baxustable � 4 ° Regulatory Services Thomas F, Geiler,Director MAAA Building Diwion Tom Perry, Building CaRunissiover 200 Main Sheet, ffyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder � n AAME 8 �'l f� � as Ow'uer of the sub`ecx ro eI, ii � ) property rtY hereby authorlm 60k�4 v e„� SLAG na. C' to act on mybe4-,df, ui all matters relative to work author=d bytbis b 4 ding permit application for(address of --- 1a6) —,—� --- — /� 7' �i �f /.c1�� P � ram.. Signature of Owner ate Print NTame - tr 3: i r: REScheck Software�Version 4.4.2 ti Compliance Certificate , Project Title: New Custom Home Energy Code: 2009 IECC Location: Centerville(Barnstable),Massachusetts Construction Type: Single Family Glazing Area Percentage: 36% Heating Degree Days: 6137 � Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 163 Point of Pines _ Roger&Anne Berman Steven J.Bishopric Centerville,MA 02632 186 Realty Trust Steven J.Bishopric,Inc. 179 South Street 1112 Main Street Boston,MA 02111 Suite 18 Osterville,MA 02655 508-420-3165 HE • • .e. Compliance:6.6%Better Than Code Maximum UA:633 Your UA:591 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules.- it DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. o Ceiling 1:Flat Ceiling or Scissor Truss .2437 38.0 0.0 73 Skylight 1:Vinyl Frame:Double Pane with Low-E 13 0.460 6 Ceiling 2:Cathedral Ceiling 199 30.0 0.0 7 Floor 1:All-Wood JoistlTruss:Over Unconditioned Space 2120- 30.0 '0.0 70 Wall 1:Wood Frame, 16"o.c. 2898 21.0 0.0 105 Window 1:Wood Frame:Double Pane with Low-E 929 0.320 297 Door 1:Solid 23 0.180 4 Door 2:Glass `_ 38 0.280 11 Door 3:Glass ` 26 "' 0.240 6 Door 4:Glass 20 0.240 5 Door 5:Glass 25 0.290 7 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 2009 IECC requirements,in REScheck Version 4.4.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes.- REScheck by Cape Cod Insulation,Inc. - 455 Yarmouth Road Hyannis,Ma. 02601 1-800-696-6611 #9405 ti Project Title: New Custom Home ' Report date: 10/25/11 Data filename:C:\Documents and Settings\Keith\My Documents\REScheck\#9405.rck Page 1 of 4 REScheck Software Version 4A2 Inspection Checklist Ceilings: , ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Windows: - ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.320 ` For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ' Skylights: ❑ Skylight 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.460- - For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.180 Comments: ❑ Door 2:Glass,U-factor:0.280 Comments: ❑ Door 3:Glass,U-factor:0.240 Comments: ❑ Door 4:Glass,U-factor:0.240 Comments: ❑ Door 5:Glass,U-factor:0.290 ` Comments: Floors: P ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation 'R Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: , ❑ Joints(including rim joist junctions),attic access openings;penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. Lj Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. , Project Title: New Custom Home Report date:'10/25/11 Data filename:C:\Documents and Settings\Keith\My Documents\REScheck\#9405.rck Page 2 of 4 ' ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Wood-burning fireplaces have gasketed doors and outdoor combustion air.- Automatic or gravity dampers are installed on all outdoor air intakes and exhausts: Air Sealing and Insulation: Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. y (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined: Manufacturer manuals for all installed heating and,cooling equipment and service water,heating equipment have been provided. . Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: 0 Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: - Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181 A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa).' Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 210.4 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 315.6 cfm(12 cfm per 100 ft2 of conditioned floor area). t , (3)Rough-in total leakage test with air handler installed:Less than or equal to 157.8 cfm(6 cfm per 100 f:2 of conditioned floor area). (4)Rough-in total leakage test without air handler installed:Less than or equal to 105.2 cfm(4 cfrn per 100 ft2 of conditioned floor area). Temperature Controls: Y 0 Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary _ heating system and has set-points initialized at 70 degree F for the heating cycle and 78'degree F for the cooling cycle. - 0 Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Project Title: New Custom Home Report date: 10/25/11 Data filename:C:\Documents and Settings\Keith\My Documents\REScheck\#9405.rck Page 3 of 4 Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503.and 504). . Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or,accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. ' Timer switches on pool heaters and pumps are present. ` Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements:,* A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following:. • r (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent R ' i ' (c)40 lumens per watt for lamp wattage< 15 (d)50 lumens per watt for lamp wattage>15 and<=40 x (e)60 lumens per watt for lamp wattage>40 - Other Requirements: ❑ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F;b)no precipitation is falling,and c)the outdoor.temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: New Custom Home Report date: 10/25/11 Data filename:C:\Documents and Settings\Keith\My Documents\RESche6k\#9405.rck Page 4 of 4 i 20091ECC Energy Efficiency Certificate Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): a Window 0.32 0.30 Skylight 0.46 0.50 Door 0.28 0.30 Heating System: Cooling System: Water Heater: Name: Date: Comments: Amdeirapn �f Insulation Incorporated r 7o6 Brockton Ave • P.O. Box 2003 •Abington MA 02351 7/9/10 Re: 164 Point of Pines Rd-Centerville Dear Centerville Department: , Anderson Insulation installed the following work areas at the corresponding R-Values with CertainTeed's Closed Cell Sprayed in Place Foam. Work Areas / R-Values Exterior Walls 12.8 V 16.0 22.4 25.6 . 32.0 _ Rim Joists 12.8 19.2 22.4 25.6 32.0 Underside of Roof 19.2 25.6 32.0 38.4 44.1 Slopes . 19.2 25.6 32.0` . 38.4 44.1 Flat Roof Decks 19.2 25.6 32.0 38.4 44.1 Floors 19.2 25.6 32.0 38.4 44.1 Overhangs 19.2 25.6 32.0 38.4 44.1 • CertaSpray's R-Value is formulated by multiplying the R-Value per inch, which is 6.3,by the number of inches applied. CertaSpray9s R-Value= 6.4 x Inches Applied The fiberglass that was installed has the necessary R-Values printed right onto the Face of them Board Foam was installed,which has an R-Value of 6.5 per inch. An anti-ignition barrier was installed over the areas of the foam that were to be left exposed. 1f there are any questions or concerns please do not hesitate to call 781-857-1000. Sincerely Scott Williamson M argreaves Operations Manager Installer CarRe'un7sed Ell , ., Specification Sheet CertaSpray- Closed Cell Foam For Use in the BIBS-HP System 1. PRODUCT NAME Composition and Materials:' Physical and Mechanical Properties* CertainTeed CertaSprayTm Closed CertaSpray Closed Cell Foam is a gSTM . Cell Foam. medium-density, MDI-based PROPERTY;. METHOD :r VALUE` polyurethane thermoset rigid 2. MANUFACTURER foam. Core Density,pcf D7622 1.9-2.4 CertainTeed Corporation Limitations.Foam Plastic Insulation: Thermal Resistance P.O. Box 860 CertaSpray Closed Cell Foam is (aged)at 75°F, C518 6.4>2" Valley Forge, PA 19482-0105 defined by the building codes as.a (h-W-1n/Btu Phone: (610)341-7000 foam plastic insulation. Thermal Resistance (800)233-8990 Thermal Barrier. Many building (initial) h ft2ap)Bn�°F cs18 6.7 Fax: (610)341-7571 codes require that foam plastic Closed Cell Content D2842 88-95 Fax-On-Demand: (800) 947-0057 insulation be covered with an % Website:www.certainteed.com approved 15-minute thermal barrier. Consult local building code officials Compressive Strength, D1621 >25 3. PRODUCT DESCRIPTION ps to ensure the application.meets local Tensile Strength,psi D1623 23 Basic Use: CertaSpray Closed building codes and regulations. Water Cell Foam is a two-component Vapor Retarder: CertaSpray Closed %byvolume ion, D2842 <2% closed cell spray foam with a zero- Cell Foam must be installed at a Dim volume" ozone-depleting HFC blowing thickness of at least 1.75" to be Stbiiay 75IF/95% D2126 <9% ' agent. When CertaSpray A-side considered as a vapor retarder.Check RH,28 Days,vol% closed cell is mixed with CertaSpray local building code for climate- Water Vapor B-side closed cell under pressure specific vapor retarder requirements. Transmission E96 1.51 in a 1:1 volumetric ratio,they react Lighting Fixtures: The National (Permeability)„ and expand into a medium-density Electrical Code prohibits installation perm-inch closed cell foam with an in-place of any insulation over or within 3" Permeance(perms) E96 31.5 @1 core density of 1.9-2.4 pcf. (76 mm) of recessed light fixtures, ll pp unless approved insulated ceiling ttVthickness,permeability, Benefits: CertaSpray Closed Ce E283 0.013 Foam provides thermal insulation (IC) lighting fixtures are used. us/m, for the interior of the home and Maximum Use Temperature: Pass, reduces air infiltration through the CertaSpray foam should not be in Fungi Resistance C1338 with no buildin envelope. contactwith equipmentor materials growth g enve p that have operating temperatures *The typical properties were obtained on samples produced with a p g p Gusma/Graco H25 spray machine using an air-pwgod Fusion spray Applications: The closed cell greater than 180' F. gun.The foam was sprayed ata thickness of roximately4",intwo 2-pcf foam can be spray-applied g passes ofz"each.Pleaseseeae`o mended gCo dwnsfor add t onal information. into open wall cavities, perimeter 4.TECHNICAL DATA joists, cathedral ceilings, garage Chemical Properties Fire Performance** ceilings, attics, and crawlspaces TEST, ; Product can be installed up to 12" y. CertaSpray CertaSpray METHODS; ,RESULT thick in ceilings and 8" thick in A B walls when covered with a code Viscosity at Flame Spread approved 15-minute thermal 251C,cps 150-250 ,1400 Index, Ind ASTM E84 < 5 barrier. Product is meant for interior rat pecific Gravity 1.23 1.14 Smoke Index,6"*= ASTM E84 <450 >_12"in ceilings NFPA 286 coverW applications. Product must be 2s°c,g�ml � g dwith a 15+ninute finished according to local code, >_8"in walls NFPA 286 hernial barrier and must be applied by a qualified .**The results of the test me"may not be indicative of reawfe fire applicator. - - pedurmance.All pla5tic insulation must be separated from the interior . 1 building by an approved thermal barrier of 12"gypsum wallboard or equivalent durnal barrier material as required by the building code Recommended Processing Conditions 6. HANDLING D STORAGE 8.AVAILABILITY AND COST Storage: It is,ecommended that Distributed and sold throughout the vauuE the CerttaSpray-B g and CertaSpray-A United States: For availability and Preheater drums should be stored between cost contact your local Territory Temperature,IF 120-135 55-80°F. Keep containers tightly Manager, contractor or distributor, Hose Temperature,IF s 135 closed and store in a dry, well- or call CertainTeed Sales Support Pressure,psi 1100-1500 ventilated area protected from Group in Valley Forge, PA at (800) A/B Volumetric Ratio 1/1 freezing, rain, direct sunlight and 233-8990. Cream Time*,Sec 1-2 excess heat. The storage life of chemicals is up to 6 months when 9•WARRANTY TackreeTime sec as stored according to the recommended This product is covered by a limited Maximum thickness ness 2 conditions. one-year warranty against per pass,inches manufacturer's, defects. Maximum installed See Applicant Handling: When opening the manu thickness,inches I Section drums, loosen the cap slowly to 10. MAINTENANCE 5. INSTALLATION release pressure in the drum. Do not No maintenance required. All application surfaces must be free ingest. Avoid contact with eyes, skin and clothing- Avoid breathing 11.TECHNICAL SERVICES of oil,grease,dust and debris.Surface aerosols, vapor or mist. Wash skin must be dried prior to application of Technical assistance can be spray foam. Excess humidity may thoroughly after handling. obtained either from the local cause poor adhesion, and result in The MSDS for CertaSpray-A and CertainTeed sales representative, or product failure. To avoid overspray, CertaSpray-B closed cell must be by calling CertainTeed Sales Support product should not be applied when read before using this product. Group in Valley Forge, PA at (800) conditions are windy. 