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HomeMy WebLinkAbout0270 NYES NECK ROAD c3 _ - - � •� o '.. � = '� .. .. ,> � r, ' .� .,' - � - �r '�� n 1 V a 5 - a I� � � . ,. a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map . . Parcel Applicatior4 gag Hea Division Date Issued ��Y lth 2 Conservation Division Application Fee ' c Planning Dept. Permit Fee �r Date Definitive Plan Approved by Planning Board pCe- r P Zo' Historic - OKH _ Preservation/ Hyannis . Project Street Address 07� u E S N E C k- 2 G 69-b Village CPln�-e rua 1-e Owner Sa�,d Ge,-YuS Address Q 7 Q 0v,-s N ejC Rd- Telephone Permit Request Sca`eek, C L.(j ►-k rvt u c ' ;)OrC Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay project Valuation 600 Construction Type Wov Lot Size Grandfathered: ❑Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) C7 --� Age of Existing Structure Historic House: ❑Yes O-No On Old KingPS ighway: ]Ye o Basement Type: ❑ Full ❑ Crawl Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.f Number of Baths: Full: existing new Half: existing neap Number of Bedrooms: existing 6 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas �LOil ❑ Electric ❑ Other Central Air: 0 Yes �I- o Fireplaces: Existing New Existing wood/coal stove: ❑Yes vp",No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: M existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes Po If yes, site plan review # Current Use Proposed Use -APPLICANT-INFORMATION (BUILDER OR HOMEOWNER) Name l Cl Cry rrp l ' Telephone Number q-�2 6-7(4 Address 'C License # ('0.w CAS Fc l V46J44 M 14 Q)SSL Home Improvement Contractor# �� 1 Email r l' ( Q � t. r d wt Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TOn SIGNATURE DATE 5--/ r FOR OFFICIAL USE ONLY APPLICATION# l DATE ISSUED MAP/PARCEL NO. 4 ti ,t r ADDRESS VILLAGE OWNER i DATE OF INSPECTION: FOUNDATION s�woj-&s l•��Fo.-rJGs U2 �o( o Y a FRAME IaUltl M� w e INSULATION FIREPLACE at �4 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL e i CAS: ROUGH FINAL FINAL BUILDING II�LS� DAT7 CLOSED OUT i AS-aO- GRATION PLAN NO.. f The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston,MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): D:;Lc)U .:- f Address: laC+��IC(T City/State/Zip: R. I:I w10uYA Mif Phone#: :!S_0V- 56q 6 76 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I k. employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2.99`am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g,' Demolition working for me in any capacity. employees and have workers' [No workers' comp.insurance comp.insurance# 9. ❑Building addition required.] 5. 0 We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees.[No workers' 13.❑Other r comp.insurance required.] 11 *Any.applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and.state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER_and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do h erebylgV under the pains and penalties of perjury that the information provided above is true and correct: Signattire: b�a Date: Phone#: Official use only. Do not write in this area;to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their-employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as-"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance.or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,1AGL chapter 152, §25C()states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call.the Department at the number listed below. Self-insured companies should enter their - self-insurance license number on the appropriate 1me.' City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A co of the affidavit that has been officially stamped or marked b the city or town may be provided to the PY Y P Y tY Y applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of lavesttigations 600 Washington Sheet Boston,MA 02111 Tel.#6 17-727-4900 ext 406 or 1-877-MASSAFB Revised 4-24-07 Fax#617-727-7749. wwwmass.gov/dia oFTME Ta�ti Town of Barnstable Regulatory Services g' Richard V.Scali,Interim Director ' a►rAPi" Building Division Tom Perry,Building Commissioner 200 Main Street Hyannis,MA 02601 www.town.barnstable.ma.ns,,. Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete.and Sign This Section If Using A Builder I, � t rk' �3�� ,as Owner of the subject property hereby authorize 2Q-4 to act o y behalf, ��JV:', 22oL t- in all matters relative to work authorized by this building permit a�D 09S f�ccrL Eb (Address of Job) " Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or,utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner ? Signature of Applicant Print Name Print Name .Date u Town of Barnstable -_ Regulatory Services ... oFztae Toyti Richard V.Scali,Interim Director Building.D1vislon RARNC-1,131 _ Tom Perry,Building CommissionerhMM - 9� 163.. ��� ' 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508 862-4038 Fax: 508-790-6250 HOMEOWNER LICENSE EXEMPTION _ Please Print DATE: JOB.LOCATION number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A.person,who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be reMonsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Appi-oval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." , Many homeowners who use this exemption are unaware that they are assuming the responsibilities'of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness_often results in serious problems,.particularly when the homeowner hires unlicensed persons..In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. n•�nrocrr❑c�r�va rc\1 7�:nc w4mit fn..-XT XPRFSS_doc . 4 Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supen•isor l &2 Family. License: CSFA-060265 x, DAVID A CARRQU ram"`+ �'�•, 12 FEDERICK B DOUGLAS RD N FALMOUTH MA USg Sri'%'' Expiration Commissioner 03/08/2015 Ganri�ac,,zr„e«///,.���,''���i�sarc/rure(.(s• License or registration valid for individul use only, (3ffice of Consumer Affairs&Busi ess Regulation before the expiration date. If found return to: ME IMPROVEMENT CONTRACTOR Type Office of Consumer Affairs and Business Regulation - egistration: •-123111 10 Park Plaza-Suite 5170 xplratlon 1200l2014 DRA Boston,MA 02116 CAP[--COD REMODELING AND DE"' J ,. CAVID CARROLL 12 FREDERICK B DOUG,L Not valid without signature N.FALMOUTH,MA 02556`' " Undersecretary C3 m 8%8 (2)2X10 P.T.BEAM P.T.POST W/PC48 POST CAPS 8X8 P.T.POST I I A Q I � Q I r W 8X8 P.T.POST 8 ._>?n RIDGE W a 8X6 Do (2)2X10 P.T.BEAM 8%8 8%8 (2)2X10 P.T.BEAM .8%g (3)2X10 P.T.BEAM S - Q d P.T.POST W/PC48 POST CAPS P.T.POST P.T.POST W/PC46 POST CAPS P.T.POST W/PCBB POST CAPS P.T.POST II a 2X8 RAFTERS/CEILING JOISTS @ 16"O.C. m FRAMING NOTES ROOF FRAMING PLAN ° FLOOR BRACING BLOCKING S CONNECTIONS SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO TRUSS OR JOIST SPACES AND SHALL BE SPACED AT A MAXIMUM 4 FEETON CENTER.NAILING REQUIREMENTS ARE:BLOCKING TO JOfST-2-8d FOR COMMON NAILS&AT EACH END. BOOR SHEATHING FASTENINGSHEATHING FASTENING NAILING REOUIREMENTS ARE:3/4'T&G CDX PLYWOOD OR EQUAL. NAILING TO BE 8d FOR COMMON NAILS WITH SPACING AT S'EDGE/12"FIELD. W LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 10'-W _ Z U NON-LOAD BE ARINp WALLS TO HAVE A MAXIMUM HEIGHT OF 20'0 w WALL SPACING TO BE 2X4®18'O.C. L�J WALL AT GARAGE DOORS TO 2X8 @ 18'O.C. 0 Z EXTERIOR WAS WOOD STUDS:LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 8'4r W NON-LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF B'-8' U) Z f" WALL SPACING TO BE 2X8 p 18'O.C. WALL AT GARAGE DOORS TO 2X8®1W O.C. Q W STUDS IN GABLE END WALLS:ADJACENT TO CATHEDRAL CEILINGS ROOFS ROOF OVERHANGS TO BE V-0"OR LESS. SHALL BE CONTINUOUS FROM THE CEILING DIAPHRAM OR TO THE ROOF DAPHRAM. HURRICANE TIES TO BE SIMPSON H2.5A. 0 cm DOUBLE TOP PLATE:SPLICE LENGTH-4FT.MINIMUM WITH 14.18d COMMON RIDGE STRAP CONNECTION TO BE SIMPSON LSTA75 NAILS EACH SIDE OF SPLICE. 1/2'CDX PLYWOOD FASTENED WITH 8d COMMON NAILS®8'EDGE-12"FIELD. WALL OPENINGS:HEADERS TO BE 2X10 WITH 3-FULL HEIGHT STUDS(UNLESS NOTED). GABLE END WALL RAKE W/LOOKOUT BLOCKS TO BE 8d COMMOM NAILS EXTERIOR WALL SHEATHING:SHEATHING TYPE TO BE 1/2"NAILED 4'O.C.EDGES/12"O.C. W 4'EDGE-4'FIELD. ^ IN FIELD.SHEATHING(FULL SHEETS)TO SPAN FROM RIM JOISTS/BOTTOM PLATE TO TOP PLATE. BLOCKING TO BE PROVIDED IN FIRST TO RAFTERS/ROOF TRUSSES p 4'-W O.C.. J` F 0 R T E® MEMBER REPORT Level,Roof:Drop Beam PASSED 1� IG 3 pieces) 2 x 12 Southern Pine No. 2 Overall Length:10' 0 — 0 10, L 0 All locations are measured from the outside face of left support(or left cantilever end).Alf dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 2089 @ 2" 8899(3.50") Passed(23%) — 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(lbs) 1576 @ 1'2 3/4" 6792 Passed(23%) 1.15 1.0 D+1.0 S(Al Spans) Building Use:Residential Moment(Ft-lbs) 4880 @ 5' 6823 Passed(72%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Deft.