233-8990. Substrate temperature must reach �• HEALTH AND SAFETY 40°F prior to application. The health and safety information in 12. FILING SYSTEMS The final product yield is this data sheet does not contain CertainTeed Pub. No. 30-50-011. dependent on spray conditions and sufficient detail for safe handling in Additional product information is spray techniques. all cases. For detailed safety and available upon request. health information refer to the Typical End Use Properties: The Material Safety Data Sheet for this thermal performance values depicted product. in the chart below are achieved at the thickness specified when installed as recommended. i i 2x4 Wood-Stud Wall" Insulation Layer Thickness " Insulation"LayerThickness Hy nd i Hybnd Vapor CertaSpray = CertaSpray Retarder Climate CertaSpray OPTIMA OPTIMA Insul tiorr CertaSpray OPTIMA OPTIMA Insulation Zore CC SPF R-Valve" (inch) R,Value** avi CC SPF1. R=Value*' (mch):`:- R=Value** Caul Requirement (inch) Cr (inch) R-value, R-value" 1a 1 5.8 21/2 10.5 16 1/2 2.9 3 12.6 15.5 Unfaced 2a 1 5.8 21/2 10.5 16 1/2 1 2.9 3 12.6 15.5 Unfaced 2b 1 5.8 21/2 10.5 16 1/2 2.9 3 12.6 15.5 Unfaced 3a 1 5.8 21/2 10.5 16 1/2 2.9 3 12.6 15.5 Unfaced 3b 1 5.8 21/2 10.5 16 1/2 2.9 3 12.6 15.5 Unfaced 3c 1 5.8 21/2 10.5 16 1/2 2.9 3 12.6 1 15.5 Unfaced 4a 1 5.8 21/2 1 10.5 16 1/2 1 2.9 3 12.6 15.5 MemBrain 4b 1 5.8 21/2 10.5 16 1/2 2.9 3 12.6 15.5 MemBrain 4c 1 5.8 21/2 10.5 16 1/2 2.9 3 12.6 15.5 MemBrain 5a 1 5.8 21/2 10.5 16 1/2 2.9 3 12.6 15.5 MemBrain 5b 1 5.8 21/2 10.5 16 1/2 2.9 3 12.6 15.5 MemBrain 6a 1 5.8 2112 1 10.5 16 1/2 2.9 3 12.6 15.5 MemBrain 6b 1 5.8 21/2 10.5 16 1/2 2.9 3 12.6 15.5 MemBrain 7a 1 1 5.8 21/2 10.5 1 16 1/2 2.9 1 3 12.6 15.5 MemBrain 7b 1 5.8 21/2 10.5 1 16 1/2 2.9 3 12.6 15.5 MemBrain 8 Requires custom hygrothermal analysis. NA 2x6'1Nood;Stud Wall! Insulation Layer Thickness :;Insulation Lay-rThicknes5 High High H bnd Vapor Hybnd Y... CertaSpray Density CertaSpray Density:; Retarder Climate CertaSpray OPTIMA Insulation' CertaSpray OPTIMA Insulation CC SPF * Fiber ** CC SPF * Fiber ,* Re uirement. Zone R-Value.; R-Value Cavity R-Value R Value "Cavity q (inch) Glass (inch) Glass.,, R value R-value (inch) (inch) is 1 5.8 41/2 19 25 1/2 2.9 5 21.0 23.9 Unfaced 2a 1 5.8 41/2 19 25 1/2 2.9 5 21.0 23.9 Unfaced 2b 1 5.8 41/2 19 25 1/2 2.9 5 21.0 23.9 Unfaced 3a 1 5.8 41/2 19 25 1/2 2.9 5 21.0 23.9 Unfaced 3b 1 5.8 41/2 19 25 112 2.9 5 21.0 23.9 Unfaced 3c 1 5.8 41/2 19 25 1/2 2.9 5 1 21.0 23.9 Unfaced 4a 1 5.8 41/2 19 .25 1/2 2.9 5 21.0 23.9 MemBrain 4b 1 5.8 41/2 19 25 1/2 2.9 5 21.0 23.9 MemBrain 4c 1 5.8 41/2 19 25 1/2 2.9 5 21.0 23.9 MemBrain 5a 1 5.8 41/2 1 19 25 1/2 2.9 5 21.0 23.9 MemBrain 5b 1 5.8 41/2 19 25 1/2 2.9 5 1 21.0 23.9 MemBrain 6a 1 5.8 41/2 19 25 1/2 2.9 5 21.0 23.9 MemBrain 6b 1 5.8 41/2 19 25 V2 2.9 5 21.0 23.9 MemBrain 7a 1 5.8 41/2 19 25 1/2 1 2.9 5 21.0 23.9 MemBrain 7b 1 5.8 41/2 19 1 25 1/2 2.9 5 21.0 23.9 MemBrain 8 Requires custom hygrothermal analysis. N/A *Tested in accordance with ASTM C518 and/or C177 at 75F(24C)mean Temperature *Aged 90 days at 140F **R-values are determined in accordance with ASTM C 687.Complies with ASTM C 764 as Type 1 insulation. "R"means resistance to heat flow.The higher the R-value,the greater the insulating power.To get the marked R-value,it is essential that the insulation is installed properly following the recommendations of CertainTeed Corporation. r EMERGENCY CALLS: CertainTeed Emergency Response Seal and .�' '�. Center-800-424-9300 Insulate ® Childm B SchooP = CHEMTREC—Spills, Leak, Fire with g�'YDro 800-424-9300 .. l. . IREENGUARV ENERGY STAR F/STEP E Indoor Air Quality Certified (in USA and Canada) B C P ASK ABOUT OUR OTHER CERTAINTEED PRODUCTS AND SYSTEMS: EXTERIOR: ROOFING SIDING, WINDOWS FENCE • RAILING TRIM DECKING FOUNDATIONS • PIPE INTERIOR:INSULATION • GYPSUM • CEILINGS CertainTeed Corporation Professional: 800-233-8990 P.O. Box 860 Consumer: 800-782-8777 Valley Forge, PA 19482 www.certainteed.com M09 CertainTeed Corporation,Printed In U.S.A. Code:XX-XX-XXX Oct, 24. 2011 11 : 32AM No 2849 P. 1/7 �L6 Bk 22591 Po45 QUITCLA](M DEED ALISON WALD AYn DAVID F+.GROSSMAN,as Co-Trustees of the point of pines Nominee Trust, under Declaration of Trust dated September 14, 1998 and recorded with the Barnstable County Registry of Deeds(the"Registry")at Boob 11808,Page 183, as amended by that certain Amended and Res tared Declaration of Trust dated May 17,2001 and recorded with said Registry at Book 13862,Page 265, for consideration paid and in full consideration of One Million Six 2 Hundred Twenty Thousand and 00/100 Dollars ($1,620,000.00)hereby grant to Roger L. Z' BERMAN AND A KE BAILEY BERMAN,Trustees of POP Nominee Trust pursuant to Trustee ro Certificate dated January 8,2008 and recorded herewith, WITH Q UITCLAIM COVENAWS,the land in Barnstable(Centerville),Barnstable County,Massachusetts,together with all buildings m thereon,bounded and described as follows. w (1) That certain parcel of land,situated in that part of the Town and County of Barnstable, Massachusetts,known as Centerville, and in that part thereof known as Wequaquet Lake, and v being more particularly shown and delineated on a plan entitled,"Plan of Land in Centerville, Mass.,Owned by Edmund S.Boucher,Nov. 2, 1949,1:3earse&Kellogg,Civil Engineers,"which said plan is filed in the Registry iuPlau)Book 84,page 119, and said land is more particularly a bounded and described,according to said plan, as follows- v Beginning at the Southwesterly corner of the granted premises,said point being the o Southeasterly comer of land formerly of Abigail H_Backus,and now of one Hendrickson, said point being located on the Northerly side line of a way shown on said plan,formerly A a known and referred to as Point of Pines Avenue; thence the line tuns North 19'38' 00"East in the line of land farm.erly of said Backus . and now of said Hendrickson, one hundred two and 03/100 (102,03)feet to a 4 x 4 post and thence continuing in same course for a distance of forty-five(45)feet,more or less, to the waters of Wequaquet Lake; o thence turning and running in a general Easterly, Southeasterly,Southerly and `a Southwesterly direction by the waters of said Wequaquet Lake for a total distance of five hundred(500) feet,more or less,to a point adjoining land now or formerly of Melanq C. White;. . Oct. 24. 2011 11 : 33AM No. 2849 P. 2/7 thence turning and running North 50" 53' 30"West,by land of said White,twenty-three (23)feet., more or less, to a concrete bound and thence continuing in same course,still by land of said White,one hundred eleven and 63/100(111.63)feet to a point for a corner in said right of way; thence turning and running North 39'06' 30"East by the Southwesterly line of said way fifty-five(55)feet to another concrete'bound; thence turning and running North 50'53' 30"West,still by said way,fifty(50)feet to another concrete bound; and thence turning and running South 89"06' 30"West, still by said way,orae hundred(100) feet to the first mentioned bound and the point of beginning; said parcel containing a total area of one and 25/100(1.25)acres,be the same more or less. Together with an easement of way,in common with others now or hereafter,entitled to use the same,in, over and upon the right of way shown on said plan, sometimes known as Point of Pines Avenue,to and from the above-granted premises and Great Marsh Road, so-called,a public way. (2) That certain parcel of land situated in that part of the Town and County of Barnstable, Massachusetts,k: own as Centerville,and in that part thereof known as Wequaquet Lake,and being more particularly bounded and described as follows: Beginning at the Northwesterly corner of the lot to be conveyed at a cement bound adjoining land of one Hendrickson and being his Southeasterly corner,and adjoining the Northwesterly corner of land now or fonnerly of Harold W.Williams and Winifred S. Williams; thence running North 89'06' 30"East by said other land of Harold W.Williams and WiuMed S.Williams,one hundred(100)feet to a point; thence turning and running South 50'53' 30"'East,still by other land now or formerly of Harold W,Williams and Winifred.S. Williams,fifty(50)feet to a point for a corner; thence turning and running South 39°06' 30"West,still by other land now or formerly of Harold W.Williams and Winifred S. Williams about fifty-five(55)feet to a point for a . Corner; thence turning and running in a straight line by land now or formerly of Melancy C- White to the first-mentioned bound and the point of beginning. Together with an easement of way in, over and upon the right of way known as Point of Pines Avenue for free ingress and egress to and from said conveyed lot and the public highway known as Great Marsh.Road. 2 a Oct, 24. 2011 11 : 33AM No. 2849 P. 3/7 Together with all rights as set forth in an easement to Harold W.Williams and Winifred S. Williams from Melancy C.White dated September 19, 1950,recorded with the Registry in Book 764,Page 78. Excepting and excluding that certain parcel of land situated in that part of the Town and County of Barnstable, Massachusetts,known as Centerville, and in that part thereof known as Wequaquet Lake previously conveyed by deed dated April 1, 1975 from Darold Wald and Ellen 0, Wald to Ira L. Berman and Gabrielle K. Berman recorded with the Registry in Book 2181,Page 204, and being shown as"Parcel A"containing"550 S.l .�"on a plan of land entitled "Plan of Land in Barnstable,Massachusetts for Ira L. Berman," Scale 1"=40',dated July, 1974, prepared by Cape Cod Survey Consultants a Division of Boston Survey Consultants,Inc,which plan is recorded with the Registry in Plan Book 294,Page 007(the 111974 Plan l).. Said excepted and excluded parcel being bounded and described as follows: NORTHERLY: by other land now or formerly of Harold Wald and Ellen G. Wald, as shown on the,1974 Platt,eleven and 02/100(11.02)feet; EASTERLY. again by other land now or formerly of Harold Wald and Ellen G_Wald,as shown on the 1974 Plan,forty-seven and 80/100(47.80)feet)- SOUTHERLY: again by other land now''or formerly of Harold Wald and Ellen G.Wald,as shown on the 1974 Plan,twelve and 00/100(12,00)feet;and WESTERLY: by land now or formerly of Ira L. Berman and Gabrielle K.Berman,as shown on the 1974 Plan,forty-seven aad 81/100(47.81)feet. Together with and subject to and with the benefit of that certain Dock License issued by the Massachusetts Department of Environmental Protection as recited in instrument dated June 3, 1996 recorded with Barnstable County Registry of Deeds in Book 10282,Page 064. For grantors' title,see deed dated September 26, 1988 from Stephen L. Wald and David E. Grossman, as co-trustees of the Ellen G.Wald 1987 Revocable Trust,recorded with the Registry in.Book 11808,Page 188. [SIGNATURES APPEAR ON FOLLOWING PAGE] -3 Al Oct. 24. 2011 11 :33AM No. 2849 P. 4/7 Executed under seal as of the day of January,2008. Alison Wald,Trustee as aforesaid and not individually David E. Grossman,Trustee as aforesaid and CANAOA } not individually P6i0! l4ct CYF ) BRIYI�H CC�lliviEl.A CIT'f OFVANCOUVER )gS: COttSU,, TM GaNE A> ) OF-rH8 UNITCO STATES) ACKNU VVI�EDGEN�ENT of A,!+4ROCA ) On this f day of as 2008,before me,the undersigned, personally appeared ALISON WALD, ved to me through satisfactory evidence of identification,which was 'r4`'r�e Z%.•;/r�,w et�r�f�L I+7h4-,- (type of identification),to be the person whose name is si don the preceding or attached document, and acknowledged to me that she signed it vol �y far its staleji purpose, as Trustee as aforesaid. STUART R.WILSON By: onsu o1115 .. united WzgS of pattetaca�� Title: My commission does/ oes not pire ` Date of Expiration: COMMONWEALTH Of MASSACHUSETTS Suffolk County On this - ' day of - ti �EG 2008,before me,the undersigned notary public,personally appeared DAVID proved to me through satisfactory evidence of identification,which was . �l i� �� _to be the person whose name is signed on the preceding or attached document, acisRowledged to me that he signed it voluntarily for its stated purpose, as Trustee a esaid. : Notary Public//��! Prnit Notary name SEAL My commission expires: _ nISTOPHEF M.AOOESA Notary Public j -Gammo�wea�yo",�3��achusett5 ��ty CoMrnission�xplres ' pav9la�df����1 Oct, 24, 2011 11 :33AM No. 2849 P. 5/7 Bk 22591 P 9 49 11 =08CE POINT OF PINES NOMINEE TRtTST CER,I YFICATF.OF TRUSTEE We,AusON B.WALD Arm DAVID B. GRossm.AN, CO-TkUSTf;ES OF T14E POINT OF PINES NONIINEE TRUST, under Declaration of Trust dated September 14, 1998 and recorded with the Barnstable County Registry of Deeds(the"Registry") at Book 11908, Page 183,as amended by that certain Amended and Restated Declaration of Trust dated May 17,2001 and recorded with said Registry at Book 13862,Page 265(the"Trust),do hereby certify, as of this date,that: 1. We are the current Co-Trustees of the Trust; 2" The Trust is in full force and effect and has not been otherwise altered, modified, amended,revoked or terminated; 3. All the beneficiaries of said Trust are 1$years of age or older,are not a corporation selling all or substantially all of its assets in Massachusetts,are not personal representative(s)of an estate subject to estate tax liens, and are otherwise legally competent; 4_ The Trustees have full power and authority pursuant to the Trust and have been directed and authorized by the all the beneficiaries of the Trust,to transfer and convey trust assets consisting of the premises known as 164 and 170 Point of Pines Road,Centerville,Barnstable County, Massachusetts(the "Premises),and to execute and deliver a Quitclaim Deed to RooER L. $ER.MAN AND ANgp-BAILEY 13ERMAN in order to effectuate such transfer and conveyance,;and 5. The Trustees have full power and authority pursuant to the Trust and have been directed and authorized by all the beneficiaries of the Trust,to such further execute and deliver any and all other documents necessary to effect suc transfer and conveyance of the Premises as the Trustees may,in their sole discretion, deem advisable, necessary and appropriate therefore,their execution thereof being conclusive evidence of such determination. Oct. 24. 2011 11 : 33AM No, 2849 P. 6/7 Executed under seal as of the ? _day of 7anuary,2008. G ALISON B.WALD,Trustee of point of pines Nominee Trust cANAOA DAVID ,GROSSMAN,Trustee P OF'l110A of Point of fines Nominee Trust BRAIN CCYL 5t CI-"Y OF VANCON VET rolEsuLA,E G�N.-RAL ACKNOWLEDGEMENT i)F TM I;NITED STAMESj �r • On this day ofLJ 2008,before Die,the undersigned, personally appeared ALISON WALD,pro/ed io me through satisfactory evidence•of identification,which was .r - (type of identification),to be the person whose name is'signed on the preceding or attached document, and acknowledged to me that she ' ed it voluntarily for its stated purpose, as Trustee as aforesaid. By. �STUART �t United States of America Title: My commission does/d s of opire Date of Expiration: COMMONWEALTH of MASSACHUSETTS Suffolk County On this �� day of December, 2008,before me, the undersigned notary public, personally appeared DA.VID E. GROSSMAN, proved to me .trough satisfactory evidence of idetikifieatio14 �vhich vsras �✓sY al l =Y—' lj c, to tie the person whose name is signed an the preceding or attached document,�and acknovcrledged to Inc that he signed it voluntarily for its stated puirpose,A Trustee as aforesaid. . s Notary public I - /� � CHAR i O�';tErs r�,.aliiiE�C � . Notaty Public Print Notary name: I I�Cotnrton;r52tt`;et ftifaSs�Chu�efks ', , my Commission Fxplres ' SFAL r1c rama5s 2, poi z My commission expires: r M. N. 2011 11 : 33AM — No. 2849 P. 7/7 AFFIDAVIT OF OCCUPANCY 964-710 Point of Pines Road Centerville,MA 02632 • [Property Adtlrcee] - . Before me,the undersigned authority duly authorized to take acknowledgments and administer oaths personally appeared Roger L.Berman,Anne Bailey Berman ("Affianta")who.upon being duly swom,depose and say as follows: 1. Affiants hereby eortify that,upon taking title to the real property described above,their occupancy status will be ar.follows: ❑Primary Residence:Occupied by owner as his/her principal residence and entitled to receive,kinder Massachusetts law,14amealead Exemptions fof taxes and/or creditor exemptions. 0 Secondary Residence: Occupied by owner as second home ('Vacation, etc.)while maintaining principal residence elsewhere. , (NOTE:Please mark this box ifproperty will init]ally be a second hams but you plan to establish it as your primary , residence at a future date(i.e.,retirement)). ❑bwesmicat Property:Not owner occupied.Purchaaed as on investment to be held or rented, 2. Af6ams acknowledge that thin Affidavit of Occupancy is given as a material inducement to cause The Cape Cod Five Cents Savings Bank to make a mortgage loan to APFtants and that any false slatements,misrepresentations or material omissiotls shall constitute a breach of the Afftanr'a obligation to The Cape Cod five Cents Savings Bank and that all the provisions of the mortgage indenture concerning default on the Promissory Note will thereupon be in full force and effect. 3, a AW$funher acknowlcdgr.,that it i$a Federal crime punishable by Fins or gopnsonmcnt,of both,to knowingly make say falae.statements concerning any of the above facts as applicable under like provisions of Title 18,United State&Code, Section 1001,et seq. 4. The agreements and covenants contained herein ahall survive the closing of the mortgage loan transaction. . Ii.ev G /C AMR Roger L.Be an bate Affi6ni Anne Ba ey Berman oak Ahiant Date; AO tail _ Dote ' Date CommonweaYb of Massachaseus ) Loan No.:460477411 • )SS. ' County of Barnstable ) On this 8 th day of, January 2008 —before me,the undersigned norary public,personally appeared Roger L. Berman and Anne Bailey Berman proved to me through satisfactory evidence of identification,which were drivers license to be the persoRij)who signed the preceding or pllached' document in my prwentx,and who swore or�a,f�trrned to me that the contents o d aiment are tturhftil alld actuate it)the best of(his)(her)(their)knowledge an igs.p " /,i -$ '+, Steven ut (Notary Public) my c ss Hex 2 Q�Aa',.t - 0200e HriMd Ftn"01+ cwa—,the +t ,• eraotaooE�� ITEM 10011.0 IDA06)-MAaaACHUEETTa ToO0.,C9re 1-0OOA4aS»5 f Steven J. Pizzuti `= Attorney at Law c 336 South Street Hyannis, Massachusetts Telephone (508) 771-1911 ' Facsimile (508) 790-0072 December 21,2010 Town of Barnstable Building Department 200 Main Street Hyannis, MA 02601 ATTN: Thomas Perry, Building Inspector RE: 164 Point oftPines Avenue,Centerville Dear Tom: I have been asked by the owners of the above-referenced property, Roger and Anne Berman, to respond to your-request for historical data regarding the structures now existing and planned for this address. The property was subdivided-.by plan dated November 2, 1948 for Edmond S. Boucher. The predecessors to our current owners, Harold and Ellen Wald, purchased the property) in 1956 from Mr. Boucher and it remained in the Wald family until Mr. and Mrs. Berman purchased it in 2008. On information and belief, the main structure, being a 1,308 square foot two bedroom residence, was built prior to 1948. The detached garage and carport is believed to have been also in existence in 1948. - At some time after 1948, an apartment was constructed in the garage. In approximately 1957, a three bedroom seasonal-cottage, containing 1,751 square feet, was constructed at the water's edge. In 2010 Mr. and Mrs. Berman installed a Title 5 septic system on the property, replacing tone of the two pre-existing septic systems. Also in 2010, a new garage was constructed in accordance with a building permit in anticipation of the future demolition of the pre- 1948 detached garage and carport, described above. Mr. and'Mrs. Berman will be applying shortly for permits necessary to demolish (a) the pre-1948 garage and carport and its apartment and (b)the two bedroom structure. i3 a I They have already secured an Order of Conditions from the Barnstable Conservation; Commission and plan to have a licensed builder apply for a permit to construct a two- story, three bedroom residence, with a 2.5 baths, measuring approximately 2,900.square feet+/-to replace the two structures, described above. To date, no demolition of any structures on the property,has occurred,and the necessary applications for permits have not as yet been submitted. At this time,there a four structures existing onAhis property. Once the two structures that; are proposed for demolition have been removed and are replaced with the replacement three-bedroom .home, the property will return to its former :state of hosting three structures (i.e., the new three bedroom residence, the existing seasonal cottage and the 2010 garage) I trust that this explanation is sufficient to.document your file. Should you need further information,please do not hesitate to contact me. Thank you. Ve ly yours, $, v n J izzut SJP/dd cc: Roger L. Berman i% Roger and Anne Berman ( 1 5 1 . 102 Pond Street ' Winchester MA 01890-1722 t 617-338-0707-Bermanco@Verizon.net 16 June 2010 f IVISIGY Mr.Jeffrey Lauzon, Building Inspector via e-mail and US Postal Service Town of Barnstable jeffrey.Luzon@town.barnstable.ma.us Building Department 200 Main Street Hyannis, MA 02601 Re: 164 Point of Pines Avenue,Centerville, MA 02632—Electric Service Dear Jeffrey: Thank you for meeting with me last week. The purpose of this letter is to follow-up on our conversation,. provide you with more detailed information as to.the existing,conditions at the site, the work being proposed and to request relief from the current ruling that the 100 amp electric service for the new garage originate from the service supporting the existing two7bedroom home. Existing Structures on the Property I purchased 164 Point of Pines Avenue(last home on a dead-end street; on Lake Wequaket)two-plus years ago. At time of purchase,three structures were on the property. We have just added a fourth, as follows: I. A two-bedroom,fully winterized,heated and air conditioned home. Pre-dates 1946. 2. A three-bedroom, seasonal home constructed in 1957; expanded in 1962. This structure is NOT winterized and is drained and not used out of the warm weather months. 3. A"garage"purchased with the seller's warning, later confirmed through our title research and review of your Department's files, that this structure contains an "illegal apartment" with a bathroom and shower. 4. 2010: We are completing(06/10)construction of a 24' X 24' garage. Existing Utilities on the Property - 1. There are currently two(2)electric meters on the property. ` a. 'One meter serves the two-bedroom home and garage apartment b. The second meter serves the 1957 seasonal house 2. There are two(2)gas services_on the property a. One meter serves the gas-heated two-bedroom,year-round home y b. The second meter serves the 1957 seasonal house 3. One water service (C.O.M.M.) supports the two-bedroom home, the,garage apartment and the seasonal house.. Septic Services on the Property 1. When purchased the property had two,older,certified and inspected septic systems. a. One system continues to support the seasonal house b. The second system supported the two-bedroom home and the garage apartment i y - Page 2. Mr. Jeffrey Lauzon,Building Inspector - 16 June 2010 y 2. In 2009 we sought, and received, an Order' of Conditions from the Conservation Commission(more on that below)which included'permission,to replace the septic system_ , that served the two-bedroom house and garage apartment. 3. 2010. In April/May, 2010, operating under,Board of Health permits, we removed the septic system supporting the two-bedroom home and garage apartment.and installed a Title V system sized for three-bedrooms. This system is in, operating and receives its electric service from the.two-bedroom home. 2010—2011 Construction/Demolition Project Planning. . The 2010 construction of the new garage and Title V system is part of a-phased approach to the revitalization of this property for my family's personal, seasonal use. I have shared with you preliminary floor plans, elevations and site plan showing what we are considering as a re-construction/replacement program. The main components are: 1. Retention of,no than eg s fo,seasonal home.- '2. Demolition(Sept.2010)of existing garage and apartment 3." Partial demolition and substantial,addition to existing two-bedroom home resulting in a new three bedroom home. 4. Install Title V system to support three bedrooms(complete 05110) 5. Construct new garage closer to road/entrance to property(near completion,06/10).` 6. Place all Electric service UNDERGROUND and remove one of two existing poles. 7. Place 200 amp electric meter (and disconnect switch) for.re=built home at pole (to remain)on the edge of the property: Existing 1,00 amp service is on two-bedroom house: We have been using Down Cape Engineering (Yarmouth) for all site work planning and documentation: This material can be shared with your office at any time. The Conservation Commission has a complete file on this proposed project,.including the Title V and garage additions: The Conservation Commission issued an Order.of Conditions for,the site and the work described above.. Electric Service-Request for Review and Consideration When I called NSTAR I requested a residential service for the garage and was asked if this structure was intended to house people or have any residential use. I advised NSTAR this was not the case. NSTAR said, given the use, they could allow a higher priced commercial service. A 100 amp commercial account was issued. While the excavator was installing the required dry wells at the garage,they trenched from the one electric pole to remain,to the garage. Conduit(no wiring)was,installed in the trench.' _ It is my understanding that when our electrician, Mr..Robert Chaves (Chaves'Electric, Centerville),sought to pull a permit to install this 100 Amp service he.was±informed the garage can only be served by a residential service originating at the two-bedroom house. You have explained to me the basis•for this-"rule" (ordinance?), stems from the Town's interest in preventing the very type of illegal apartment we are-in the process of removing from this property. The existing illegal apartment demonstrates that permit approach does not preclude the establishment of such Page 3. Mr. Jeffrey Lauzon, Building Inspector. 16 June 2010 apartments. In any case, this is not our intent. I believe the sizing of the new Title V system confirms our intentions,as does our detailed representations to the Conservation Commission and the Board of Health. Every aspect of the work at this address has been, and will continue to be;done in conformance with Town permitting processes. However, my specific request is for relief from the application of this"rule"(ordinance?)as to how electric service is to be provided to the new garage at 164 Point of Pines Avenue,Centerville. What has been proposed will add needless expense to the cost of the project, require additional trenching and disruption within the 100 foot wetland buffer zone, require the new home's electric service to be increased from its proposed 200 amp service to 400 amps so as to be able to have 100 amps peeled off and. sent back to the garage. We already are prepared to trench from the remaining pole to the new construction for a 200 amp service: We have already trenched to the new garage itself. What is being proposed is a separate,return trench from the home to the rear of the new garage, a distance in excess of 100 feet. The estimated.additional cost for this approach is as follows: Upgrade 200 amp service to 400 amps $3,400 Additional electrical from house back to garage $1,600a Additional trench house back to garage 'S00 Additional expense estimate: $5,500 The approach defeats Nstar's desire for a commercial account that accurately reflects its use. Thank you for your consideration of this request. I am available to meet with you,;or any other.Town official you-,suggest,.at a'time and location of your selection. If it would be helpful, I can conduct a tour of the entire property to confirm the existing conditions, and the relief we are seeking. Finally, if you require any written confirmation with regard to the removal of the existing garage and its apartment, I can do so in whatever form you deem appropriate. Thanks again for your time the other day and for your further'review and consideration of this matter: Very truly yours, Roger L. Berman f EDGE OF WATER 12/6/2007 • WEQUAQUET LAKE LOT AREA 51,127 sff SHED 2' 00 E EXIST. E, ri 14.3' WE ' CONC. 12.00 FOUND. n io 14.2' �} EXIST. 