(in) 0.071 @ 5' 0.322 Passed(U999+) — 1.0 D+1.0 S(AII Spans) Design Methodology:Aso Total Load Defl.(in) 0.110 @ 5' 0.483 Passed(L/999+) — 1.0 D+1.0 S(All Spans) Deflection criteria:U.(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 10'o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. Applicable calculations are based on Nos 2005 methodology. Bearing Length Loads to Supports(Ibs) Supports rotas AWih W Required Deer Snow Total Accessories 1-Column Cap-steel 3.50' 3.50' 1.s0° 739 1350 2.089 Bladdng 2-Column Cap-steel 3.50" 3.50" 1.50' 739 1350 2089 Bloddng •Bloddng Panels are assumed to carry no loads applied directly above them and the full load is applied to the member bang designed. Tributary Dead Snow Loads Location Width (0.90) (1.15) comments 1-Uniform(PSF) 0 to 10, 9' 15.0 30.0 Residential-Living Areas Weyerhaeuser Notes SUSTAIN FOResTrry INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design eriberia and published design values. Weyerhaeuser e)Wes*disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Bloddng Panels and Squash Blodcs)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operates edB,;yns {% 3 . Forte Software Operator dob'Notes 6/13/2014 1:05:17 PM shawn bissonette ;"Gams Residence � Forte v4.1,Design Engine:V5.7.0.245 Architecture by SPB LLC 27dN%es t Rd�,11 f�,107 Gans.4te (508)495-2881 Centerville,Ma. ! shawnspbdesign@yahoo.com Barnstable Pa e 1 of 1 9 t#i„ol 0 4 IC° MEMBER REPORT Level,Roof.Drop Beam PASSED 1 E 2 pieces) 2 x 10 Southern Pine No. 2 Overall Length:35'611r 0 - -- 0 P - - -- � 13.8' � 13'8' � 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:floor Member Reaction(lbs) 2346 @ 21'7 3/4" 9323(5.50-) Passed(25%) — 1.0 D+1.0 S(Adj Spans) Member Type:Drop Beam Shear(lbs) 1296 @ 12'10 3/4" 3723 Passed(35%) 1.15 1.0 D+1.0 S(Adj Spans) Building use:Residential Moment(Ft-lbs) 3095 @ 29'5 7/16" 3281 Passed(94%) 1.15 1.0 D+1.0 5(AR Spans) Building Code:IBC Live Load Defl.(in) 0.215 @ 28'1011/16" 0.452 Passed(1-/758) — 1.0 D+1.0 S(Aft Spans) Design Methodology:Aso Total Load Defl.(in) 0.329 @ 6'7 5/8' 0.678 Passed(L/494) I — 1.0 D+1.0 S(Aft Spans) Deflection criteria:LL(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 6'2 3/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on Nos 2005 methodology. Bearing Length Loads to Supports(Ibs) Supports Total Available Required . 'Dead Snow Total Accessories 1-Column Cap-steel 5.50" 5.50° 1.50' 404 734 1138 Bloddng 2-Column Cap-steel 5.50" 5.50" 1.50" 787 1559 2346 Bloddng 3-Column Cap-steel 5.50° 5.50° 1.50, 787 1559 2346 Bloddng 4-Column Cap-steel 5.50' 5.50" 1.50° 404 734 1138 Bloddng •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads location Width (0.90) (1.15) Comments 1-Uniform(PSF) 0 to 35'6 1/2' 4' 15.0 30.0 Residential-Living Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the siring of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disdains any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywV.com)Accessories(Rim Board,Bloddng Panels and Squash Blo ls)are not designed by this software Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software operator Forte software operator Job Notes 6/11/2014 8:37:50 AM Shawn bissonette Gans Residence Forte v4.1,Design Engine:V5.7.0.245 Architecture by SPB LLC 270 Nyes Neck Rd Gans.4te (508)495-2881 Centerville,Ma. shawnspbdesign@yahoo.com Barnstable Page 1 of 1 ," F 0 R T E® MEMBER REPORT level,Roof.Drop Beam PASSED I� IG 3 piece(s) 2 x 12 Southern Pine No. 2 Overall Length:36 61/2' o - - -_. — ------ ---------- - - 0 P 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Resutfs Actual @ Location Allowed Result' LOF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 4678 @ 21'7 3/4" 13984(5.50") Passed(33%) — 1.0 D+1.0 S(Adj Spans) Member Type:Drop Beam Shear(lbs) 2521 @ 12'8 3/4" 6792 Passed(37%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residential Moment(Ft-lbs) 6169 @ 6'1 1/16" 6823 Passed(90%) 1.15 1.0 D+1.0 S(Aft Spans) Building Code:IBC Live Load DeR.(in) 0.159 @ 28'10 11/16" 0.452 Passed(L/999+) — 1.0 D+1.0 S(Aft Spans) Design Methodology:ASD Total Load Defl.