't O SMALL f BLDG. t[� ��R,O•vv' �` / EXIST. L=5 9.51 11 ACOTTAGE s, ,R=1 45, POINT OF 33 \ 2� � . PINES L=5.20' L=3.89 t� R=145.33' R=40.00' 111 REFERENCE: PLAN BOOK 526 PAGE 4 PLAN BOOK 84 PAGE 119 PLAN BOOK 294 PAGE 7 DCE #07-306 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 164 POINT OF PINES, CENTERVILLE, MA SCALE : 1" = 50' DATE : MAY 7, 2010 PREPARED FOR: REFERENCE : ASSESSOR'S MAP 230 PARCEL 69 ROGER BERMAN. REGISTRY REF: DB 22591 PG 45 HEREBY CERTIFY THAT THE STRUCTURESHOWN ON THIS PLAN IS GROUND AS SHOWN HEREON LOCATED ON THE � ARNE c o H, m, off 50a-362-4541 OJA in 56a a62-9ae0 x, No,26 down cope engineering, inc. C/WL ENGINEERS _� LAND SURVEYORS. � 939 Main Street — YARMOUTHPORT, MASS. DATE REGLAND, S RVEYOR r. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3 Parck, 61q Application # ;.. a Health Division Date Issued Conservation Division `_Application Fee Planning Dept. , -Per" it Fee r Date Definitive'Plan,.Approved by Planning Board 1 d �Jz7ljafi- Historic - OKH Preservation/ Hyannis ; Project Street Address 0 F b NE< %D. Village C N V• I Ll.i j w i&i i C S,tc k Owner'0GV_:Q Address 0 5T. M A" Telephone Permit Request � (o vs1-2yC,T &A (2A C9 / S:TO RA 6 F2 l . � I Z r; X Square feet: 1 st floor: existing" proposed 5161 2nd floor: existing+ proposed Total new by Zoning District Flood Plain Groundwater Overlay Project Valuation U 05 0 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family,❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: _ existing newZE 7 ` Total Room Count (not including baths): existing new First Floor Boom Count- 4 Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑ OtherCD Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood%coal stove ❑=Yes ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size Barn: ❑e fisting nevi size_ 03 - "' Attached garage: ❑ existing 0 new size _Shed: ❑ existing ❑ new size _ Other: e �° Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ 'z Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name I 0 0f) MAC-�c�a�►AL i Telephone Number ��� PSI Add;ess -0 ( -7 5 cc(`A S _1�`CL" License# S U� 9 Q; 80 k I-7 67 oo 3 1 Home Improvement Contractor# 7 9 � Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO�, —5 SIGNATURE —77� 149 G. DATE y/� g 2y /o t FOR OFFICIAL USE ONLY ' APPLICATION# 'DATE ISSUED MAP/PARCELNO. ADDRESS VILLAGE OWNER 0. DATE OF INSPECTION: FOUNDATION (4b -5;I D 010 PR.ow\ FRAME �Z-1 o o INSULATION WALL* aKu[ RrIL CiJo �}E�tT� x ' FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL } GAS: ROUGH FINAL FINAL BUILDING 2j,o) DATE CLOSED OUT ASSOCIATION PLAN NO. PROJECT NAME: ADDRESS: - ► npa . PERMIT# 2,L LQ p1- 7SCp PERMIT DATE: AP-77 `tc) M/P: O C 09 LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS on: -� a program � a BY: q/wpfiles/archive Town,of;Barnstable ro 3 ,y Regulatory Services anxxsrnBi E Thomas F.Geiler,Director 1Mnss �g r. y 'DrEn naps"` Building.Division Tom Perry,Building Commissioner 200 Main Street;,Hyannis MA'02601 www.town Barnstable ma:us aa _ Office: 508-862-4038 t : _ _ Fax:' 508 790,6230' °' �. n }'�wy • f�, r .y' .. x. - Y L 4 JET;. _ ;Y , : : ..i Property-Owner Must- Complete and Sign This Section • 1. l �.. a .. If ing A`�Bui'lder I, G TL- "jC��-!U1�`"�° , as Ownerof the sub)ect,property hereby authorize �AL) AL Q00 L to act"on my behalf, in all matters relative to WOAk authorized bythis building permit application for' �. 4 A ,• �6 \• l aIP •. 'N L� -GPI��•R�,lV)�l.'41i.. l - (Address of Job) #� SigiiXture,of Owner- Dafefi ,\ - • , . Print Name ,.�'} ��'1 s .� � t� ., If PropeaY Owner is applying for permit please complete" the •`� s Homeowners License Exemption.Form`on the reverse side , Q:FORM S:OWNERPERMIs ION � k ••u rA!^ c n'SLt'3s 6 '1+k` .t * S � t 4 - Town of Barnstable o Regulatory Services Thomas F.Geiler,Director (BMWSTABIE + ' y M^sa $ �A s6;9• Building Division rEDµAyA 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: t r f0 i— �N 4—S (Jfs ivN?E.2✓t e..� mber street village �//JJ D C6-4 - 7 "HOMEOWNER": Il /f4f.*) 4,J 3�'( �ZCT000 617. name hafne phone# work phone# CURRENT MAILING ADDRESS: /town state zip code The current exemption for"homeowners' as extended t include owner-occupied dwellings of six units or less and to allow homeowners to engage an individua r hire o does not possess a license,provided that the owner acts as supervisor. DEFINIT OF HOMEOWNER Person(s)who owns a parcel of land on which he/ a re ' es or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or de ched struc s accessory to such use and/or farm structures. A person who constructs more than one home in two-year period 11 not be considered a homeowner. Such "homeowner". shall submit to the Building vial on a form accepta to the Building Official,that he/she shall be responsible,for all such work Derformed u er the building ermit., (Sectio 09.1.1) The undersigned"homeowner"assum responsibility for compliance with the State ding Code and other applicable codes,bylaws,rules and r gulations. The undersigned"homeowner"c ifres that he/she understands the Town of Barnstable Building Dep ent, minimum ' pection procedure and requirements and that he/she will comply with said procedures and require ts. Signature/of Homeowner Approval of Building Offi ial Note: Three-family dwellings s 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 petson(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 tesponsibilities 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:\WPFILES\FORMS\homeexempt.DOC O GENERAL STRUCTURAL NOTES: GENERAL STRUCTURAL NOTES:(Oo-) SHEARWALL SCHEDULE: SHEARWALL HOLDDOWN SCHEDULE: 1.ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE WALL FRAMING UPLIFT CONNECTIONS: WALL TYPE SCHEDULE: (, MASSACHUSETTS STATE BUILD NO CODS FOR ONE AND TWD-FAMILY \ DWBLLMS•SEVENTH EDITION 1780 CM111 AND ALL AMENOMENI9, T.ATTACH SXRR10R WALL STUDS TO THE DMJ818 TOP KA71 AT THE PLYWOOD BLOCKED)WHICH 19 BASED ON THE 2003 INTERNATIONAL RESIDENTIAL CODE RWVW(R(1)TSPCONNBCMAT73.O.0 PROVDIB(9)•tOdaIJ NAM I bppAgQpN pgpAl,yAy®gp)(HAMS®yp,C®ppy AND FOUNDATION HOLDDOWNS: W LTHEWMDOESI CRM-RIAFORT111SBUUDDJOISMACMRDAMM COCONNECTORTOEEM"WAND(dAPIPLMDDMECILY707XPRAMM NO70:N0T N NABS TO TUBDOUBUTOFFLATIiTO.C.Fnim V WITH AMERICAN FOREST AND PAPER ASSOCIATION(AFAPA)ANU THE ROC�WHEN USINO H2A CONNECTOR PBR NOTS7'ROOPPRAMMO W TUNUMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES CONNECTIOIIY. Jp PLYWOOD BI.OB6D) HOUILM W19=0t DIAMETER ANCHOR BOLT.POSITION u] . (ASC07412F THE BASIC WIND SPL'ED FOR THE DESIGNOF THIS STRUCTURE Q 80 COMMON OROALVAN®BOX NAILS@S-O.0�B4 AND OO SSTMW/ANCHOU"'MTOFORMWOREPRMR70 F� IS ILO MILES PER HOUR WITH EXPOSURE CATEOORYT. 2.ERRBOR WALL STUDS ON TIED OAOIS ENDS TO HE FULL HUGM Ir O.C.PLBD. CONCRETE POUR FOR CORRECT PLACEMENT. STUDS BALLOON FRAMED UNLESS ELAND TRUSS IS PROVIDED AND TMI N r^ I.THRCONIRACIORIS RESPONSIBLE FORCONTACTING THE ENGINEER OF THE WALLISTO BBClUMTOTHBOHDITRUSSWITH LIPS17"OC. �.PLYWODD•(BDOB4f11.O(KBD) CONTRACTOR SHALL UCNRAL FRAMMO MSPECHION(81•THE Q ad COAIMON OR OALVANQPD on NABS O,C EDOBB AND CONTRACTOR SHALL CONTACT TINE RNOINEEA OF RECORD 24 HOURS 1.ATTACH FIRST FLOOR STUD AND WALL PLATE TO FOUNDATION 90]. O PRIOR TO THE TIME WHEN THE INSPECTTON(S)IT TO ITS PERFORMED.TM PLATE WITH(1)DSP CONNECTOR PER Sr O.0 IrOMPLED.PRA6(RANDADR17tJHIULBP1®p�SHALLEB CONTRACTOR SHALL INSURE TI IAT ALL STRUCTURAL MEMBERS AIID !'NOMINAL OR WIDER AND NAE.9 671ALL BE STAp001®. CONNECTIONS ARE VISIBLE FOR INSPECTION WDURDNOTHE 4.CONNECTORS AND STRAPS AS SPECS®ABOVE FOR UPIDTSHALL R'BCTION,ANY PORTION OF THE STRUCTURE IS DEEMD NOT VIMBIB PROVIDE A CONTINUOUS LOAD PATH FROM THE RODE TO THE FOR PLYWOOD SHEARWALL TYPES I,LAND7I18RD. (1}+L�•N( OR IS INACCESSIBLE FOR INSPECTION,FINAL APPROVAL OF THE ENTIRE FOUNDATION. NO STRUCTURE WILL NOT BE GIVEN VNTILTHISCONDIIIONISCORRFLTED - ABOVE8dCOMMONOROALVANMEDBOXNAER-(0.171a21'). � M ATTHSCONFRACTORSEXPENS1'_ OUN NAISMATRIINOTHBNAILDXAbWMANDtEWMMAYBB U6®AEA SUB3RfIlIE 4.ALL WOOD CONSTRUCTION CONNBCTORSASSPECDBDONTHOB d,CONNSCTION9 FOR WALL OPENING WRMENTS•(BEP®I TO DETAIL LW19 O CONSTRUCTION DOCUMENTS TO BE SIMPSON MONO-TIE IN DPR'TOJAIX S7V0 MIXS1VD70 BD38PLAR N REV6IONICSUH DA18 ACCDRDANCEWFRCATALOOG300P.ITBT1®RESPONSIBOIIYOPTHE 1� - CONTRACTOR TO INSTALL ALL CONNECTORS BN ACCORDANCE WITH 1,1--W TO 4•0 O STAP (1)SPI• - MANUFACTURSRSSPECIFICATIONS. L-V-VTOV• (2)LSTA9 O)SPI• S.ALL ENOMEERRD LUMBER PROUIILTS TO ED TRUE JOIST INSTALLED IN 1r•d'•('TD P4T (2)LSTA 12 (2)SP4• ACCORDANCE WITH MANUFACTURERS SPECPLGTIONE • PROJECT ADDRESS: L•P•i'TO 1tlNY (t)LVI'A is (2)SPH6 In Ttl-l"TO IP& (I)mIn T!)SPH6• - 164PON1'OPPINISRD 'AL7ERNAMU CONN'ECfORSHOWN PORTHRJAIXFTUDTOSOTE SOLE PLATE CONNECTION SCHEDULE: CENTERVILE.MA PLATE CANED 6DE9TTIIJTED WITH THE LUZ CONINEC10R SHOWN FOR THE)AM STUD TOHEAOBR ATTACH CONNECTOR WITH HAIR OF THE CONNECTION TO FMOR RIM BOARD REQUIRED NABS TO THE JACK STUD AND HALF OF THE REQUIRED NABS TO THE SECOND FLOOR ROABOARD OR FOUNDATION RDBOARD, WALLID" SO PU7B CONNECDON TORM BOARD CONNECTOR 1'O BB ATTACHED DIRECTLY 7T13X PAAe@70 AND ' ID.iB0A11D.AL7HRNAlE CAN NOT ED US®R7EDI60LBMTB L4 . ATTACHED DIItECTl.Y 70 POUNDATTON S7RM WAILOR WNCREIO HAIL Q (7)•166 COS970N NAR8 PBR 16. .. - . N)-led COMMON NAGS PElt t6•. A.HEADERS FOR DOORS AND WMOOWSTOHAVB(NHS COMMICTORAT 2 . ROOF FRAMING CONNECTIONS: THE TOP ANDBOTI'OM OF ALL CRIPPLE STUDS. B,HEADERSP4•AND LONGER IIEQUBISCBJACCS1UD9 AT BACHBND 3 (!)•BIMPsm SDSri712(1'R 717wpotiscOWSPERT6'. 1.ATTACH THE END OF EACH TRUSS TO THE DOUBLE MPPLATROPTW OF THE HRAD19L MEMO.WALL WITH(1)RM L'UNNECTOR.CONNECTOR TO BE CONNECTION TO CONCRETE FOUNDATION APPLIEDDIRBCTLY TO 2X TOP PLATES ON OUTSIDE FACE OF WALL C.PROVIDE(1)A23 CID'ON TIM TOP OF ALL HEADERS AT EACH END OF USUIO V HEADER TO THE KING STUD ADJACENT TO THE OPENING. TS,�,�CONN0LTD0.PSR NOTE'i WALLF CONMR,TIkff SELPLAUCONNECDONTOCONCARTO IB NOT REQUIRED WHEN SING 41)HIA AT EVERY RAPIRIC D.PROVIDE(1)ESP FROM EACH KING STUD TO DOUBLE TOP PLATE OF 1'DIA.ANCHOR BOLTS AT 22.O.C. THE WALL,WITH(7)Bid NAILS TO DOUBL67W PLATE AND(4HOd NAUE 20LOCEINOTOpBPROVIOEDABOVE THE DOtMLB TOP PLATSOPTHE TOKINOSTUD.FORC616 STRAP SIZE REM TONOTBTABOVEPOR � ONON�.R AN � roON VE1,D� � *McKtZ M EXTERIOR WALL AT THE ROOF'WIRI ROOF SHEATHING NAILED TO THE FOIST FLOOR HEADERS PROVIDE(UCS 16 FROM EACH HMG STUDIO STMANCH„ ORBOLTSWHH7•crai•FUTgwAsHmwrmr LEGEND: ENGINEERING BLOCKNGATWO.C.PRO VIDE'V'NOTCHINBLOCKMMPROVBB TO FIRST FLOOR RIM BOARD.FORC316EIRAPS®RBPEIITONOR Y' AgF� pM M,UMBEDMEMTOCONCRBR ADEQUATE VENTILATION AS REQUIRED,BLOMMO TO BE ATTACHED ABOVE CONSUITATJTS DIRECTLY TO DOUBLE TOP PLATE OF THE WALL WI(1)ROC CONNECTOR E.KINO STUD TORIMSOARD CONNECTION SPECIFIED INNOR 7F ABOVE JQ WR(ARWAILTYPB lIIfl ABARTOMlROAD 19 NOT"WOUDWI(PRRASHEARWALL I(07D0WNL9 AOIACEDITTO ;�` .• BREWSTER.MAIRSH THE OPENDIO O i , PM4)"31144 F.SILLS FOR OPENINGS LBSSTNAN I'4'WMBREQUNB(1)A27 CUP AT I BB/IAWALL Opm17NB' f(7711757.710 TM BOTTOM OF HBSILL PLATE TOTHE BNO STUDAT EACH END OF SHEARWALL CONSTRUCTION: i THE BILL PLATE FOROPENINGS 4'-W ANDLAROMPROVIDECDAU - O SKOARWALL HOLDDOWN TYPE .. .. TCLIPS HE SOIL EACH END PLATE 1.8I.LPLARONTlB 1OPAND BOTTOM OF I.ALL SHEARWALS TO HAYS DOUBLE TOP PLATES AND=MS 2X &AM STUDSATEACN BdI OP WALL RI0Efi9NO'IITD OTI®(w188)LEAMNAMDOURLDTOPRAMMW116dNAD11ATICO.C.USB(14)-Idd 9HEARWATL HOLMIOWNNADR AT EACH 6mBOP MIND"4 FOOFLAPSPLACES IN YMPLATES, SHEARWALL !.NAILING FOR PERFOMHI/SHBARWALL7 TO BB CONTINUED ABOVE PFRFORATH B(EARWALL COMORIE PLYWOOD ABOVE AND BEIOWALL OPENINGS NSHBARWALL AND sOPRWALLTH/NA3I.NO ADODRDN0T0 1.A'RAC!DOUBLE rTHMt AND BUILT-UPT•UF CORNER BOUNDF TYPR SHEARWALL BNBWIIH(N166 ATCO.Cd TAOM SECRFIRST B R OPKINO ANDJA(K STUDS RE ...• FLOORWALLSANDO)I60 NAILS ATPO.0 ETMDOPLIEDPIXtPBLTi 1ICJ REQUIRED WALLOPBN070 FLOOR BBARWALL9. { / S.RBE R 10 HOIDDOwN SCHEDULE F00.71E DOWNS AT BIPAR WALL arm. ji,' 2GBr.Iowr.. 9ieer: ' DATE:0.OYto C 1 SCALE: NONE P OPTION#1 HEADER SIZE / G Ip1'-0"TO4'-0" (1)LsTA9 MSSP �. PERRWO (Uw (1)A33 (l)HS TOPIE011'OM lr 4'-1"T06-0" PI ISTA9 p1E� O P�I[DIO (I)w U)w OF EACH CBMLS MM (p"" vt E Lm 6'-1"TO S'-0" P)ISTA 13 ISSPPELM CTI �. ICM (t)w U)A33 PER NEVO 08TW . .:,.' L-8'-1"TO 19-V MISMIS (1)SSP (SEE NOTE4') - PER -' iw KR70 (1)w P)w NPAMR(PERPIAIO (1)86P L-Hr-I"TO 16'4Y (2)STn122 PmlRwa U)w P)w A OPTION#2 F-( HEADER SIZE ' -WINDOWIDOORONNSVO © © ��ii (O-o lb (I)9SP L=1'-0"T04'-0" .(1NID (I)Ssp (I)w (Nw MHSTDPMOTMM MM SM OF EACH dOPP(S 87UD al•�IL (1)SSP > L-4'.1"TOIL-0" w�i. V PER 10N0 luw U)w 1� PTI � ISSP STD [i] ►C F F w1mm SEeNOT)r pERK REENOTD -- - L=6'-I"TO 8'•p" w/cn® eeR ItWO (SEE NOTE N7 1p A35 P)w Lii Q MCN IIIiD Lm 8'-I"TO 10'-0" w lm MS p PERHDPa (ryw P)w rn a' � mLm 11Y.P T016'-0" P)sII@T (gssP B FERRWO (I)AU P)w NO REYISIOMMUE M78 CDNCRRIS FODNDATIM W= ].NALL NIL,t®OIR IACROBNDSTDRDq SND9 Mif1A(1}I W NADd PiiRCO1 L�ACRSND70301S PtATF F1AMN0TRBQOiRRp) PR0n=ADDRES.9: D 7.CONNEC OREBPBCR®AROYR BNALLRR ATTACI BD DD&ILY TO S%i9 WD0M@AHFp9. �.CLIP NOT REWSO®WRW6 SI@ARWALLNDILWWN OAD/AC@lP100P@IDt0. 161 POMIOP WNBSRD 3.DDTAIL FDRwD1DOR'AND DOOR FRAMIIi00NLY.bRRAB11L1P9 AND T03NOT SNOWNPDRCWIDy. _ CEMURY044 MA 2 FRAMING Q WINDOW AND DOOR OPENINGS wF 1279AR481OMEROAD RREwsIEIL MAoual vm0 u3alu (me 3s3•uu i + MARNA�"�',j, ENLE y 9'gP018T w F'BSfON� Q9� LOOP:IDOPI 9NBBT. DAT& W-02-ID S2 SCA18 NONE .• .. MODEL NO. DIA. MM.EMRD. MIN RBBARLENOIR BUILT-UP CORNER STUDS SSTS16 sn a SB W WALL 2x6 WALL _ . (PER OETAIt.e) 39T874 !/S - 76 66• 6.O.0 4.O.0" _ 6480000 FEl FOBT 6.O.0 1.O.0 . SST834 719 ." .7or ++ + - ++ - 11DU HOLDOWN - ''NOTE:M RBBAR TO BE CENTERED ON ISOLDOWNANO HOIDDOWN _ ((®16"O.C.) - LOCATED 3'TO S'DOWN FROM TOPOF FOUNDATION WALL (PBRp(�()t.. . 44 ++ HeR PLAN) t+ _ _ O ° PER SOMON MANUPACTURERH SPECMCA71ON3. ++ + WN + + PLINVMW SLEVATIONVIEW PLAN VIEW • BLEVATIONVIEW /�''IP' (SETSPLACE ESSMANANCRDR N07BS: N07p4: - [7] V - 7•T07°J ,a RB➢AR.'-A d r. 4MIN..M. ON�S7ANCHOR OW _ A \., HILL PLATE' (�I�CCjj DIA ALINCORNER I ATTACH BTUD9 AT DU0.T-NIP cmm T0G8I11ER WRHU)ROWH 1 ATTACH 9ft1D9 AT BUB,T•UP CORNER TOOHIHOIWITH(7)ROWS W ANCHOR NCH R LT d. dg APPLICATION) OP 16d(0161•A73'NALL9 AT 6.0.CP0R7ND STORY SI®ARWAl18. OP I6A(0.16IY 3.7')NAILB AT 6.O.C.FOR 7ND STORY 81®.1RWAILH. _ (� d `�� - 7 ATTACH MUM ATBUMT•UPCOOMTOOBTMR WITHO)ROWS I ATTACH STUDS AT BUILT-UP CORNBRTOWIM WITH R)ROWS ~/ -SETS HOLD-OWN ANCHOR MUDI57ANC8 OF 160(OIN'a33"1 NA8.9 AT1°0.CSTAOOPDPD FOR ISTSTORY OF 16d(O.167A 73')NAG9 ATYB.0 SPA00®1®F IBf STORY 1.73°FORSX4WALL SNBARWALLS. - 8I®ARWAL38. . 7.75'FOR 7X6 WALL c - 2A HOLD DOWN @ = PLAN VIEW 3•"""' I BUILT-UP CORNER @ go EXTERIOR BUILDING CORNER" wr END OF SHEARWALL 4FLATE OF SHEATHING EDGE NAILING ROOF SHEATHING ROOF RAPIERSy j 3X BLOCKING BETWEEN '° RAFTERS WOTCH FORVBN'TU ATIONIFREWULMRBFBRTOARCNfI3CNRALBOGBNAI.WGPL NS FOR MORE INM) - N0.REVISIOMISSUB DATETOPPLATE - - PROSECTADDRES& ROOF RAN.(REMTRAL 164POWTOFPVMRDPLANSPOS MON9� � CEM'80.VIWLMA AND P.AVMIA(INSTALL PRIORTO BLOCKING AND PLYWOOD DLATE TNMO)ALTRRNATB: 2%STUD - BEAM TSP(INSTALL PNO0.l0 RUC(INSTALL PRIOR 7O lif SHOWN ON PLAPO WALL St8L.A1NM00AON PLYWOOD SHRANOT REQUIRED EQUI EDI TOP OF DIXIBIB 7%TOP ANOTI:USED AT EVERY - RLI IS USED AT EVERY 3 TRUSS TO TOP PLATE TOP0,ro> R""'� RF ENGINEERING WNSULTANTS - - 177E M813TD1BROAD - BRBWSTER,M1107671 Pm4)33331N rmg3s3•na MARK A. v: M.K NZIE .1 ON6l E - 70BA!IOOSI 9NII7: DAIS M-03.10 S 1 . fiCA1JL H(3!ID - '"RWITJDOW/D"ORUNZTS r° i icr. it .... T08EDETEAAA2NM Via+ f ,,F. •C G'jW 14LM4TTRANSOM 1[1 k rr rry arow nw _ .... . .__ ...__ ij w �J� er •q I � _.. �—•. V � � r � h'' ra da. uaur •� � .5` ff ¢`rl .:i ra as I rovr N •.� V �I:; STORAGE BATH `f? 1 'd•,. F n I rr I ravr au m Ala.Lnoa wrar.+eaa+wrsw }.' a } raw it arow asm t 1' a 0 .M1N.16 W c014 FOOTING 4'D"BELOW GRADE sra 'a0 /�� O a/ WALL Wpa'.ovBAHEAo coca V J a. B" 'W4"PLATE WASHERS ry n-OC A 6--12"POW END of PLATES ry GARAGE IN. � ViTCfEO TD OVER HEAD p.a DOM 1'xl'STRIP FOOTINGS UNDER LNT © G er DOOR oPeam W/ g '1 BEARING WALLS 6 STAIR _JW SONOTUBES ON 24•BIGFOOT g " qYy y3 S es y E fl }a c FOOTINGS FOR CAR PORT W/' I ALL FLASLWJGS/ R f a; ee j 6/B"x8`ANLfWRBOLTS ADETO#AKEWEA W 1FIER i NO CEDtN6/aOOFFRAMIM6 d ' rr re• rr rr re .Z:M IG+IEE WALLS O SO'W/U2"P:YWCOD 6 R 3x4 COLLAR TIES 16"OC 4 UNDERSIDE 6 6:, sro av OF RIDGE E �; f 4WO RAFTERS I6'OC t -M MOE BOARD W/2x UPPED ON TOP PM t om'MA FULL RAFTER BEARING -DOUBLE U2"*WAI*"(NO ROOFING NAIL PEHETRATLON) } f i - ti;�� �NJPRICANE.TiE3 i EACH RAFTER TO PLATE"- v ) area 12 CONHEC WN 6 24 f ra ur �B -N PERPENDICULAR W.00IRIdB 4'OC 2 BAYS IN FROM GABLES f` (TYP.6 FLM AND ROOF FRAMING) -2x6 CEILING JOISTS lb"oc L) Mir ry !SS W S r raw ♦ n=,>rA oaeaMaR r'Tr? + r °'° FL0011 FRAR,D4C -16"BCL-60 ° -lorm 16'oc W/ J CRAWL LRAWL 11/6'WL RIM BOARD 7 SPADE SPACE -DouBLE PLY I S/19d6"WL +t� UE SHED AROUND PERXUM OF STA1R6 ' N STORAGE V4-ADVAN,M SUBFI=GLUED ;•< 1 AND NAILED pP -2x4 RAFTER PLATE SECURED TO 6 RAOR msT5 O yr — - - CUST�oM wood oo"R 7}j ! dote: RVSD4-12-Lo W/OP XONAI:KM a WA U FPUMINB ? a� TAAO•E YTYic6SII1/SEAL a �o " 'FI►s�� sCAE: ar�n 1�Qa ! 2,0 WALL SnW 16W W/SLOLE c+" it BOTTOM AND DOUBLE.,"*PLATE �J t 3 raw" mow, FUU HEDWITVBlTICALSLEATHLJB "; � IOML P�1C'Pfc 2 Of 9 r MSTAUa FROM BOTTOM OF PT PLATE W TO TOP of RAFTER PLATE -MO FELTHOUSE WRAP :..l.e... .. e.: .I. .5. .•...r � ,.. + .. i l:-. t1 r, .^::. r ..r. .. :r. r + „ah 1' Mn �. � t x...,1... !l'.':.u,.:�.1[fG' l.S� .afi•+.I[{fir 1 .2l.J.r. I,+,'9..hlj, N_ .. _'�.:• f.,,x N,.Fri , +.+,x�'..:G �.4...:pu;�?.i�U.�!C4�u..Y iv w.:'I. .,d4�,L.�`rd..ui:-t+w.+?pE f�"!rmd--:{F...1"_.SL1 .�.��G. r ,k: ii--I� •:� 1 ; l l. it lh' � � I `�'� T'T� i +,�1 "�'t l hl r j] T��•�r�-i j Tom+' � P - "� .r�.. ,_....-.-_..J - .J F .-J..,-.•+.,- -..f'-. :L.-4 r.1X I: r �. -+x-.y.J: ,�ypr1 - t I r EAT1•.•�NORTH LEV 0 PY 1 b�l�tl WEST ELEVATION `FJ B it t.t E C1IIOLA YY OTHERS 6. l �. i.i i'#. !. ..x1':,: �al�,`-1��Y 1.H'. l �4 N...1 3 i ��.'. .-�,{,4�,'•'�-- .,.\ +� '. l.�711 1 !1 )� I r�Yla l f i r ,{ I �i -may {+ GI x--`-' , ♦ \ +4 it: ol s.. i -'l� i t- i r,�• yl�,' 1r ::�1 l•� ITJ � .. //� f r I r" y i?'1 j p I 1 { .,_i ..,.,,•4....3.,��.4L d. \ il' r�i y I _c...� +y_'f y`� -y , •x r'`me'"'µ"'• iy. !� �•- ^-r �4�,1;41�'1Fi�f�l�"�'t I��II '�— _ ���N���t�9{i�EIk�SIti��� r�� I al. Ij '_ ,.:�_. ��-'� ..���.�.�H1J�'{I1}�3.��.Y:1}'. ,._1,• Ir�f��#4'YL,aik I��i`����euw4 � �y .fq p � i &tei....._. l" s..OUTH.ELEVATION ! E'AST'ELEVATION =del .VW',_.voo s; h :P ` PAGE;9 of 3 7 2A 76'xl6•WL i SEAMM WALL NIOW da u- t Ir.Jozm w o0 ` 2"COLLAR a f IM 16.OC t� FLOOR'FRA �€ b 240 RAFTERS IWOC 6 WAIN ROOF b 4: � r ai t � yes • � � - � � vti •-� -.�. it :i'S'i C71-21-10 li � RYSD4-L2-f0 r. stale 1AR:1'Cr WE ROOF/CEILING FRAM%( �'i it 3 of:3 1r GENERAL STRUCTURAL NOTES: GENERAL STRUCTURAL NOTES:(CON'I'D) SHEARWALL SCHEDULE: SHEARWALL HOLDDOWN SCHEDULE: Ry 1.ALL CONSTRUCTION IS TO DR IN ACCORDANCE WITH THE WALL FRAMING UPLIFT CONNECTIONS: WALL TYPE SCHEDULE: _ 444UCCC MASSACHUSBTTS STATE BUILDING CODE FOR OND-AND TWO•FAMILY - DWELLINGS,SBVBNFH EDITION(7BO CMRA AND ALL AMENDMENM I.ATTACH EXTERIOR WALL STUDS 71DE DOUBLE TOP PLATE AT TRB H"PLYWOOD•(ROGER BLOCKED) WHICH IS BASED ON THE 3003 INTERNATIONAL RESIDENTIAL CODE. ROOFWrM(1)TSPCONNBCC0RAT)3'O.0 PROVIB(9)-106a1{NAIS Q Sd ODWHONORGALVAN®gpXNAMS®6'OCBDMAM FOUNDATION HOLDDOWNS: W TO THE STUD AM(6)•IN NABS TO THE DOUBLE TOP PIATIL 13.O.C.Fnsm F'�I 3.THE WIND DESIGN CRITERIA FOR TALE BUILDING IS IN ACCORDANCE CONNECTOR TO BB APPLIED DIRECTLY TO U FRAMING.HO'B;NdC W WITH AMERICAN FOREST AND PAPER ASSOCIATION(AFAFA)•ANETTIB EWF861 USING H3A CONNECTOR PER HOTH 7"ROOi FRaMD1D MINUMUM DESIGN LOADS FOR BUILDINGS AND OTHER R7RUCIUAES CONNHCITONS•. it PLYWOOD-(®OH98WOCFD) FD)UISDSW/SST 4tDIA601FSR ANCIIORIXR.T.POSM014 (ASCE7-03).THE BASIC WIND SPED FOR ME DESIONOF THIS STRUCIURS Q2 MCOMMONOR OALVAN®BOXNADS6)'O.CBDOSSAND Q SSTB3/W/ANCHORMArB TOPGRMTFORR PR[OR To. IS ILO MILES PER HOUR WITH EXPOSURE CATEGORY 7'. 2.EXTURIOR WALL STUDS ON THE OABIS ENDS TO SHE FULL IBEIIT IT O.C.EELD. CONCERTS POUR FOR CORRECT PLACEMENT. STUDS BALLOON FRAMED UNLESS FOND TRUSS IS PROVIDED AND THEN F.THE CONTRACTOR 13 RESPONS IDLE FOR CONTACTING THE ENGINEER OF THE WALLIS TO BBCLIPPP.DTOTHSFONDTRURSWTH L7P]]YO.C. PLYWOOD•(¢OOPS BLOCKED) RECORD FOR THE STRUCTURAL FRAMING IISPECION(S).THE Q NCOMMON ORG 0BLOCKED)NAILS®VOLE BOOBS AND CONTRACTOR SHALL CONTACT THE ENOMFER OF RECORD 24 TOURS ].ATTACH FIRST FLOOR STUD AND WALL PLATS TO FGKINDAMIN SILL 13'OMMOND.FRAMMIIATp m NAIL PANEL BD0895RANBB PRIOR TO THE TIME WHEN THE INSPECTION(S)IS TO 88 PERFORMED.THE PLATE WITH(1)DIP CONNECTOR PER)70.0 ,1•NOMINALOR A&lINGND NAILSINGI].BBSTDGES SHALL 111/ IF�C CONTRACTOR SHALL INSURE TI IAT ALL STRUCTURAL MEMBERS AND , CONNECTIONS ARE VISIBLE FOR INSPECTION.IF WRING THIS 4.CONNECTORS AND STRAPS AS SPECIFIED ABOVE FOR UPLIFT SHALL rTT INSPECTION,ANY PORTION OF THE STRUCTURE IS DERMED NOT VISIBLE PROVIDE A CONTINUOUS LOAD PATH FROM THE HOOP TO THE O O PPFA"'ll NOTE.FOR PLYWOOD SHEARWALL 7YP091,3,AND]LSITD ORIS INACCESSIBLE FOR INSPECTION,F'INALAPPROVALOFTIBHNTRS 'FOUNDATION. . STRUCWURBWI.LNOTBEGIVLN UNTILTIOSCONDT70NISCORAECITU AEOVE,M COMMON OR GALVANI7EDBOX NAILS•(RO1a31. - U QI ATTHBCONTRACTOREEXPENSH. - OUNNABS MATCHING THENAH,DIAMETER AND LENGTH MAY BE USED AS A SUB.9TT(VI& C ALL WOOD CONSTRUCTION CONNECTORS HE SIMPSON STRSCIEEDON TFIRSS ).ODNNECTIONS FOR WALL OP8NIN0 E.EMBITIS.•(RBFERTO DEI'A6I-WI) CONSTRUCTION DOCUMENTS TO HE 9UP90N S1RON0.11EIN N ReV1810NM19.WV8 11A7B ACCORDANCE WITH CATALOG C-1009.IT IS THE RESPONSIBILITY OP THE BL�DER SIZE EERIER TD LACK SNp lAIX S1TRITD SOLE PLATE CONTRACTOR TO INSTALL ALL CONNECTORS IN ACCORDANCE WITH 1,1-4-T04'•r (1)LWTA9 (I)SPI* MANUFACTURER'S SPECITCATIONS. 1,P•1•TO60 (3)LETA9 (3)SF4* I,AIL ENGINEERED LUMBER PRODUCTS TO 99 THUS JOIST INSTALLED IN I'6'-1'TOB-0' (3)LSlA 13 (3)SM* ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. L-8'-1"TO 1G-0' (3)LSTA If (3)SPi16 9 PROJECT ADORM: I,W.I•TO 16'-0^ (2)M133 (2)SPH6P 164POINTOPPINBSRD_ -•aLTeRNaTe:r1B CONNECTOR sxowN I=THE JACK STUD TO SOLE SOLE PLATE CONNECTION SCHEDULE: _ CENTERVILE.MA MATS CAN BB SUB5777V1'8D WFIH iTIS SAME OONIBCIOR SHOWN FOR TUEIACKSTUDTOHBAOER.ATTACH CONNECTOR WITH—OF THE CONNECTION TO FLOOR RIM BOARD I REQUIRED NAILS TO THE JACK STUD AND HALFOF THERBQU RXD NAILS TO THE SECOND FLOOR RIMBOARDOR FOUNDATION SEABOARD. WALL TYPE 9�PLATE CONNECITON TORMBOARD CONNECTOR TO BB ATTACHED DIRBLTLYTo]XPRAAG710 AND A16BDARD.ALTERNATE CAN NOT BS USED WIDBI SOLE PLA78B ATTACNBDDBECRY TO FOUNDATION BTHM WALL ORfONB1Ef86LAB. Q M-I6d COMMON NABS PER I6•. Nam A.HEADERS FOR DOORS AND WINDOWS TO HAVE(1)HI CONNECTOR AT 11 (1)-160 COMMON TADS PER I6^. ROOF FRAMING CONNECTIONS: THE TOP AM BOTTOM OF ALL CRIPPLE STma D.HEADERS•'-1•ANDLON08RREQUEE(3)JAIXS111U3 AT LUX END 3 (I)•SIMPSON SD9]S)13(I'a)I")9/ooD Scaew9 PER 16•. 1.ATTACU THE END OF RACH TRUSS TO THE DOUBLE TOPPLATEOP7TB OF THE IBADER. EXTERIOR WALL WITH(H H2.6A CONNECTOR.CONNECTOR m SE CONNECTION TO CONCRETE FOUNDATION ' APPLIED DIRECTLY TO 3X TOP PLATES ON OUTSIDE FAC'BOF WALL C.PROVIDE(1)AD CLPON TiBTOPOPALLNEADPFSATBACHSHOOP ALTERNATE US81UN3AFROMHVERYRAPTERTDWALL RiIB IIEIAW HEADER TO THE KING STUD ADJACSNTTO TIBOPEENG. SBLPLA78CONN8CTONTOCONCRBTE TSPCONNQUIRU BRNOTM'1'.'WALL TIAMMOUPLFTCONNNCTONS'. ISNOTREWIRBDWNBNU51NO111HDAATBVNRYRAFIBR. D,PROVIDE FROM EACH KIND SiTIDT)DOUBS TOP N•ATEOP DM.ANCHORBOLTSAT33^O.0 TIE WALL,WITH(3)10d NAILS TO DOUBLE TOPPLATB AND(/)-IWXADB I.BLOCK[NOTO DH PROVIDEID ABOVE THE DOUBLE TOP PLATBOPTHE TOKHOSTUD,FORCSI6STRAPS®RPFBRTONDMB ABOVBFOR NCYIN:ANCHOR BOLTS RBFUMCBD ABOVE TOBEI"DIAMETERA707 IvfcKE 'Z E EM IUORWALLATTHEROOFWITHROOFSHEATHINGNAILEDTOTHE FIRST FLOOR HEADERS PROVIDE(1)CSI6 FROM EACH KINDERIDTO gTSPJ.AINCHORBOL7EWTIH]•t]^aI'PLATEWA81®1.49YfIH7• LEGEND: ENGINEERING BLOCKING AT 6'O.C.PROVIDE'V'NOTCH IN BLOCKING TO PROVIDE THE FIRST FLOOR RIM BOARD.FOR CS 16 STRAP SOS SM0.11ONOTR'1• MINIMUM RBOLTSWITO CONCRETE.ADEQUATE VENTILATION AS REOUIRED.BLOCKING TO BE ATTACHED ABOVE. CONSUITA�NWTS DIRBCTLYTODOUOLBTOPPLATEOFTHEWALLWI(HRILL`CO ECTOR. �- 1379 MDISLONBROAD B KING SND TO RDMBOARb COroNECTION SPBCS7PD INN018 W)ADOVE ! ] SIBARWALL TYPE IS NOTRE(REIED WNERBASHEARWALLHOLDOWNBADIACEDTT70 �, y'tN• 8RBW91TBR.LIA @Q671 THE OPBNINO. ' F.SILLS FOR OPENINGS LESS THAN/'-0"WBB RBWMWA CUP AT O( SHEARWALL GRIIDNE- !(771177}31N THE BOTTOM OF THE SILL PLATE TO THE KING STUD AT EACH END OF SHEARWALL CONSTRUCTION: THBSLIMPLATE.FOROPENINGS I'-0'AND LAROSR PROVmB(])A21 O SIBARWALL HODDOWN TYPE CLIPS AT DACE END OF THESW.PLAIHONTIIS7OPANDBD/WOIH OF I.ALL SHHARWAMSTO HAVE DOUBETOPPLA7E3 AND DOUHLE3X -'C/ L 71B 501 PLATS BTIlD9 AT EACH END OP WALL(UN1849NOTHD07TBRWf48) SIBARWALL HOLDDOWN MARK A: L PACOAT LL EACH PLATRS 4 T16dNAESAT ISS IN PLAT)-1M •Y M NZIE ` NABS AT EACH BIB OP MINp1UMIF00T LAP SPLlC89BT'IPPLA78A — li7BARWA3L ' .NAMMFORPERFOBATEDSFBARWALLWTOBBCONTNI)EDABGn .— PERFORATE SHEARWALL CONTINUEPLYROODABOV13 ECIN EB TP • AND BELOW ALL OPOS IF ARWALL -- .P RiPTT.Y _ AND BELOW OPENING IYTIII NAIDIG AOWMINO TO '�'e�ONAt ENO A ATTACH DOUBLE 3X STUDS AND BUILT-UPOORLIPR STUDS AT SPECIFIED SHEARWALLTYPE. SIBARWALL ENDS WITH(3)l6d NAI S AT6'O.0 FU R SS=HDFLOOR i SFBARWALIS AND(2)16d NABS AT4"OC ETAOGEIEDF'ORFIRST XK•XJ aOF RBO AND JACK STUDS REQUIEM ATWALL OPENING FLOOR SHBARWAIL9. .+l 7.REEK TO HOLDDOWN SOBDULB FORTS DOWNSAT SHEARWALL ` HIM .' JOB&10491• 9FIS81: DATE;W81.10 CI _.._- SCALE: HONE • rp l OPTION#1 *•HEADER SIZE Q G Lm 1'a"T04'-0" (q 18TA9 COM �. PERKM MA23 MAM (1)wR TOP/BMT'OM ` ' OP BAQIQI�Pte E71/D �/ L64'-1"TOE-0" MLSTA9. PML 0 PIDl RDIO (1)w (1)Ax7 �t. L=6'•1"TO 8'4" (2)ISI'A 1x PBBNOIBT (I)BEP Id7PPEREALTI E e�RINO RmDsnm n)w P)w -ti.. P IP 8'-1"TO Ia-0" (x)LBTAIS ) (EEBN07B'C) El uPER Iowa P)w Ixlw E.y NRADPR(PER PIAw( (I)EEP L=Ia-I^TO MEW V)sml PBRRIND u)w (Ww OPTION#2 A °•' HEADER SIZE wTNDow/000aoeslwR Zil) 6 (1)8RP I.=1'-0"T04'-0" . 1 H67'OP/80T70M i PIR RdiO (1)w (llw �BAO(1 CPRPLRSNO IF1 OI•gl+ (I)BBP L=4'•i"TOE-0" w/mm e®lRmO (I)Axl (x)w 139PPEREAa( (I) PS Ol(1)(+ eeRNorer (m+a STUD Fi IIYI��" L=6'•1"TOS'-0" w�0 ply (see NOTEro7 14w mw L=8'•1^TO Ia-0" wW/MM Mssp D MAss p)w Lam"""T ros ., - (!)EEP lwl RBvla(owLaTt® DATE $ elmNlwa ww txlw 77T IIBADE RP•1•ANDLAROPR ReWREO)lAfKF=ATnA ENOOP"1BFMAD8. x.CONNEC(OP9 PHCO®AROVR DIALLER A7TACNBO DmBrnvroixFRAA0IVOMD®BA6 CONOICTE POUNDAiION WALL ].NA6 FULL NDmR1AC(l PTUD971DRBm RIT10EwlTl/t!}Im NAOA/BRPO.C.