(in) 0.243 @ 28'30 7/8" 0.678 Passed(L/669) — 1.0 D+1.0 S(Aft Spans) Deflection criteria:LL(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 9'7 5/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(lbs) Supports Total I Available Required Dead Snow Total Accessories 1-Column Cap-steel 5.50" 5.50" 1.S0' 801 1468 2269 Blocldng 2-Column Cap-Red 5.50" 5.59' 1.84" 1559 3119 4678 Bloddng 3-Column Cap-steel 5.50, 5.50" 1.84" 1559 3119 4678 Bloddng 4-Column Cap-steel S.SO" 5.50" 1.50' 1 801 1468 2269 Bloddng -Bloddng Panels are assumed to carry no loads applied directly above then and the full load is applied to the member being designed. Tributary Dead Snow Loads Location width (6:90) (1.15) Comments 1-Uniform(PSF) 0 to 35'61/2" B. 15.0 30.0 Residential-Living Areas Weyerhaeuser Notes �SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser wartants that the stung of its products will be in anbrdance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser agwessly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Bloch)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/13/2014 1:05:51 PM shawn bissonette Gans Residence Forte v4.1,Design Engine:V5.7.0.245 Architecture by SPB LLC 270 Nyes Neck Rd Gans-4te (508)495-2881 Centerville,Ma. 1 shawnspbdesign@yahoo.com Barnstable Page 1 of 1 ® MEMBER REPORT Level,Roof.Drop Beam PASSED ®� Y 2 piece(s) 2 x 10 Southern Pine No. 2 Overall Length:12'5 1/2" 0 0 i n 12 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 1165 @ 4" 9323(5.50") Passed(12%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam, Shear(lbs) 935 @ 1'2 3/4" 3723 Passed(25%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 3251 @ 6'2 3/4" 3281 Passed(99%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.177 @ 6'2 3/4" 0.393 Passed(L/801) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.294 @ 6'2 3/4" 0.590 Passed(L/482) -- 1.0 D+1.0 S(All Spans) Deflection criteria:LL(1-/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at V 7 3/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to supports(Ibs) Supports Total Available Required Dead snow Total Accessories 1-Column Cap-steel 5.50" 5.50" 1.50" 464 701 1165 Blocldng 2-Column Cap-steel 5.50" 5.50" 1.50" 464 701 1165 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location Vgtt (0.90) ) Comments 1-Uniform(PSF) 0 to 12'5 1/2" 4'6" 15.0 L 25.0 Residential-Living Areas Weyerbaeuser Dotes (Z�SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. ll Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software'Operator Forte Software Operator Job Notes 4/7/2014 3:39:18 PM shown bissonette Gans Residence Forte v4.1,Design Engine:V5.7.0.245 Architecture by SPB LLC 270 Nyes Neck Rd GansAte (508)495-2881 Centerville,Ma. , shawnspbdesign@yahoo.com Barnstable Page 1 of 1 MEMBER REPORT Level,Floor.,Drop Beam / F® R T 3 piece(s) 2 x 10 Southern Pine No. 2 PASSED Overall Length: 18' o ------- - - 0 I 9. 9• All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 3494 @ 9' 13984(5.50") Passed(25%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 1425 @ 10' 4856 Passed(29%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) -3028 @ 9' 4279 Passed(71%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.052 @ IT 6 9/16" 0.289 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:Aso Total Load Defl.(in) 0.062 @ 4'4 7/16" 0.433 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) Deflection criteria:U.(L/360)and TL(L/240). Bracing(W):All compression edges(top and bottom)must be braced at 18'o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead FV� Total Accessories 1-Column Cap-steel 5.50" 5.50" 1.50" 296 990/-130 1286/-130 Blocking 2-Column Cap-steel 5.50" 5.50" 1.50" 894 2600 3494 Blocking 3-Column Cap-steel 5.50" 5.50" 1.50" 296, 990/-130 1286/-130 1 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Live Loads Location Width (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 18, 6' 12.0 40.0 Residential-Living Areas Weyerhaeuser Notes ♦ SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software operator 8 . ' 7 Forte Software Operator Job Notes 4/7/2014 2:43:21 PM shawn bissonette Gans Residence Forte v4.1,Design Engine:V5.7.0.245 Architecture by SPB LLC 270 Nyes Neck Rd Gans.4fe (508)495-2881 Centerville,Ma. shawnspbdesign@yahoo.com Barnstable^ . . - Page 1 Of 1 1, ,� O ® � liC ® MEMBER REPORT Level,Floor:Drop Beam PASSED �Y G 3 piece(s) 2 x 10 Southern Pine No. 2 Overall Length:36'3 1/4" 0 0 ITS, � T 13 a• a a a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System i Floor Member Reaction(Ibs) 3027 @ 22'1 3/4" 13984(5.50") Passed(22%) -- 1.0 D+1.0 L(Adj Spans) Member Type:Drop Beam Shear(Ibs) 1563 @ 23'1 3/4" 4856 Passed(32%) 1.00 1.0 D+1.0 L(Adj Spans) Building Use:Residential Moment(Ft-Ibs) 3830 @ 30'3/16" 4279 Passed(890%) 1.00 1.0 D+1.0 L(Aft Spans) Building Code:IBC Live Load Defl.