(MOKPNUros018 P1AT0POW NOTR bw=) PAOJEGTADDRBSB: +.amNorREwmIRD wxBRRNmARwnu DAwA�lrroaDmD. !.D61'NLlO1 wO1DOW ANDOOpR PRAImlOONLY.01101E1RAPe ANDT®S NOTPwOWN WROtMRY, 164POWOPPDMRD CMaUVUAMA 2 FRAMING®WINDOW AND DOOR OPENINGS wP' IBOW"-ro7 ADMI B88M4)35MAE7W1 PmQlil-71N (Q7+17713142 f'9POIAT P /11 BPS/ONAI ENS 100P:10.0➢! 9(OIBi: DATE: 01�19 S2 SGIe: NOI� MODEL NO.I MD3.EMBED. MBI.RSBARLGNORI BUILT•UFCORNER STUD9 S"a" sn 13 50• 2x4 WALL 2x6 WALL (PER DETAIL.©) SEMI SH 30 - 66• . - 6'O.G {'O.G 6A8 DOUOF0.POST 6'O.C. 1°O.G SSNM 7/8 28 ,er + + ++ ". ( 198100 1 N' "96• ++ ++ ++ I�'+l f'T1 HOU HOEDOWN 'NOTE:i1 RBBAR 70 BB CENTERED ON HOLDOWNAND xOLDDOATIn, Y✓ Sgwo..G)� PER SA Dr MANUFACTURERS RERS SP CI FCATMN, WALL (PER RANI U ++PERSPiP$ON MANVPACTUREt9 SPECB7CA770N5. (PER PLAN) + ++ + ( it 'N PLAN VIE ' ELEVATION VWW PLAN VIEW BLEVATOIIVOM E.y /��L' MI WAR- SSTB NOLDOWN ANCHOR W. 1°TO 3'J c RGBAA.'-A' p (PLACE 497EARROW A \T, SILL PLATE. _ pP[6�1 ONTOPOPANCHOR I.ATTACH ENDS AT BUILT-UP CORW6R TOOSTHER WLM0)ROWS L ATTACH ENDS AT BUILT-UP CORNER TO(IB73®t WITH Cp ROWS W ANC LT < ' d d 7 APPLICATION)OIAWWALINCORN� OP 16d(8.IR7tYT)NALLS AT 6'RG FOR 2ND STORY EEIARWALEB. OFI66(MIC.3J7 NABS AT 6.M FOR 2ND STORY SNEARWALLS (� '< a :. "'3 I ATTACH STUDS ATBUILT•UP CORNEIIDOSTi®IWRx R)ROWS 2ATTACH MUM AT BUIMM CORN�TOOEMEIWRH p1ROW9 V� 99TE HOEDOWN ANC11011 S110S D197ANCB OP 164(0.16213.3')NAHS AT{°DG STAGGERED FOR IST STORY OF Hid01A6rA 3.57 NAILS AT A'B.GSTAOOERSDFORIBT STORY MM.REBAA 37S FORM 2XI WALLALL 9NEABWA�L9. - SIE3ARWALJS 2A HOLD DOWN @ PLAN VIEW 3 hUN 1 BUILT-UP CORNER i� EXTERIOR BUILDING CORNER" WI END OF SHEARWALL U ROOF SHEATHING EDOENAt1IN0 ROOF SHBATHING (T] RODFRAFTER9 Q 3%BLOCKMO861W�7 / PER PLAN a RAPIERS 01070E FOR - VsvNAHONB'REQUIRPA REM7'OARCIIDEf.•IURAL EDGE NAOSIG PLANS FOR MORE DIM) N REN810WISSU6 DATE DOUBLE 3R TOP PLATE PROHWAODRM (RUROOF RAPIERS PFA PLAN. PLANS FOR RAFTEIE BAHN I CBMTE71'OP PRLA RD AND VE AILIIDNIHN9ION9 CBNfERVRLBiMA AND EAVEDETAILMO) HLOCK TANDFRWRTO BI.00KD'!0 AND PLYWOOD DOUBLE 2Y TOP RATE �7HM ALTERNATE: 21 STUD BRAM ROC(DWALLMOR 7O TSP(MSTALPRMM (0•SHOWN ON PLA70 WALL SHBAIHDIOOR O)d PLYWOOD SHRATNWO) TOPO SHFAIIS]%71W NOTREOUIREDW WA IS URED AT SMY PLAYMM3 TRUSS TO TOP PLATE RAPTM NE UE ENGINEERING CONSULTANTS 137E WSTER. AROAD OBB M4)35M I44 . F(7/Q 39T•3111 r(n4)333.3142 MARKA. M N21E IT Al p IOHf.lOC81 9><861: DATE 014L10 - S 1 • SCALE;NOPID The Town of Barnstable 1 IAII,TAILI : Inspection Department (YAY 367 Main Street, Hyannis, MA 02601 � A' 508-790-6227 Joseph D. DaLuz Building Commissioner April 22, 1994 Mr. Ronald J. Cadillac, PLS,RS P.O. Box 258 West Yarmouth, MA 02673 RE: A=230 ,069 Wequaquet Lake, Centerville Dear Mr. Cadillac: This office is in receipt of your request for information re the above referenced property. Please be advised that the property is located in a Residence D1 Zoning District and the required setback from any street is thirty (30) feet and the distance required from a side or rear line is ten ( 10) feet. Any further request for information would require an advisory opinion that must be obtained from an attorney. Very truly yours, Alfred i. Martin Building Inspector AEM/gr Ronald James Cadillac, PLS, RS Registered Professional Land.Surveyor Registered Sanitarian P.O. Box 258 West Yarmouth,MA 02673 (508)775-6517 March 26, 1994 Mr. Joseph D. DaLuz,Building Commissioner Barnstable Town Hall 367 Main St. Hyannis,MA 02601 Dear Mr. DaLuz: In 1992 I prepared a dock licensing plan for the estate of Ellen Wald. I recently received inquiry as to whether the two houses on this parcel--Map 230 lot 69 could be sold separately. Enclosed is a 1957 plan subdividing this lot into 3 parcels with a 40 foot way shown. My guess is that the second house was constructed after this plan was signed by the Town. In regard to Zoning Regulations could these houses be sold separately? What would be the required building setbacks from lot lines--from the 40 foot way? I have sketched the lot lines onto my work plan that shows the two houses. Your advice on this matter is requested in writing as it will be passed on to the Wald family representative who is out of State. You may retain the other materials,but please return the copy of Plan book 135 page 113 enclosed. Thank you. Sincerely, 9_:� j Ronald J. Cadillac,PLS,RS Enclosures: copy PB 135-113 copy work plan copy AM 230 Copy to: Alison Wald Ronald James Cadillac , PLS s ,J • ^` Registered Professional Land Surveyor (508) 775-6517 SUBJECT PARCEL: _.. . _ Map Z3 / Lot 9 Sew ° ESTATE OF r. so 6.y se ' p pa w: ' > ELLEN4 WALD ey 6e� 6 i i 1ti i ABUTT?RS: Map Z 3 0 Map Lot 13IL :t !' y-ENNeQ- Lot . 414RCoN Sa BOSON . rnl4 62115 Lot G Af Lot Fan ITmi IMA DZ!(to Lot l7VWAA iFr- !-n1K.LIAj _ Lot flo Z 5o Hr+MMOIvD PoNu PAY-sr-wnit .14 MA OZtG7 Lot Lot A G2��i ;id 1Urt «j'�AC'AU, D-zte Identified Z Z +K R230 -06"/n A P P F.; A 1 S A L A i A KEY i n•2r i s LAND BLD//r EATUI"\C.S BUILDINGS NUMBER ZN/ FL=RD— 1 149, 600 9, 700 202, 400 2 Wit•-COS;-. _.... 3&1; 700 BY 0/ BY /t.$t i U.....d h,L.r'tJ i•I.E, _ i=".::.'A=101 1 PC S=00 SIZE= 1277 JUST—VAL 361 , 700 LEV=3 0t; __-COt'IF='AFtISO#� TO CONTROL AREA 42WC --- _. ..MAY NOT FEE COMPARABLE— 42WC CENTERVILLE (Oda '�J' EQUAQUE'T LAKE PARCEL CONTROL I\JL. 1•iRi=+"1 TREND f A14 DA RD 15 15; LAND—TYPE 149 _zti LAND—MEAN ,- % 361700 171640 IMPROVE'::D—MEAN +18% ;fit% FRONT—FT 100 DEPTH/ACRES 'TABLE 02 i0�"5% i v TI 1 AT-� f P_'t �1 V„-(fn1 S 1•_ •_ _O A5 t0�4._r;L:u {�, F:— � roHL—LSAT i. L.NR LAND LF T/IMP r^DJS/SB/F=EAT STR STRUCTURE 'AFiR AREA—MEASUREMENTS NOR NOTES COf i MARKET INC INCOME P !i " PERMITS GRR GRAPHIC FUNCTION— STRUCTURE—CARD NO— 000 DATA- Amp ra.... r i, - _• �____— _-_.__ PEN ERAL,-N OTE9 - iOI-w MIN. - .• FO UNOAT1ONS _.--- Zo YP -{ 1 ry?r� � 29AEEAL 8 T R U C U R U M B E R h0, •EXCAVATE TO LINES AND GRADES REOUFED TO PROPERLY INSTALL THE A CODE CONFORMANCE _ t-0 + BAR•' FOUNDATIONS ON UNDCTTUf�SOIL OR CONTROLLED STRUCTURAL BACKHLL MN MR i M___ ALL MAFErTHE ASSACH SETT AND E BL%mTAILS SHALL EANDCONFORM 70 THE MRH APPROVED BY THE PROJECT ARCHITECT. REMOVE ALL SILTY TOP^ • NATIONAL PORES PRODUCTS ASSIOCIATION•NATIONAL DE::I22,SPE_119 ON �__-- F3MTON OF THE fMASSAChU5ETT3 STATE BRAIDING CODE AND THE fPFEPBNCE .I 'OIL STANDARDS INCLUDED THEREIN THAT ARE APPLICAB LE 7O THIS PROJECT, y1 OB'N�n0ABLE MATERIAL�UNDER SUMS ON GRADE ALL EXCAVATIONS PpR WOOD CONSTRUC110N'NCWLYNO... �J I �• I SHALL BE OM BEFORE PLACING ANY CONCRETE SLPPi_BVEIlT. _..— • THE CONTRACTOR SHALL FSHALL BE HIMBROUGHELFT LMSR THE CONTRACT • AMBRCAN INSTITUTE OF TIMBER CONSTRUCTION TMBt37 CCNSII§KT!ON 40 DA� PROJECT ANY DANCES SHAH BE BR TH T TO RE ATTENTION Wr OF THE MINIMUM DR WALL FOOTINGS ARE TO 6E PEST A JA APPROVED SOIL,AT A STANDARDS' ARC 100. _ p PROJECT ARCHITECT BEFORE'PERUCE®PO KTI7R THE AFFDCIFD WORK ANY MINIMUM DEPTH OF 4 FT.BELOW THE LOWEST ADJACENT OFXOUND SURFACE 1' v z-O WIPE 912E VARIATION$ OR S BSTRUr.NS OF MATEIALS OR DETAILS FROM THOSE EXP0.9ED TO E�'IGi ANY ADJUSTMENT OF ELEVATIONS OF FOOTINGS DUE TO ' LAP BAILS M PRpLtOE fllrr OP BARS OffPEP. NDICATm ON TIE ORAVAMNGB MAY BF,MADE ONLY wSH PRIOR APPROVAL OF THE y MELD CONDMONS MUST HAVE THE EXPRESSED APPROVAL OF TIg PRW ECT •U.S.DEPARTMENT OF COMMERCE-PS 2G FOR LUMBER .. coPEe BAPS AS I L -`._LAP LARGER SIW_ PROJECT ARCHTTECT. ! _ • - ARCHffECT. I SHOWN.WHERE SIRE ?T----___ , •U-S.DEPARTMENT OF COAACRCE-PS 166 FOR SOFTWOOD ELYWOOD. .LA BARS DIRER, •NO MAIN FRAMING OR slmcnAAi_MEMBERS APE TO BE M".11ED,ALTERED OR •SOL BEARING CAPACITY-NATURAL UND LAP LARGER SM. $`� CUT WITHOUT THE APPROVAL OF THE PROJECT ARCHITECT, I ISTUfRBED SOIL OR CONTROLLED • gM6RK:4N WOOD PRESERVERS INSTITUTE-Sl'-7 SraNOAR0.5. 1 STRUCTURAL BACKPLL HAVING AN ALLOWABLE REARING PRESSURE OF 2000 CORNER DETAIL INTERSECTION DETAIL PO1f�'�"SO�' •FOR EXACT LOCATION of FLOOR+ROOF OPE3.MNns,sL-E nRCHTTeCnraL - . --_._—_._-..._ !MECHANICAL ELECTRICAL AND SHOP DRAWINGS, •BACKALL THE EXCAVATION.APPROVED CRANU.MATERIAL PLACED B.MATERIALS CLb IN 6 SOLID LUMBER 119 X NAXIMUM MOISTURE 24 DA I • ME CONTRACTOR SHALL 6E NOT FOR ALL"SAFETYQM G LAYERS VD r. CONTENT) piIIIIIIii ......__—. .._._..._ ' CONSSNCTpN INCLUDING BUT NO7 LJMT®TO SHEETING SIIORIN3 POST 13,JpN0 A COMPACTED TO 95 L DENSITY AT OPTIMUM MOISRARE CONTENT, I A$DffiJ®BY ASTM DI557.L El OD D AFTER BOTTOM OF EMCAVATION HAS BEEN •_��_2X4.2X6 SPRUCE P,FE AR N0.2 5 KO. 10 WTOI'I � APPROVED BY 71•E PROJECT AN �'ro• STANDARD 30 DEfAE I SI7XICRxiES,BN+HIIETS ANU SIONAGE ARCHITEI;T. -!.EMBERS-2X8,2X8,2Xb,2X72-SPRUCE 1PKLIMI M \.`I ! I /[1:p` —e8D AT 014pJNr. I qq BA-f LLMO AGAINST FOUNDATION WALLS TO BE DOW ONLY AFTER WALLS ARE ^BASE DESIGN VALUES-Fb-775 PPE fE-NO.Z IS KO 0ilAt'JQ ` I /y BOB(AT •ALL STRUCTURAL DMAWiNCS SHALL BE MA`®IN CONJUNCTION WfM THE '1! PSI Fv-I35 PS E.t10p KS 2'•a• i ARCHITECTURAL. NC-Oi.WICAL, ELECTRICAL AtO 41OP DRAWINGS AND BRACED TO PREVENT MOVEMENT •pLYM'IX)D tVEB 1 JOSTB-P7IEFABi71CATED WOOD.PLATE KTni STRUC7UflAL CR<DE I,(PfPl� SPECRCA71CN5. .. — n F PLYWY]OD N'EB-APR-STRUCTURAL f-CD NL R_A/JCES OF'A(,KYtOiAM'LN AYACIWE / ` •lNlIEEE D TYPICAL R ALL ED.DETAILS SOWN ON ANY ORAWIh^,ARE TO BE t STRESS BATED LUMBER Uli(ZING WATERPROOF GLUE _ L_ .___ \ I I CONSDERFD TYPICAL FOR ALL 59VRAR CO CTION$. C N.C_ft�,'LE_,W O R 5 ! AC13O SPECIFICATIONS'-7 �`.- t1' A.CODE CONFORMANCE • LAMINATED VENEER LUMBER BEAMS-CLUE LAMINATED VENEER LUMBER OF NOI�OI►AL r �- --�I_ I i • THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION SOUT}iHIN PINE AS MANUFACTURED BY TRU$-JOIST OF BOEE IDAHO OR 1�lOIT,IO I I 3U 1 DEARS METHODS COOTMATIGN OF OTHER TRADES Arlo TECFNOUES TO .I-OMRY WITH TFE 1A71S^FECO.IIENDATIONS OF THE FO110WNG STANDARDS APPROVED EQUAL FY-285 ELT,FU•2600 PSI,E•t:900,000 P91. �rNIArCH HORQGNI'AL 1-\ I'-- PRODUCE 4 SOUND AND DUALITY BUILT) l ALL DMENSIONN,ELEVATIONS APC '��_-_.-.— CONDi10rw;MUST BE Vt9IRF1i BY THE GENERAL CONTRACTOR OR PESPI]NS,BLE N CATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS i WALE REEL_ N3 3 \ I TRADES, •ACT 047-FORMWORK • NAILS-COMMON WIRE, EXCEPT BARBED NAL S AT PLYWOOD SHEATHING (MAX SLOPE) 1-0\ •Ad 318-BUILDING CODE REOU IEVENrS FOR STRUCTURAL CONCRETE GALVANl NAILS AT EXPOSED FRAMING I FaI, D_E.BJ.AfI..._4 Q9 O 9 - - •Ad 318 CHAPTER 22-BUILDING CODE RECUiTREMEIM FOR STRUCTURAL PLAN END DETAIL I STEPPED FOOTLING DETAIL GONCR=,E •METAL CONNECTORS-APPROVED ITEMS OF PROPER TYPE N-GAUGE AS SIIUWN ON -- eETERA AC BUILDING SITH THE HAS BEEN T DESIGNED FOR THE FOLLOWING L04DS!N DRAWINGS-�HOT DIPPED GALVANIZED. MATFJIAL ACCORDANCE WITH THE MASSACMM.E'fT$STATE BULiJIJI`CODE I1�•B.MATERIALS ------ —1 ---- - ----- SNOW LOAD GROUND SNOW P •0 iSF 'l1[l •PLYWOOD-APA RATED SH=ATF6NO WITH EXTERIOR GLUE' 1 • CONCRETE; APPROVED READY MIXED CONCRETE HAVING AN ULTIMATE OIY/EEO -I- �-C4GJ(WHERE MEROR I I TOP 6 WALL.-,.. _,--2-15(OIE EACH FACET I DIFTN IDIN O AND SLG SNOW INCLUDED WHERE APfL'CABLE r. .Jm niSSNE slTz 7TH OF 3"PSI AT 28 DAYS SLUMP 3-5 INCHES. -ROOF 5/8' 711K7C / FINE41 9 9EOW MACE BEND TOP SOBS'—� ^\ EACH SCE CP CPE NNGS f WALLS /2' THICK Fill I �Y'aro HxtE ( 1 - aT DOOfi9,WMmONS AVID BOOR LINE LOADS SMOOTH PLYWOOD FORMS Pon OSED SLABS OR VERTICAL - Sl18FLOCRS 3/4' THICK TONGLr=AND tli00VE MA =-2t4 KEY v I I OF CPBdNa9 'R •'. END WALLS A,FESZ�mAL �f SUFFAF �BOARD FORMS FOR FOO ITNGGS OR UNEXPOSED CONCRETE SURFACES. , 40 _L N I \� \ __ - P$F NO EARTH FNJfL46 PERMITTED. •PRESSURE TREATED WOOD AT ALL EXIAOSSD FRAMING WITH APPROVED CLEAR e I I �,_ 1 WIND MAW WtD EXISTING SYSiEAH IRO MFFI -lam T\ —, I '7 C.EXECUTION WATER BORNE PRESERVATIVE. ALL MEIEERS TO BE STAMPED 6Y APPROPRIATE AGENCY. I 2'-p• � i I PREEA@RUC 4TED WQOP TRUE SES ' SINE SIZEA�SPACINGTYp •CONCRETE:PLACE CONCRETE BY APPROVED ME)i OF AD 304. •ALL CONNECTORS AID FASTENERS AT PRESSURE TREATED WOOD SHALL Ml�a AS FCii¢ IT.GFl i I I M r� f, S ED 0.CODE COS-0RMANtf 1 •FOPoAV.'OFlIC -PROPERLY BRAN AND SHORE FORMWORK TO MAINTAIN ALIOf1MBJi BE STAINL--S$STEM ATroa N9 a 2'-0•12'ac. •Ng1GNAIL FOREST PRODUCTS ASSODATION'NA TONAL DESIGN SPECIFICATION T AND TOLERANCES N ACCORDANCE WITH A 34].�I I FOR STRESS GRACE LUMBER AND ITS FASTBJNGV, C.EXECUTION VARWnAA. ! r,jT-2-ISAWE9. CAli - t -'--' TWE✓IER CCWbTIRUCTION 9,T R U E-T U R A L 9 T E ELL, - I --�,---- •ANIERICAv P;7TT(UTE cF TB®CHR aausTRL�cRroN 2, \` —i STAPDAFD;, ALL WOOD ME4 3ERS TO BE NALED N ACCORDANCE WITH MASS.STATE CODE CONSTRUCTION JOINT ' 'I�`I A.CODE CONFONYWNCE I___—. C r may--- _�. • .'DESIN SPECIRCATCNS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES' •PLYWOOD SHALL BE NAILED AT 6'O.C.AT ALL JOTS S AND EDGES+10•BY TRUSS RATE INSTITUTE •AGO -'SPECIFICATIONS FOR THE DESIGN,FABRICATION AND EFE-C71O N OF OC.AT OTHER SUPPORTS. PLYWOOD SUB-FLOOR SHALL BE GLUED TO JO ST, NnTE AT \\_-J/ I- DLSCCAITN.ED BARS. •HUD49502-'CE"..IG11 CRITERIA FOR TRUSSED RAFiH7S'. STRUCTURAL STEEL FOR BUILDING' BEFORE NAILING.WITH APPROVED ADHESIVE UPENNG9 fiTN - I B.MATERIeI a •AWS-DI-02 STRUCTURAL WELDING SPECgCATIONS. •PROVIDE NAILING AT ALL CONNECTORS IN ACCORDANCE WITH MANUFACTURERS V A GR GREATER IT(ryp) RECCMMERDATIONS. TYPICAL CONCRETE PRGKDE SCHEDULE •ALL LWBER TRUSS MEMBERS SHALL CONFORM TO PUBLISHED STRESS RATINGS B MATERIALS AO STD PPE FOR THE.SPECIES AND GRADE USED AND SHALL SEAR PROPER GRADE--MARK •PLYWOOD WEB I..CUTS-INSTALL W ACl60ROANCIT WITH PLAN$PROVCINO SLgVE I LARGER • STAMP MOISTURE CONTENT SWILL.BE NOT MORE THAN DX NOR BE LESS MAN _ ALL CUB,OLOCKNG POVAAAENr AND TEMPORARY BLRCNVG AND BRDGI%Q THAN UTILITY LINE 7•L AT THE TIME OF USE •STRUCTURAL WIDE FLANGE SHAPES-ASTM A992-50. WA"DETAILS DETAIL OF REINFORCEM -OPENINGS ENT AT •CONNEOTO%-GALvA%-,ED sHEf-T STEEL,20 GAuGE M'N►AAM YIELD STERE45 OTHER STRUCTURAL SHAPES,PLATES-ASTM A36. •tJGilTWE7OFR, •4STEN WITHCAPPROVE3 NALS 09 CLIPS. • OLIxLIN$SHALL HAVE CAP AND BASE PLATES TACK WELDED AT ' 30000 PS MINIMUM 25 OlE SSMEta'9 4e,000 PS M!I@MVM CORROSION FOLK L'OCAIKMS TOS7WFr.SEE DRA'bWGS FOR L(MMUU FASTENNG REGU7EVENTS RESISTANT COATING 1.25 OZ PEER SWARE FOOT,_AND BREAk_:3 IN CONCRETE_WALLS� .BOLTB:coroNECTKxNs ASTM A3ys _ . C.EXECUTION ANCHOR BOLTS ASTM A307, r �. — •FABRICATION:FAFfiCATE UNDER STRICT RULES OF INSPECIDN AND MALTY •WELDING ELECTRODES E70XX SERIES CONTROL USING El(PEF3BK.(�WOfU(HiS AND FRO1'E1'/EOIA'F'®PERMANENT EX--EP NR OR NTERGR... MAMIFACTLRING FACMY. .PA NT APPROVED PRIMER-2 MIS THICK L'D WALLS I� �__--�__.__ ^. -r_ ___� •ERECTION PROVIDE PROPER HANDLING AND BTAdNG N ACCORDANCE WITH 9 l LYL BEOM I I .-- -f-- / MANUFACTURERS VIDE PROPER AN • .rk C.EXECUTION �II- 1��- - RE EXTERIOR RI •TRUSSrES SHALL BE DESIGNED FOR THE FOLLOWING LOADS •FABRICATION.E%T�R WPLL ., 'SHOP FABRICATE TO OREA'TE.ST EXTENT POSSIBLE BY WET.DING - , •SNOW LOAD-40 PSF. PROVIDE ALL BEAM STIFFENERS,COLUMN CAPS AND BASESO, HOLES AND AL ' \ r----LIT RM J019T i LLLIII ` - D BLOCK ALL •DEAD LOAD TOP CHORD-10 PSF. CONNECTIONS, BLOCKING I :! `\ l' �j PY. FROM ABOVE -DEAD LOAD BOTTOM CHORD-M PEP. TO SEARING B[iO'W •ERECTION PROVIDE ANCHOR BOLTS,LEVELING PLATES.ANO ALL NECESSARY - �` i I ( %/ // 1I/ 1��,. �' I •.ALL TRUSSES SHALL HAVE TE DOWN CLIPS AT EACH END. 1 >' HARDWARE TO ERECT THE STEEL PLUMB AND SQUARE PROVIDE TEMPORARY ALL REOUIRf�TRUSS BRACING BOTH TEMPORARY AMD PERAIAN9R SHALL BE BRACING UNTIL FLOORS OR WALLS ATE IN PACE /// •: I ! j%/ � - f I DESIGNED SY hIE TRUSS MANUFACTURER APD NSTALII-D BY THE CONTRACTOR •CONTRACTOR SHALL FIELD TOUCH UP ALJ_ABRASIONS,13UF414 AND SM LAR D.SUBI/TTALS J 'DEFECTS IN PANT OF THE STRUCTURAL STEEL I 1 ( I I • TRUSS SHOP DRAWINGS SHALL BE DESIGNED AN)STAMPED Fly MASSACf US'EITa HANGER-.i I I REGISTERED STRUCTURAL BJCllFR t •TRUSS CAL-CULA-11 SHALL BE SLF9uifTTEi."MiH THE SHOP DRAWGS.IN N - ������A�✓a I ' L P1VJ�OISiD9 ail I I CRPFIE PVJ JDIss SRRJ DETAIL - I •TRUSS ERECTION DRAWINGS SHOWING LAYOL.T.OUANiREB AND DETAILS SHALL I5/32 $f(EA1FI(NCa-� 3UU.(riED W17 FOR SHEAR WALLS " INILL7�IL•►wJ.IGL^1s- • • - BEH THE SHOP CPAWI GS � -MIN-2.2 x 6 STUD- .__._-.--. I-, - -------- s.,---=I SEE DETAILS \ .\ --- -----i ---- ------- _,. -1 -- --------- -----, ..-- :---- FOR FASTENER SEE PLAN `UAA11 SCHEDULE METAL STRAP PER - j�"I i I %' I 0m.tI -- - . CCCE F TOP PLATE l ,----I� !- 2-2 x MYJ- .. s NOT DCNTTNJwLs / I i;j �.% I ..�_r. I ' '-.2 x 6 SHEAR WALL 2 x Q SHEAR WALL�"• _�I / SEE PLAN. OVER HEADER N /i I f I /i \ t _I i W/15/32'SHEATHING EA FACE PCsr CAP i z .`' SHEAR WALL/ �l cuNcr� \`-2x SH 4 i / 2 tr FOR B yr LYL p1 -2 x 6 SHEAR WALL ._ _�I . IG <-/HANGER I --__tF.MMEiK: i,�l I 3 ROWS OF rod IJAL3•i2'FOR II 7/8'ILL. - — 2 ROWS OF t/2"UOL TS•24'TOR W'LVL r I 2 _ f — TIG -T; TYPICAL CORNER DETAIL a 2 X 6_SHEAR WALL INTERSECTION DETAIL!INTERIOR SHEAR WALLS 3 rlCw$OF i/2'M BOLTS,24'=OH N'AM'Ji'LtM1- j RCA unEssaEBWSENGIEGM i �2x4_WALL SIMILAR) 3]4° = P-0'- NI�l71K`LVL CETAL 3d7 BEARIND DETAIL I PLYW XJO WHIM::TFTN6P TOT._._-_. REAPING CE'AL•ILL_ I MILTI�E LVL NAJIING+ 9 1/2 AND 0 N(6 3/a-'2-5/IP PNM M J" •=''-0• •LA-BEAM I IN13bJR$IxR}RT --- __. I W'AND IS'r 2 S/16 ANM1MUYt i ExOLTNR.PATTERN ! WEIISii`F0ER NALPY CEEA__•-__i 2 x 6 �/. 1 TYPICAL PLYWOOD WEB JOIST AND BEAM FRAMING DETAILS. EXTEWOR SOW 2-2 x 4 MIN- +SHEAR WALL _ (. , ;' SEE PLAN 2x6- I•'L��J •r� 2 x 4 SHEAR WALL ' 15/32•SHEATHING 1' [ IL iza/)��SFOREARS'WALLS � � a 'EE �N / FOR FASTENER ,t'tyo'•Ii%'l�' SCHEDULE Berman RUside-e INTERSECRQN_DETAIL_4_EXTERIOR WALL 164 Point of Pines Avenue TODTE,,,y2an1 Centerville VA .ENGINEERING i -'-- ?M !..DCA1WG E _ _ - —1 i I:A:N ~. t l 'i1 I k .__I ! 1It I ! --BULKHEAD BY OTHERS SLR _e2L N� J i r t i 31/2•f --, F2 31/2 1 I I LALLY `I LAW •'11 ,1 / I li I COLQWNr-l---j COLUMN 1:'::1 .ti:-J. •—_12'1 SGN.TUBE - C BELL BOTTOM o 'I o --12'f SCNOTUBE-._....,t_._..I 1-2-1 JJ 1 - BELLBOTTOMS P�IER O��RLAB2- ------F 2- �.• 0 ! • r 4'f S?ND.__-.__.__. T-0•THICK r-OOTMG ! - PIPE _` I W/♦5•12'TOP AND I- i ! COLUMN \\ BOTTOM Ea WAY ___ ._-, i BASE PLATE I- ! 12.1 SONOTUB$-__-- .I (4)-3/4'1x12• I 1 'D ! I -.J '- 'j i' . BELL BOTTOM (- _ D ANCHOR BOLTS �, I•I t \' I I' i !_/'__-}2'f SONOTUBE,-_ - '- I ! _ `--3I/2'f BELL BOTTCM LALLY COLUMN _Lr HSS*16,5/B-._ _..._-.�l 4•- i(i•• F. --_ -_--_-- 6•-- AI 6• __.--12'CONCRETE WALL 1. 4 J- I_-'-� I W/3-05 TOP{BOTTOM 0' 3 112.1 I P ! I f ON 2'-DEEPNCRETE WE r r-O' .'I 1 COLUMN - I LALLY C I COLUMN LALLY F.1 -_-.12'/SONOTUBE, - LL COLUMN ` BELL BOTTOM SPREAD FOOTING SCHEDULE 1 1 LALLY I I MARK FOOTING SIZE REQJFORCEMENT 1 I COLUMN FI 2'0'x 2'-0'x I'-0'DEEP - + F2 13'-0'x 3'-0'x 1'-0'DEEP NONE 1BELL BOTTOM . I t I BELL BOTTOM raUNDAT7CN FLAN SCALE 114'_!o•._. ! I �11 �17J1cm��/11}�ti, Berman Residence _ 164 Point of lines Avenue i ENGIN_ EERIM': —--— Centerville.NA I .0»nm1Or:rze ,sra.e4,,n� � I r_ i 1 III i . I it I COLUMN---1 +I 1 3 t/2x51/4 PSL - 5 v4x5 V4 PSL I. i r POCKET I i t t l -i-----------,-- POST ABOVE PAST ABOVE I i I— - PC64 TO I W/SIMPSON 6& _ __ BEAM 1 1 PC64 TO BEAM+ /j , TO BEAM+SD,4 i ==� -t- __ —_-�-T-!J_ --7 1 POCKET SIMFSCN CCOS550 70 BEAM+ a I —BULKHEAD Sf/4x5V4 PSL-- TO SONOTl1BE W/ / SLNPSON CL^OS550 III COLUMN L I'— -- 2-13/4x1t7/8 LVLi(BELOW Sw7J , SOW POST ABOVE 2-3/8'1 x 4'EMBED.i , TO SONOTUBE W/ ! COLUMN __.__-_. _ ___. I BY OTHERS W/S"SON HLn HIT HY150 EPDXY t 2-3/8'4 x 4'EMBED I i{ SP-t ECCK0666SDS h` ANCFIORS INTO/ HLTI• th IHTT� W &E6x6 P.T.POST 1 UTO BEAM+ SOO ANC / 1 BELOW W/ 1 POST—1 I 1 O SIMPSON CCOS550 ____ . .______ ..- _ ____x. � ABU66 I 1 _ ABOVE h� —POST 1� TOSONOnFBE w/ _ --, --- ------.. / pO,Sr BASE 'I n 7/e•ra no'co s•16.O.c. � � �I i S '—ABOVE Z. 2-3/81/x 4'EM73E0. -.__._ _.y ___I Ht.n FIT HYSO EPDXY I 5 7/4 I/2 PSL IWOLMANRED) i ` ___ __ __ ANCHORS INTO SONOTUSE I 1 5114,5114 PSL--- I 2-2xe PT I_. 3 2x8 PT --- �— `t ---2-13140 7/8 PAST ABOVE W/ L_____._1 �31/2'f LVL i 3 1/2x5 V4 PSL---__-I - BEAM 3/4'T+C YWOOD POST ABOVE 1 {-. SA}PSON FIC66 II l __ __ _ / POCKET \___ I i = LOLLY ,J iO BERM+_ PC66�0 BEAM+ I O TO',,:c E W� II. I 3-13/4xn 7/8 LVL(DROPPED) j; �� � n I i •--- ..._._ SWSON CCOS550 I O r - SIMP TO SONOTUBE W/ I •�� 2-3/81 x 4'EMBED. I.: 'I �(/ 1 POST 2-3/B'/x 4'EMBED. I HIL77 WT HY150 EPDXY I O � i 3 1/2'/�J!! 3 1/2'f I ABOVE / 1 - ANCHORS��EPDXY .3 ANCh�51NT0 SONOTI.� { 3 - -a _2x8 P.T.JD TS•12'C.C. I I HSS12x6x5/e COLUMN COLUMN i I __— SONOTUBE t .-1 I li i I BP-1 DOWN DOWN I N tit IE / 3 112'1 J 1= --POST to a I/' ( COLUMN POST ABOVE li p, ABOVE DOWN e3' BEAM POCKET - N N N % POC:ET POST 4.1 STND --BEAM ABOVE PEE POST POCKETcaLLNv ABOVE 4-13/4x16 LVL(DFA ) DOWN 5 V4xs 1/2 PSL(WOLMAI�ED) I .__ - _ I T I I I POST-�—J f �-COLUMN f 1 I, 2.8 PT.LEDGER- `--COLUMN ABOVE 1 I 5 1/4x5 1/4 PSL------! 3 I/2x5 V4 PSL ---- 5 V4x5 I/4 PSL. III W/2-ROWS OF / POCKET UO POCKET POST ABOVE POST ABOVE POST ABOVE, III V2'/EXPAN BOLTS W/SA4PSON SIMPSON W/Stlha'SOFf _ TO BEAM+S� SHIPSON CCOS550 TO BEAM 64 TO BEAU 6+ x jl...I•24.O.C. 3 f/27-1/ O F1SSpx6x5/8 _ --_.... 1 U __FSSIOx6x5/e SWSOAI CCOS550 TO SONOTUBE W/ SiMPSON CCOS550 11 i LALL Y w O .CONT pp 1 $ i BP 1 -- -- f TO SONOTUBE W/ 2-0/8'f x 4'EMBED. TO SONOTUSE W/ II W \ l 2-3/B'f x 4'EMBED. HL77W HYL50 EPDXY 2-3/81 x 4'EMBED. II DOWN Fate Hi T HrLso EPoxr ANC/40RB wro raLn roT n Lso EPDXY a \ a € ANCHORS INTO SON07UBE SONOTUSE ANC WrO SONOTUSE LALLY �I .�.: Ca uMn _� ooullV I POST LA/LLYCOLUMN ABOVE DOWN 1 I ' HSS12.x-5/a—'1 �� COLUMN! I \'-5x6 P.T.POST 1 I �'1 'h f POCKET I I BELOW W/ASU66 - - I I POST BASE 12-13/4xii 7/8 LVL(FLUSH).I I f Ili Iqa_�. n)e IVT_I I�I.l2'J I31/27 LA110 Y--� COLUMN i 6 - mI 'l.._. _y. r- ..._ v DOWN u i -6.6 P.T.POST I- I I BELOW W/ABU66 __1�_-_L_= W%PT 2-RO OFR...._ I I POST BASE 3' 9' 6' 6' 112-1. c 3/4xn 7ia LVL(FLUSH)AN BALTs { Q BP- p,x BP-2 2•x 1 1 IB'x t' 1 IB'x I' .I. _ ...�--- -----------._ ......._.----' 1{ (6)-1'DIA.x 18'A.B. I � LVL(FLUSH) 11 i 1 J is . .. S✓A4PSON 60P912-8x$ P.T.2-2x8 � ( L POST ABOVE _._..__._-....-.... 6,6 P.T.POST BELOW - BELOW W/ABU66 ' FIRST FLOOR FRAMING PLAN POST BASE F: t ' j �iwtil{lip` )��'�',ti • -- --- ' � Berman Neaklence .....__.__�__...._.....___._..�,I �onre.lo/zo/n----- I6A Point of Pines?venue I ENGINE__E_RI_NGI Centerville.MA _ IS - �] {------- --- --_ 1 J DRAWN aY:RA � �,y f,Notec ! (ABOVEb Fle 5 b' AP PUCABL.E) . TE ' HRS12t6a51B— II HSSx).6x5/b---i� 5— _ S W2 _—.-_— II HSS-HSS.COLUMN ORDINARY MOMENT FRAME CONNECTIONS '2241%7 2-2xw L NO SHOP I7UER WRHM 31NCHES OF FELD WADS.REMOVE d 31ER METAL USED N THE FULL PENETRATION AP-03 SHALL HAVE A N i SqP PfN6i(NCLLOE OVBI-SPAY)N THE FIELD PFNCA TO W30110IF!ECfSSNAT. MNMIA CHAFFY V-NOTCH VALUE OF V. FT-Iffi AT 20 DECfEE3 F �. 2 NO SHOP PFINER AT TAY[W SURFACES OF SUP-CRITICAL WELDING PROCESS AND N SERVICE AND FOR BUILDINGS WHICH ARE FULLY �AID HE ZERO(0)� SW2 NI 4 i i THE SHEAR CCNUEC0,,a PREPAFE'FAYNG'SURFACES N THE FIELD _ _.—._._.PPoCq TO 91EC11GN TO SATISFY CUSS'A'A9 OB$£D N A15C5 DEGREES P.PIXI ALL ORk31 WELDING 513TYICE CCNIXIXkL; `— '..(2}-1 V2't5 112'23E TINB✓�97RAT•p L9L•16'DC 'SPECIFICATION FCR STRUCTURAL JOINTS USNG ASUA A325 OR A490 EICL1 T, 5,THE MOMENT CONVECTION WBDS ARE TO BE LONWERED TFIE-OUALFIED WELD Joerr5•, 3.THE FA@iCATOR LULL TAKE EXPECTED WELD S RMACE THEREFORE THE STD ERECTORS SHALL.SLBMR PRE-CUALIFED JOINT WELDING 22 2XIO 2-2xR7 PROCEDURES AND JOINT DETAILS AS PER AWS D11 CHRSICATE OF COMPLIANCE ___ k INTO ACCOUNT WHEN DETAILING iTE TEAM LENGTHS M CONTINUOUS Hlx6. F'T^ ._._:.—S ii- FOR AU THE ELECTRODES TO RF USk�,A18)wHDNG CERTIFICATES FOR ALL THE WIELDERS : u 6.WED ACCESS HOLES SHALL COMPLY ATTH AWS Di1-%k FICUTE 5.2. 14F-7 •i6'O.C. I al I 1 SW2� N IT 3114,5114.-.-.. 5V4x51/4-- )..._-S�L'2 PSL POST \ PSI.POST p1� 2 2xi0 ._ O DOWN W/ / DOWN W/ yt. HSSSx7X1/2�_____ __—__—; 5114.5 114—_--_. SAVISON \ SAAISM / V� CiCOLUM U PSL POST PC64 TOP ECCLO666SDG ! O DOWN W/ \ +BOTTOM TOP+BOTTOM/ 281FX8i O- SAIPSON SWZ SrEEWp1�I?AACNOI . 2 \ i ECCF OVV( Top 3 XTBOTTOM SDSZSR2 Ea STUD . i 5114.5114 r MrAJW 14- F a 2. 42. - � / NI , �O O N Pced ._ I'---- TOP+BOTT I I c Ni `\7�B/EL N 31 12-21 R.MmkS 112_ 3 T12X5 114- sr I ..m - — aflL6PSL DOWN W/SIMPSONGI 6e $� v 8 I a \ 2X8 LEDGER 3- FL_ f I PC64 TOP --� _--- �--_'nL`4 _ - - -- ' O. -/ �. P176T m '. I I a3 W!(3)-ROWS . ..� I 4 a / ---2x8 RAFTERS -3 V2x5 1/4. -QF SIMPSON - +BOTTOM - OVERF$AM �` 12'O.C. PSL POST SUS25J12•Ea Q L 5/ -"' �-2X8,16• a -- \ 5/' -I I «- i 9W2 DO_l�l _ 5TUD� .7 D/ OYERRT (2)4 2Y5 2.13E , _ - xv t�`t 21,A P09T�� \ 3 2x6 POST LSL 16'O.C. t1-32X8 �• •'vi i -- '-' _--• 4-�-.-,. WIN 3-1 /4x9 1/4 L DOWN 3-1314x9 114 LVL 3-13/4x9 Vd LVL. 2-2xI0 1 N • f - __.- 3-2x6 a 9W2 POST - 51 x9 2 - - Bw2 r_h1SS12x6x5/e i I'll T Q DOWN COLUMN DN N e / x 5 U4x51/4- 3-2.10 - _ __ _ ___. �o N PSL POST PSL POST PS_POST _____ 3- AME 13/4x9 Vd LVL_____ -DOWN W/ DOWN W/ DOWN W/ � _ i 2-2Xr0 HISSMx6x5/8J U (LowMa l5w ' . C-CCLON SA8'SON ECCL06 3-2.10 1 COLI/►tl4 U r - HSSIOx6x5/8 "'C-CCLO666SDS TOP PC64 TOP +BOTTOM TOP 2-ZxID 2-2x10 +BOTTOM 4 BOTTOM +BOTTOM DOWN Q N DOWN NN 3 DOWN O I W16x31 _ \ 1 ry I blI I' ) LEDGER MOMENT RAME _ -W/�3J ! \� 1 __ SW2 . y a OF SAIPSCN NI \ SDS2 12.Es - NI STUD CENTERLINE OF COLUMN HSS COLUMN ABOVE(IF APPLICABLE) .---_--- IN��� - 3-2x10 Ci / O _2-2M Y �DOWN �T TYP -�- Q 7/16' V --�\_ \_- / /, - -. •=-�TOP AND BOT FLANGE ea- S1041fE r 8W2 3 2xq m CONTINUITY PLATES -, 1 T"- / I REMOVE ' 2-2xW O '\. l P TOP AND BOTTOM / _ �.-- ---6X6 POST PLATE THICKNESS TO BE \ `, � / � 4S WELD TABS IA p r DOWNBEAM FLANGE PLUS 318' , �' i RADLSED WELD ACCESS HOL 1 -OHLU�S OR COLUMN SZE PLUS TOP AND BOTTOM RANGE 1.25'MIN .:'✓ —� — d ( SHEAR WALL SCHEDULE j II �-` - --- WF.BEAM SEE PLAN sw2____ I i o ~ H - - I ATTACHMENT AT ELY.�9 CENTERLINE OF BE 1 v $�`' N __-�n I MARK S)2E ILEVEL (SEE IJOTE/2) .---� ' I ALIC2V LVL ' O _ 8w1-_ 15/32'STRUCTURAL I SFEATHNG I( NE-ROOF -[1,11,�l•4.O,C. 13-2X6 POST U4] �. i I ONE SUE` 'DOWN �HSS.COLJMN -�------, 1 T ---•- "(\ JW2TWO SI 3TURAL I^,A-EATHNG GROUND ROOF •V O.C. su.-axncAL srEAR CONNECTION � I----- 1 2'MN.THICK SHEAR o 50.S2ON Ea AB PLATE DE51CAD BY (FLANGE WIDTH+PAT 4-SIDES) STUD' ._,_-_-.-,—_- i. ALL PANEL EDGES SHALL BE BLOCKED+ATTACHED PER SCHEDULE. ' BACKNG BARS TOP AND -----.I--L-- ' i� FABRICATOR LEDGER BOTTOM FIANCE.REMOVE 11 \'1•--__r_r_/ AND GOUGE ROOT PASSI `v u W/ i SPACE NAILS AT INTERMEDIATE MEMBERS AT IO'O.C. BOTTOM FLANGE BACKING i 5116'✓ SIN SAFI PRIOR TO BACK I 9ALXBi BAR REMOVED SDS254T•E. GOUGING AND FILLET WELDING 1I AND WED IS NS'ECTED '�' SWT STUD p Ill USE ETTi-8 B.ETACH.ES. _ _-.__.— - I ,- FOR RE-WELDING ROOT PASS I _ - w l -I , + +FOR P[E 5/18'RENFORONG wa m • -.. -.-' 2-2112 I 2-2x10 1-2X 0 _— COLUMN FRAME CONNECTIONS —�`— DOWN BEAM — HSS;COL � — ---------------- I.NO SHOP PRIMER WITHIN 3 RICHES CF FIELD WELDS.REMOVE A.FILLER METAL USED IN THE FULL PENETRATION WELDS SHALL HAVE A I -- ------- Z NO SHOP PRIMER A PREPARE URIFAC•SIOF SL -C TT)E NG F NECESSARY. FOR BUILDINGS DINGS Y V-NOTCH VALUE EN L ENCLOSED A AT 20 DEGREES F. - !..YIGP PRAQ3i(NOLLOE OVER-SPRAY)N THE FELD PROR TO WELD NO S-KW PRIMER AT'FAYING'SURFACES OF SUP-CRfiK%AL FOR BULGNGS WhitCH ARE FULLY EItCI.OSED AND HEATED DURING THE RELD WELDiNO PFtiOESS AND N SERVICE AND 2U R-LTt;AT ZERO(0) .,CCOND FLOOR AND LOW,ROOF FRAMING PLAN DECilEES F.FOR ALL OTt1ffi WELDING SERVICE CONDITIONS • , SCALE I/4 / -_.__---_-.. - FYCOR TO ERECTION TO SATISFY CLASS'A'AS DEFINED IN A5C'S 'SPECIP.CATION FOR STRUCTURAL_JOINTS USING ASTN1 A325 OR A490 BOLTS'. 