(in) 0.213 @ 29'5 1/2" 0.460 Passed(L/776) - 1.0 D+1.0 L(AR Spans) Design Methodology:ASD Total Load Defl.(in) 0.284 @ 29'513/16" 0.690 Passed(L/582) - - 1.0 D+1.0 L(Alt Spans) Deflection criteria:LL(L/360)and TL(L/240). Overhang deflection criteria:LL(2L/360)and TL(2L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 13'8 3/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(Ibs) supports Total Available Required Dead too Total Accessories Live 1-Column Cap-steel 5.50" 1 5.50" 1.50" 366 1030 1396 None 2-Column Cap-steel 5.50" 5.50" 1.50" 693 2302 2995 Blocking 3-Column Cap-steel 5.50" 5.50" 1.50" 705 2322 3027 1 Blocking 4-Column Cap-steel 5.50" 5.50" 1.50" 358 1008/-29 13661-29 1 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Live Loads Location Width (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 36'3 1/4" 4' 12.0 40.0 Residential-Living Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Bloch)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator ,lob Notes 4/7/2014 3:11:01 PM Shawn bissonette Gans Residence Forte v4.1,Design Engine:V5.7.0.245 Architecture by SPB LLC 270 Nyes Neck Rd Gans.4fe (508)495-2881 Centerville,Ma. shawnspbdesign@yahoo.com Barnstable Page 1 of 1 ® MEMBER REPORT Level,Roof.'Drop Beam PASSED ® R T 2 piece(s) 2 x 10 Southern Pine No. 2 Overall Length:35'6 1/2"' + + o - - -- 0 13'8' 7'9" V 13'8" All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(pattern) System:Floor Member Reaction(Ibs) 2086 @ 13'10 3/4" 9323(5.50") Passed(22%) -- 1.0 D+1.0 S(Adj Spans) Member Type:Drop Beam Shear(Ibs) 1157 @ 12'10 3/4" 3723 Passed(31%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residential Moment(Ft-Ibs) 2760 @ 6'1" 3281 Passed(84%) 1.15 1.0 D+1.0 S(AR Spans) Building Code:IBC Live Load Defl.(in) 0.179 @ 6'7 13/16" 0.452 Passed(L/910) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:Aso Total Load Defl.(in) 0.293 @ 6'7 9/16" 0.678 Passed(L/555) -- 1.0 D+1.0 S(Alt Spans) Deflection criteria:LL(1-/360)and TL(1-/240). Bracing(W):All compression edges(top and bottom)must be braced at 10'11"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Column Cap-steel 5.50" 5.50" 1.50" 404 612 1016 Blocking 2-Column Cap-steel 5.50" 5.50" 1.50" 787 1299 2086 Blocking_ 3-Column Cap-steel 5.50" 5.50" 1.50" 787 1299 2086 Blocking 4-Column Cap-steel 5.50" 5.50" 1.50" 404 612 1016 I Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location Width (0.90) (1.15) Comments 1-Uniform(PSF) 0 to 35'6 1/2" 4' 15.0 125.0.3 Residential-living Areas Weyerhaeuser Notes T SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator r Forte Software Operator ,lob Notes 4/7/2014 3:28:37 PM shawn bissonefle Gans Residence Forte v4.1,Design Engine:V5.7.0.245 ' Architecture by SPB LLC 270 Nyes Neck Rd Gans.4te (508)495-2881 Centerville,Ma. shawnspbdesign@yahoo.com Barnstable Page 1 of 1 i F 0 R T E® MEMBER REPORT Level,Roof:Drop Beam PASSED 1� IG 4 piece(s) 2 x 12 Southern Pine No. 2 Overall Length:12'6" + + o — -- o 1r 6". a a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowd Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 2638 @ 2" 11865(3.50") Passed(22%) — 1.0 D+1.0 S(All Spans) Membef Type:Drop Beam Shear(lbs) 2119 @ 1'2 3/4" 9056 Passed(23%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 7810 @ 6'3" 9097 Passed(86%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Deft.(in) 0.134 @ 6'3" 0.406 Passed(L/999+) — 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.209 @ 6'3" 1 0.608 Passed(L/699) — 1.0 D+1.0 S(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Bradng(Lu):All compression edges(top and bottom)must be braced at 12'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral . bracing is required to achieve member stability. Applicable calculations are based on NDS 2005 methodology. Q Bearing Length Loads boo Supports(Ibs) Supports ',Total: Available Required Dead Snow Total Accessories-- \ 1-Column Cap-steel 3.50' 3.50" 1.50" 951 1688 2639 Bbddng 2-Column Cap-steel 3.50' 3.50" 1.50" 951 1688 2639 Bloddng •Bbddng Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary .Dead Snow Loads L.owNar tirdtb (0.90) (1.15) Comments 1-Uniform(PSF) 0 to 12'6" 9' 15.0 30.0 Residential-Living Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser wainan s that the stung of its products will be in accordance with Weyerhaeuser product design aiterla and published design values. Weyerhaeuser a pvssly disclaims any other warranties related to the software.Refer to current Weyerhaeuser li erature for installation details. (www.woodbywy.00m)Aaceswries(Rim Board,Bioddng Panels and Squash Blocks)are not designed by this software.Use of this software is'not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator f- Forte Software Operator Job Notes 6/11 2/2,014 1:07:59 PM Shawn bissonefte :b�ns Retsidemce fir y 17 Forte v4.1,Design Engine:V5.7.0.245 Arct; .!re by SPB LLC 1Y10 N7)cts Nectk'R 'tfj }f:UG Gans.4te (508)495-2881 Centerville,Ma. shawnspbdeW.@yahoo.com Barnstable Page 1 of 1 •aa..a�a LS cr t:1 � ��=�3 o a m F- LLd o EE 17171-mol t a ETJ Tat i aE 3� 0 ao , G O Lu N , LLI ® ® ® O m a n v � Z a a w PANEL PANEL GENERAL NOTES: PROPOSED FRONT ELEVATION A. 1.Before final Drawings and Specifications are issued for agencies to insure shall be compliance with all governing building PORCH/SCREENED PORCH ADDITION agencies to insure their compliance with all applicable local and national codes.If code discrepancies in Drawings and/or Specifications appear,the Designer shall be notified of such discrepancies in writing by Builder or building official,and 0 allowed to alter Drawings and Specifications so as to compty LLJ with governing codes before construction begins. Q 2.Upon written receipt of approval from the governing official, U Y approved final Drawings and Specifications shall be submitted REFER TO 2009 IRC Z (J LLI to the Builder by the Designer. �i! } =&8TH EDITION MASSACHUSETTS CODE p W J 3. If code discrepancies are discovered during the construction NI C%I S a A Z J process,Designer shall be notified and allowed ample time to w remedy said discrepancies. � —' Coo 4.All work performed shall comply with all applicable local,state LLJ cc and national building codes,ordinances and regulations,and C/) Z � all other authorities having jurisdiction. Following is a partial C.All manufactured articles,materials and equipment shall be applied, Z Z list of applicable codes in force: installed,erected,used,cleaned and conditioned in strict Q n LLI accordance with manufacturers recomrrsendations. 0 CV 0 B.All contractors,subcontractors,suppliers,and fabricators,shall be. D.All alternates are!at the o}�tion.,rof te�Bulder and shall be at the responsible for the content of Drawings and Specifications and-foi .BUildeYs��gquesL�c�nstdic ed'In at dlieoll to or in lieu of the the supply and design of appropriate materials and work Weal construction,as indicated on Drawings. performance. E.ARCHITECTURE by SPB LLC is not responsible for any plan discrepancies. LA 1Bulder&Fjomeowner t}review pla s^b fore start of construction. 1 „F`i1 :t L o a } m W 7 11 IIIIIIIIIIIIIH II u � oV t mom nE „off�LL 3 oQ W N W i i i ■ C m EL a a w PROPOSED RIGHT ELEVATION UJ 0 0 wo Z Y � U w w 0 Z J PROPOSED REAR z w ELEVATION z N z [A21 o m Ld E Q 12'_0' E 0 g- mFF n Zaom aE g �LL o «� ° w m w q SCREENED a PORCH bq m a 11 cn v v m v w Z J Q QV COVERED ZCOVERED PORCH PORCH B A LU cc Z Y steps TO Q W J DRIVEWAY J Cr W C uj Z Z 0 C'3 ui NU PROPOSED PORCH LAYOUT A3 o m F— Ld o s 11 ~m003'o aE I AJ m �pgi 7 a e l 30 ao 0) •, o co -- -------------------------------- r (L n U) v v NOTE:SONOTUBE FOOTING TO BE AT In R BOTOM OF RETAINING WALL ELEVATION Z TO MAINTAIN INTEGRITY OF EXISTING RETAINING IAILL. c W 3 W ______ _ _______ ° a a m w NOTE:SONOTUBE FOOTINGS TO BE Q LOCATED AT BOTTOM OF SEPTIC TANK IF N O § CLOSER THAN 5'-0°TO SEPTIC TANK. Fp - 4'-0" I T-8• 7-91 13'-8• ---------------------------- .__._________________ __ __ __ ______________ APPROXIMATE LOCATION OF SEPTIC TANK PER A.M.WILSON W Q ASSOCIATES SKETCH. Z Y ui U L — Z .