5.THE MOMENT CCNdiEC'ION WELDS ARE TO BE C(NNSIDETED'PREOUAL RED WELD JOINTS', } N07 _1 11, ) II rt`11)1� i- :i. HE FABRICATOR SMALL TAKE EXPECTED WELD SHfD,`I(AfE THEREFORE THE STEEL ERECTORS SHALL SUBMIT PRE-OUALFED JOINT WELDING e PRONDE H25A HURRICANE ANCHOR AT RAFTER AND TRUSS ENICS. \TO ACCOUNT'MHEN DETAIL-NG THE BEAM LENGTHS IN CONTI"UCAJS RUNS, PROCEDURES AND JOINT DETAILS AS PER A'NS 0I1 CERRRCATE OF COMPLIANCE I FOR ALL.THE ELECTRODES TO BE USED,AND WELDING CERRRCAIES FOR ALL THE WELDERS 1 lIy1Y i /F i 5.WELD ACCESS HOLES SHALL COMPLY WITH AWS DI I-;998 FIGURE 52 ! Berman Residence , ic.101 0/n 164 Paint of Pines Avenue 1DA j Centerville,MA `eM-r-{�EN_uGINEERINGI (—� 1 SCe E N i 1 ^•�^�_ =�w.. .n.:v ; j 4 ; � (2Nd Vi•rs u2•L7E Trf+Arn LSL•re'O.C.Ft + i .. ,— �N N r� y• 1 --I- .--z J - 1 i;L ._FFiuSISV12 i (V ( DOWN COLUMN O 1 , 1 ._..:—___ —.�_�...� ! '� j ✓ PREFABRICATED WOODIROOF TRUSSES•24'OC - L � i I I; r— i�. 1 L_5(e'PL,^_0.00 J �' 1 � �\ i 1 • p i ' I , �i 2-200 r 2-2a10_ I _ 1 . HEAR WALL SCHEDULE i2 AT EDGES MARK SIZE --I LEVEL ATTACHMENT NOTE - •. - I _—t SWt U`!32'SIAUCTURAL I SHEAMNO CAWND-ROOF 1..10d•V OC. _ ___i • .* ,. • I O - 1 � . i 'ONE SIDE I h 1 I 3W2 15/32'STRUCTURAL t SFEAMNG I GROUND ROOF I IOtl 4 O.C.1 ' 1TWO SIDES - o � f NOTE: 1 ` 1 AL_PANEL EDGES SHALL BE BLOCKED+ATTACHED PER SCHEDULE. SPACE NAILS AT INfERMEDATE MEMBERS AT to,OC J . I 10 �I ry i j: SCALE V4* 1:.C' _ I' � 1 NOTE ' Berman Residence F - v F1300VE t125A ifl WrANE C'AAHOR AT RAFTER I4ND TPl1 S FJJDS.; ATE' 0/1t Or_ ..._._4__.— 16.1 Point of Pines Avenue - p CentervOle_VA ENGINEERING,' (� ' iRANY 9�IM DNp t-1 S—5 - _ --- NOTES O ES HNTS SYSTEM COMPONENTS L BE 1. DATUM ALL E SAL S T Y WEQUAQUE LAKE DATUM SYSTEM LEGEND SYSTEM O S PROFILE MARKED WITH MAGNETIC TAPE OR I H FOR MA DWELLING ONLY COMPARABLE MEANS FOR FUTURE LOCATION. 2; MUNICIPAL WATER IS EXISTING PROVIDE MIN. 20 DIAM. WAT G T d � o DESIGN: N. 0 �/ TE M D S i S V T WITHIN F N E S ACCESS COVERS 0 W TH N 6 0 . GRAD (NOT TO SCALE e N 99 „ IN CONTOUR K EXISTING C E R TO GRADE. IF UN DRIVEWAY) 0 0 DER D VEW PROVIDE OBS. PORT W TH N 3 OF FlN.`GRAD 0 3. MINIMUM PIP PITCH T P 1. I E 0 BE 1 8 ER FOOT. T'Ve uet MAIN DWELLING TO FIN. GRADE WHERE R PAVEMENT)OR G E ERE UNDE € Q�Q 99.1 NOT ALLOWED - s ( X GARBAGE DISPOSER 1S .EXIST: SPOT ELEV._, 4. DESIGN.LOADING FOR ALL. PROPOSED ST P Lake _ & CTOBE 1 4 .0 , 9 AA H F S D I FOR D BOX H 20 M 1Q MIN IMUM P R M .7 2X SLOPE REQUIRED OVER SYSTEM 5 OF COVER Q ER OV ER PR ECAST NT UR ST PROPOSED D CON TOUR o _ 41.9 MIN.... 43.9 MAX _ Gp ® 110 GP 330 D DESIGN FLOW.. 3 BEDROOMS -DES - .. 5. PIPE JOINTS T B MA WATERTIGHT. - - MIN. 0 E DE 8 4 DESIGN FLOW PRECAST H 1 8 COVER r GPD D ES G Po EL A 330 PROPOSED s USE PRO OSE U RI N 1 MIN. COVER o RISERS 4 0S H40 PVC a 4 2 C C C: H40 Q PVC 6. CONSTRUCTION. DETAILS T � 2 DOUBLE WASH D PEA TON DE A LS 0 BE IN ACCORDANCE. WITH T H1 E PEAS TONE :_ PIPE S LEVEL 1ST 2 Locus . - - La / . . . R T1 310 CMP,- 1 .00 TI V P 2 660 0 GEOTEX LE FABRIC 5 0 TLE TANK. . 30 G 0 SE PTIC 3 TEST HOLE l 40.9 �39.0'* •. 7. THIS PLAN IS FOR PR P 0 OSED WORK N NPTI TAN K . 1 0140 LY AND OT TOGAL SE CUS E A 1500 _ t % .. 300 GAL H .. � o 2 P OF GROUND e SLOPE F e TEE BE USED OR LOT IN T TEE • L LINE STAKING NG OR ANY OTHER � 38.1.6 n i o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o p o 0 0 0 0 0 0 0 0 0 0 0 0 n 1 37.9 1 SEPTIC TANK -Y 0 r O O O-0 0 0 0 0 0 0 0 0 O-0 0 0 0 0 0 0 0 0 0 0 0 O O O O p 0 0 0 0 0 0 0 0 o e o 0 0 0 0 0 0 o e o o e e P h 0 0 0 0 0 0 0 0 0 0 0 0 0 U 0 0 UM e s P PURPOSE.U OSE.- P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 A PUM P CHAMBER 4 4 p e O GAL. A 100 c USE e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 of o o p o 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 - 40.4, h 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 LIC1 LEVEL o 0 0 0 0 o p 1 MIN INT 0 0 0 0 o p o 0 0 0 0 0 0 0 2 DIM. e e e o ,� a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o e e e 0 0 0 0 0 0 0 V O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - - - O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 POLE' � o .-UT ILITY OL p o e o 0 0 3 ACM OR U o000000 DODO 00 0 E E AL o 0 00 000000 000000 Q � o � J a. PIP R 8 E FOR SEPTIC SYSTEM TO S H. 4 4 . . .. Q 40. 1 40.44 - „ , C 0 PVC. . . 6 LEACHING: 4 vc TAT .00 s LEAC SE 5 LOPE HYDRANT o , FIR E .. - e 2 N6 0 WASHED 4 Route r , .. 0 DOUBLE S EO 3 1 T N A 1 2 S ONE " 9. COMPONENTS NOT TO BE BACKFlLLED OR CONCEALED N SIDES. / LS MAY APP EAR IN DRAWI G O O O O O O O O O O O C" BO WITHOUT, o ALL SYMBOLS WI OUT INSPECTION lu NOTE NOT00000000000000000000C ON BY BOARD OF HEALTH AND 0 AD IN O C D LET TEE. PERMISSION OBTAINED F S 0 I ED FROM BOA , 00000 BOARD OF HEALTH. 00000 -o 4 - 355GPD ,, .. ., .. ., ., 10 0.7 n N H P RF PVC PI A - 2 24 X NOTE: SC 40 E C PE RATED H 20 LOADING : BOTTOM � ) - N .. ON OR MECHANI CAL 5 6 C RUSHED STONE 1 CONTRACTOR 0. CO ACTOR SHALL BE RESPONSIBLE 4 S.F. 355 GPD S BLE FOR CALLING TOTA L: 80 ION. 15.221 2 COMPACT � �) DIGSAF 1- 8 - -( E 8 S 344 7233 AND VERIFYINGTH ( E _ F-4 TUF TITE E LOCATION OF ALL UNDERGROUND OVERHEAD & OVE EAD UTILITIES THE U ES VERIFY ,A E , INSTALLER R SH ALL LL *T HE S EFFLUENT FILTER PRIOR T COMMENCEMENT 0 CO ENCEMENT F N .AND 4 PVC SCH 40 FIELDS, LDS 0.5 : DEEP IN 0 WORK. 4 x. 10 STO E A UT ILITIES ITIES AND AL L USE 2 2 , OF ALL AT ONS R EQUAL) OC o E L Q SHOWN S HIGH WATER K GH TER LA E ELEV. 34.8 CONFIGURATION W MOLDED IN GAS 1 AN N L OCUS M AP N1 . Y UNSUITABLE MATERIAL R OUTLETS AND BLE TE AL ENCOUNTERED SHALL BE BUILDING SEWER / DEFLECTOR REMOVED 5 BEN BENEATH AN A E D ROUND THE A NY E T INSTALLING 0 AT 0 NS PRIOR LEV E2 1NOT T 0 SCAL E SLOPE) % P 1 X L SLOPE) x SLOPE LEACHING FACT TY. Y TEM LI POR TION 0 F SEP TIC SY STEM 1 XI 2 EXISTING LEACHING FACILITY G LE C C UTY SHAL L BE PUMPED AND D H A 20 : ASSESSORS E SOR MA MA PUMP S P 230 PARC EL L 69 LEACHING REMOVED ,L VED OR PUMPED AND FILLED WI - �- LLED NTH CLEAN SANG. FOUNDATION 4 2 _ T 5 S 51 CHAMBER 41 D BOX F HEALTH TH > FACILITY AT BOA RD 0 E , AP PROVED DATE : LOCUS 13. A S WITHIN WETLAND RESOURCE AREAS FLAGGED F M A E E S L GGED BY VA AR E FLOOD cc o L OD ZON E E C ENVIRONMENTAL CONSULTING.L C L G AS SHOWN N 0 COMMUNITY PANEL A EL 250001 0 005 C. DATED REV. .NOT SEPTIC SYSTEM IN E AUGUST 1 9 19$5 E C EM STALLED 4 30 10 - 14 -PR P PROVIDE DOWNSPOUTS T R 0 D YWELLS OR RIP LINE S ES TO STONETRENCHES FOR ROOF RUN-OFF.0 UN .OFF. O ni 15. REFER TOP Y H R H LAN B 0 IUC I AND SOLIEN , LOCUS IS WITHIN AP AND^� ESTUARINE PRO TECTION N WE U A U E T Q Q LANDSCAPE ARCHITECTS FOR LANDSCAPE • DETAILS DISTRICT. REMOVE TREE STUMP LAKE 16. REFER TO PB 526 PAGE 4 FOR SEASONAL DOCK , EDGE OF WATER E 12 6 2007 RAMP AND U N N 6 1/ / STABILIZERODED S SUCTION LINE LICENSE 5 3 1---- AND E PUMP CHAMBER COVER T FINISH E VE 0 GRADE (# ZONING BANK WITH NATIVE Z G DISTRICT. RD 1 O O N 7 4x 1"STONE EXISTING 9. 1.2 17. WORK LIMIT LINE TO:CONSIST F STAKED E 0 KED SILT F NC . ,L E E FRO NT T CV ALARM AND CONTROL PANELSETBACK: 30 DOCK , L C. 5631 TO BE INSTALLED INSIDE I V 2 1 N SIDE & RE AR: 10 8 0 FUTUR A WITH ATHR BUILDING. M TO BE ON � ' tE E B RN B OOM WILL BE V 403 ALAR i V• 7 3 N IN 3 .40 SEPARATE CIRCUIT`FR M PUMP N E TE C C 0 CONNECTED T 4_ CO ECTED SEPTIC SYSTEM. PV � 0 E C TE C PIPE TO ..�.- s NE_ .. V LINE 401 PRESSURE.. E_ P R V 2 1 00 0 GAL H 10 S AI F N DETAIL 0 CONNECT T T NK D 0 SEPTIC TANK AT MIN. 296 PIT H BACK TO PC N 0 LO W POT S) C SLEEVE BA , 0 P E TO D RA IN ( ONE OF 2 SL OPE 600 GA L UN WHERE R E ERE CROSSES S WATERLINE FOR 1 I IR E LIE 0 0 ETHER SIDE OF SMALL W E T V F R TW , ALARM ON D EXIST. VEGE ATI E BU FE BE EEN ' FIELDS.: � RESERVE WEEP HOLE CROSSING. B AT WIT FENCE FLOAT SWITCH E q EDGE. OF WATER AND EDGE OF LAWN N k PUMP ON CHECK VALVE. SETTINGS _ O EXCEPT AT DOCK N P 1 N 8 TEST HO LE LE LO GSWORKING V •. ---�. 0 GRANGE „ ! ` TOTAL UPLAND AREA ZOELLER "WASTEMATE� OT L TEMPORARY ACCESS FOR N F � 4 51,127f S �._... SUBMERSIBLE M0 EL M2f3 1 P P ,, I" STUMP REMOVAL.AND 62 D 2 /2 H PUMP PUMP OFF U 8 SYSTEM OR E UAL Q � 1 R ( ) DAVID F AHERTY R.S. -S 7 STABILIZATION. RESTORE L , , E2 55 1 ENGINEER. AREA ONCE COMPLETED.-N., o0 0 I � o00 DODO 00 '� o00 DODO 00 - 4 .�.. DONNA MI RANI IRS v 408 -- 0 D , W TN� PROP. DOCK I ESS. s 1 ACCESS GATE , z � NOTE. SEPTIC TANK AN PUMP I D U OCTOBER 27 0 SHED R DAT . 2 08 1 Q CHAMBER ARE NOT RATED FOR E PU MP MP CHAMBER u N VEHICLE LOADING / 131 9 � q _ 2 M N/INCH I ., T PERC. RATE 1 (NOT 0 SCALE) V . V--307 N ,.. ,. PROP. WORK LIMIT LINE' � � BORDERING LAND SUBJECT TO .FLOODING.:(TO ELEV. 35 0) 12398 � EXIST. LAWN � CLASS OILS P# O FFLOOR s V 44 ELEV. 2 8 , F RYWELLS. R00 D +I PROPOSED p SEASONAL /. ,. � � 'k INFILTRATOR QUICK4 HI CAPACITY OR 40 DRY WELL .- � APPROVED EQUAL GRAVELESS WE co DOCK , i L E i E EV ELEV. ELEV. IN� sroRa E ♦ I � SYSTEM 1 UNIT. PER 1000 SF ROOF-M ELEV. TREE BRUSH AREA G / ONLY. Q 4 RE UNITS TO BE SET IN COARSE-SAND „ „ Q i42.7 Q_., 1 42.0 4 0 0 29 �++, - - o I> COORDINATE DOWNSPOUT LOCATLONS WITH - 0 _. 42.2 r. .. 1 V 305 T.,, ARCHITEC FIELD ADJUST TO AVOID A A A A SHED i EXIST., T E S i U / r r i w y i i ,1. ..' f JLJ •v ..• TI _ i W,. _ _ LS LA q► LS !f;3 VE __ .,RE 0 i PROP DWELLING ; . ._..PROPOSED �. i I e,r i i APPROX. UN UIT -- ♦ 1 Y 5 ABCIE i . 0 R 3 10YR FND 1 � , ,♦ 2 3 2 1.0 .�. 10YR 3/2 2. \ / / / 10YR 3 2 LEACHING i,> ,, / o ♦:' \ 7 6 � : � EXIST � �' C � E S , 8 7 /j AREA. � N STO E t^ R� NOTE: SEPTIC TANK AND PUMP CHAMBER ARE NOT DESIGNED DECK / EMOVE �. N E T C E DES G ED o � . B B R E 1 D � F R HIC A ING_ 0 VE LE LO D B 4 0 EL 5. z \ Z 1 2 1 / / 3 ::V- I a / REMO E f LS LS z \ / LS UNSUITA LS V BLE •♦ 1 \ UNSUITAB LE BLE�i /i � UNSUITABLE // , ♦ G� UN j , SU TABLE Q w 1 XI TING \ HIGH WATER LAKE ELEVATION 34.8 > ca E S 10YR 10YR` 6♦ 5 6 5 1-'iOYR I �, „ 5 6 a / \ 10YR 5 6 BARN TA NATURAL RESOURCES , DWELLING •, (BARNS TABLE N L ESOU CES w ( 19 24 i u . Z 0 6 ; 1 \ 2 1 AR OF - & BOARD 0 HEALTH)XS TING O O / / i E � C 00 c EXI TING IN s W L G D EL v. V 303Z , 1 4 TOP FNON 1 , 0 . / = LS LS � I V 41., ELE 9 UNSUITABLE LS BLE UNSUITABLE LS I ; UNSUITA BLE UNSUITABLE 2. Y , i 5 6 3 2.5Y 6 40 39.4 38 3 .. / / 40 2.5Y 6 3 2.5Y 6 3 38.8 39.5 39 EXIST.E S f BARN B S SEWER LINE FOR 10 EITHER k SLEEVE E M G 11r k V 302 i F CROSSING WITH WATERLINE J P SIDE 0 C SS E T C2 C2 C k ERC t C2 ce N C2 t SLAB O 45.3 FENCED S I A N S ARY • E S ECE S 1 G 2. 0 ll PERC 0 FND / N GARDEN. CB S E 0 w I D E X E TI N C . FD / 2 : r I , A 8 N G K J M CS MCS k MC S _ M CS P 1 N - Y1 RE LOCATE WATER AND GAS DINES AS 4 ..` : I.G. OAK � - - c R �- REQUIRED TO ACCOMMODATE .NEW O I Q SAVE0 J WA TO CONTINUE T 13 11 , . - DWELLING TER CO NUE 0 BE O 2� ( 31.9 32.5 128 OBS. WATER OBS. WATER 32.2 11 9011,11, � 085. WATER 2 3 .7 THROU H NEW NG T OBS. WATER 2 , - O SUPPLIED G DWEU.0 0 EXIST. ST I N c.o ♦t, EX STI G COTTAGE C n �� r ,2.5Y 5 6 2.5Y 5 6 „ w. 2.5Y 5 6 � / 2.5Y 5 6 / TH4 0 144 120 / / Exlsr. 30.7 32.0 132 S 31.9 120 / I .� 32.2 5 3 BUILD NG � V REMO Cm CERTAIN COTTAGE FOUNDATION Sa" • .WATER SLAB .. PLANTINGS TO BE REMOVED REFER TO 1 0 : Q• PIT ( _ 1 Q PAN o I LANDSCAPE L COVER 0 ) R 9N' \, LAWN TH EXISTING; 3 BR TITLE 5 ITEI PLAN _ <v 2 1 COTTAGE: 0 _ • OF BE NCHMARK ;, FFLOOR :: L N J 1 N 18 AK . ., NAIL I 0 � V 8 i _ XIT. P Q ELE 3f?U R E S 1 y 4 � V �� WE A UET 5 _ 3 DECK n n i r 33 O ELEV-41.9 � s o 0 � 2 o 164 P,. CJ NT F PINES FND � . 12 CONC POSTS OAVENUE 11 GUY , � LAKE IRE E XIST. o ON 2 X2 CONIC PADS COTTAGE � f AS AREA S E ENT x � C ERVILLE - L-5.20 - A T _ S � K q DEC \ F \ R-145.33 � 2 0 - . R F u V 203 PREPARED FOR F' I N J F - o 0 E _ h �J L 3.89 � 20 o 40.00 N R / STEP , \ ` i CB 0 / co FND _ 0 D N UE F '1 TY EXIST. LEACHING AO U ti E ROGER� AC & ANNE BERMAN P -= . UNIT � P PROPOSED 15 - CA U ATI N OF EXISTING IMPERVIOUS VS./ CALCULATION 0 Ew � NOVEMB R 14 2008 P w • IMPERVIOUS SUBJECT TO ALTERATION WITHIN 100 BUFFER E S S REV. APRI E L 29 2009 (PAVEMENT, SHED REMOVAL) \ Q ZONE. / / z 20p _ r REV. 4 9 1 , 0 (SMA LLER BARN) • F Q / / C B r EXISTING. ROOFED DWELLING, PATIO WALKWAY. 1914 S Q R 4 REV. 14 t R 0 0 (REMOVE PROP. w 10 0 HS E ) i R F _ PERATI PINT PROPOSED: BARN DWELLING, PORCHES: 3589 S _ o LL REV. 4 20 10 (SL EEVE WATERLINES MOVE E SAS REV. 4 21 10 (SA S) S IMPERVIOUSTO B R M REMOVED (PAVEMENT) 1715 SF / \ ) EXISTING E E0 E 0 REV 12 8 10 DW EL . & A_ L S T. SEPTIC) 201 I- / / C BL N S F IMPERVIOUS: 4 SF 5 ET LOSS 00 REV 1 4 11 COVERAGE CALCS EXISTING PAVEM ENT TO BE _ / / ( ) A S: SHED BUOYANCY C LC •.PROP. RAMP ..REPLACED WITH.GRAVEL , RE PROP. 6 FENCE H 10 ST WGT 11480 LBS SHO CB ACCESS GATE 150o GAL ( � REV 5 27 1 1 HSE DRIVEWAY 1590 SF WITHIN 100 OF / / r ND RESOUR CE ARE _ _ REV 6 7 11 IM P RV. .4 4235-LBS UP OK E CA LCS 4 x10.5x5.67x62 _ V 101 _ � a ) TO REMAIN V 102 EXISTING BITUMINOUS PAVEMENT E h s 7 / 2 50 5 100 REV 7 7 11 DWELLING 1000 GAL. H-10 PC WGT 8240 LBS , / / C - PM CAPACITY G 67 LBS UP OK CAUTION: GASLINE AND OVERHEAD 1.9x8.5x4.83x62.4 48 ( ). 'A PUMP CURVE FOR MYERS SRM4 4 10 HP PUMP _UTILITIES PRESENT IN AREA OF.SEPTIC �• AS / U off 508-362-4541 jNOFMq <c9� sq SYSTEM �L ss +� fax 508-362=9880 � q� o yG � y DANIEL N O G '� D NIE A A L N downcape.com © � �, � A. I OJALA u o � OJALA CIVIL No.4098 own co a en inteecin Inc. Q 0 d p �l No.46502 •P e- �� ' o Scale: l = 20 F ( ES cr vit engineers O 2- STE . � F Go Q S VE S N R S c land' E surveyors N L 1 A L 939 Main Street R to 6A 0 10 20 30 40 50 FEET O73O6 YARMOUTHPORT MA 02675 - _ DATE DANIEL A. OJALA, P.E., P.L.S. -- _- - 0 306 DWG S80