--_ 12°CONCRETE FILLED (n J SONOTUBE 4'0 BELOW UJ % • — GRADE ON 24°151 cr lUJ ir BIGFOOTFOOTING. } LU z ______________________________________________________ 0 0c^� 0 PROPOSED SONOTUBE LAYOUT 1 S o 2X10 RIDGE 2X8 RAFTERS } 2 1 2"CDX ROOF SHEATHING dt ul P.T.LEDGER BOARD W/GALVANIZED 4 ALUMINUM FLASHING& HURRICANE TIES H2.SA HURRICANE TIES H2.5A 5"(2)LEDGERLOK Pit,D.C. 2X8 CEILING JOISTS H (2)ZX10 P.T.BEAM (2)2X10 P.T.BEAM 2X8 RAFTERS U 12 1/2"CDX ROOF SHEATHING Q 4 HURRICANE TIES H2.5A SCREENED PORCH 2X8 CEILING JOISTS (2)2X10 P.T.BEAM E u 2X4 P.T.WALL SYSTEM �m im cA oo- t0c PORCH 2X10 P.T.DECK JOISTS uj - C. to it. I �d 0 (2)1/2"DIAMETER THRU-BOLTS W/WASHERS. BEAM MUST BEAR FULLY SECTION B W 2X70 P.T.FLOOR JOISTS ON 6'X6°NOTCH WITH A MIN 6'X6"P.T.POST. !0- HURRICANE TIES H2.5A 3-2X10 P.T.BEAM 6X6 W SIMPSON BC66 BASE CAP P.T.POST F DOUBLE JOISTS6X6SIMPSON ABE66 W/5/8"ANCHOR BOLT 1 P.T.POST - d@ EACH SONOTUBE I 11 U) -t 12°CONCRETE FILLED W Z SONOTUBE 4'-0°BELOW u , ' WGRADE ON 24" Q BIGFOOT FOOTING. �U) SECTIONA P.T.LEDGER BOARD W/GALVANIZED P.T.LEDGER BOARD W/GALVANIZEDLnALUMINUM FLASHING& ALUMINUM FLASHING& 6X65°(2)LEDGERLOK 909 O.C. 5°(2)LEDGERLOK 9$ILO.C. P.T.POST U w j F O (3)2X10 P.T.BEAM a . N U I Q Z Y W W L 0 J Z 6X6 (3)2X10 P.T.BEAM 6X6 (3)2X10 P.T.BEAM 6X6 (3)2X10 P.T.BEAM 6X6 DOUBLE JOISTS 6X6 Cr LU LU w Cr P.T.POST P.T.POST P.T.POST - P.T.POST P.T.POST Q Z 1 . w O 2X0 DECK JOISTS @ 16"O.C. (D N U DECK FRAMING PLAN S2 o a �}1 m 6X6 (2) P.T.BEAM P.T.POST W/PC46C46 POST CAPS 6X6 P.T.POST V I UI F V 00 6X6 i P.T.POST to« x d r os 3$s a� r F 3m w Y 6 RIDGE �' W O ;m 6X6 (2)2%10 P.T.BEAM 6X6 6X6 (2)2X10 P.T.BEAM 6X6 (21 2X70 P.T.BEAM 6 -_ d P.T.POST W/PC46 POST GAPS P.T.POST P.T.POST W/PC46 POST CAPS P.T.POST W/PC46 POST CAPS P.T.POST II U) a } 2X8 RAFTERS/CEILING JOISTS @ 16"O.C. m Z w 3 w FRAMING NOTES ROOF FRAMING PLAN ° FLOOR BRACING BLOCKING&CONNECTIONS SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS - IN THE FIRST TWO TRUSS OR JOIST SPACES AND SHALL BE SPACED AT A MAXIMUM 4 FEETON CENTER.NAILING - REQUIREMENTS ARE:BLOCKING TO JOIST--2-8d FOR COMMON NAILS&AT EACH END. - FLOOR SHEATHING FASTENING NAILING REQUIREMENTS ARE:3/4'T&G CDX PLYWOOD OR EQUAL. NAILING TO BE ed FOR COMMON NAILS WITH SPACING AT 6"EDGE/12'FIELD. LL 0 WALLS Q LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 10'-0" U NON-LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 29-0' - Z Y WALL SPACING TO BE 2X4 @ 16"O.C. UJ V LLJ WALL AT GARAGE DOORS TO 2X6 @ 16"O.C. - � Z J_ EXTERIOR WALLS w w WOOD STUDS:LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 9'4' } W NON-LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 9'-9" WALL SPACING TO BE 2X6 @ 16'O.C. Z Z Z WALL AT GARAGE DOORS TO 2X6 @ 16'O.C. STUDS IN GABLE END WALLS:ADJACENT TO CATHEDRAL CEILINGS ROOFS ROOF OVERHANGS TO BE 1'AO'.OR LESS. ♦♦Q� Ly SHALL BE CONTINUOUS FROM THE CEILING DIAPHRAM OR TO THE ROOF DIAPHRAM. HURRICANE TIES TO BE SIMPSON H2.5A. V (V V DOUBLE TOP PLATE:SPLICE LENGTH=4FT.MINIMUM WITH 14-16d COMMON RIDGE STRAP CONNECTION TO BE SIMPSON LSTA16 NAILS EACH SIDE OF SPLICE. 1/2'CDX PLYWOOD FASTENED WITH 8d COMMON NAILS @ 6-EDGE-12'FIELD. WALL OPENINGS:HEADERS TO BE 2X10 WITH 3-FULL HEIGHT STUDS(UNLESS NOTED). GABLE END WALL RAKE W/LOOKOUT BLOCKS TO BE 8d COMMOM NAILS EXTERIOR WALL SHEATHING:SHEATHING TYPE TO BE 1/2'NAILED 4"O.C.EDGES/12"O.C. @ 4"EDGE-4"FIELD. IS3 IN FIELD.SHEATHING(FULL SHEETS)TO SPAN FROM RIM JOISTS/BOTTOM PLATE TO TOP PLATE. BLOCKING TO BE PROVIDED IN FIRST TO RAFTERS/ROOF TRUSSES @ 4'-0"O.C.. SEPTIC SYSTEM MUST BE s ffice •(1st floor): TALLED IN COMPLIANCE y F THE tOr Assessor's map and lot number ....,� ... .'. ���.......... Board of Health Ord floor): �,� ENVIRONMENTAL CODE AND • Sewage' Permit 'number ..... TOWN REGULATIONS : BARNSTAME. Engineering Department (3rd floor):�/� oo M639• 0� House number .......................................�....: 9".'.'.�............. 9''�aNnY°'� APPLICATIONS PROCESSED 8:30-9:30 A.M. and; 1:00-2:00 P.M. only A P P R O V I TOWN OF - ;,BA,RNSTABLE Barnstablu Conservation Commis1f1IILDIN,G'1--- INSPECTOR Si ae g �PPI.ICATION' FOII��MIT TO .......... l D TYPE OF CONSTRUCTION .............. i- �. .......rn`A�.:..... �.. r�Cl ........t rLi! w(.4......... ................................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location N �� kl c...............................° 2 ° .1 .1�,! C_� VLti41�...�.3.�....1`� '—• J ProposedUse .. ........ . ....... .5. ..0 ...L1..! :. --..................................................... Zoning District �� — Fire District .......C..�� v-t Vi4 ......................................... ........................................................................ .................... . RONAW L• P/1L�� t JVA/YIT,4 M SUJLrG� Name of Owner ......`. . ........Address Name of Builder ......... ...............Address ...6.0..... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ..................... ..........................................Foundation ...P. ��L� 4���2 �..... .. ................... Exterior ....I,J .......�. ..... ...U b� bU c��c1...Roofing ..........G�.:S.�.. -.A t..................:............................. Floors ........... ........og�'A........................................Interior .............?� 1. f1.. ..��4 ............................... Heating .Q.7..... ........................Plumbing ............ ✓C_....'f .....�.6. ! ::......-................ Fireplace ..............p .............. ....................................................Approximate Cost .......... O O . . Definitive Plan Approved by Planning Board ________________________________19 Area .......................................... Diagram of Lot and Building with Dimensions Fee �l®/ 4V SUBJECT TO APPROVAL OF BOARD OF HEALTH SSd0 �►1Ci_ � zz � � V-P- �Io OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. 0ion � S(L jl iq Name ...... ....................................... Constr upervisor's License . .(. 9.3..1............. 1 SWEET, ALBERT ri - 3,4•F 1.8• permit for T*o•..S •Or ....... .S ??gle,,Family.Dwei L nJ............ _. o st ! • Location ...ZU...NyC SP...9 ••.. ....(LQt• #6) ....C ay........ ..................... Owner ....Abet...SWe. ........ . • Qr' Type of.C6nstruction ....F1.0ig e..r cs `..... ......j.............. ........ ..................... Plot ............................ Lot .. R r• Y . Permit Granted .... ctq�e•r••••7..,...,....•..19 91 r Date of"Inspection 6..�.—�............19 .. Dt'e Cpleted ........S 19 s i r fi C-) �', •'" �' l ;tom 4u wf •.� ® - BARNSTABLE MASSACHUSETTS au 1� , y:�� - nr�r =006 x 461"� October 7, < 19 91 PERMIT NO. DATE Oct i ,APPLICANT Silvia & 511V1a ADDRESS_ 619 Man Street, Centerville #01693 ' IN0.) (STREET) ICONTq'S LICENSEI NUMBER.:OF PERMIT TO Build Dwell ng `:- (.2) STORY Single: Family DWellincr DWELLING UNITS..�� + (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) - 270 Nyes' Neck Road Centerville yy zONING AT-(LOCATION) --- / t (Lot 1/6) DISTRICT (NO.) (STREET) BETWEEN AND (CROSS STREET) - (CROSS STREET) �:•� SUBDIVISION LOT LOT BLOCK SIZE BUILDING ISTOBE FT, WIDE By FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCT.I, TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE)': ... _REMARKS: SeWaQe #91-387 Bond A4tA oa - 1338 Sq•VOLUME .cc ESTIMATED.COST 200 000 MIT FEE 109.00. CUBIC/SOUAREFEET) -, .OWNER �iAlbQrt - ADDRESSM yet Neck-ROad C"ent@rV� lle BUILDINGOEPT. 5> /... c BY F. ,:_ ..-'' i - - 1.'. �.y:.::.�.:..,_ •...c+L..u.._�._.+._•y_:iuv_n.�._+•~..�...u...J._�. .. PLE SUBDIVISION REST IONS I SUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDIT CI OF ANY APPLICABLESUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL INSPECTIONS REQUIRED FOR APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR I.. FOUNDATIONS OR FOOTINGS. • ELECTRICAL, PLUMBING AND MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALLNOTBE OCCUPIED UNTIL MINAL INSPECTION TI TO BEFORE FINAL INSPECTION HAS BEEN MADE, 3, FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBU FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 2 tVJ 3, HEATING 4SPECTION APPROVALS ENGINEERING DEPA�iT,(vv1ENT 9 (�v L BOARD OF LTH 14t> OTHER SITE PLAN REVIEW APPROVAL L WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT W!LL BECOME NULL AND VOID IF CONSTRUCTION TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE INSPECTIONS INDICATED ON THIS CARD CAN I CONSTRUCTION, PERMIT IS ISSUED AS NOTED ABOVE. ARRANGED FOR BY TELEPHONE OR WRITTI NOTIFICATION. YM[> TOWN OF BARNSTABLE 34618 Permit No. ................ BUILDING DEPARTMENT 1 """ I TOWN OFFICE BUILDING Cash 6�0 �OyYi HYANNIS.MASS.02601 Bond ................ CERTIFICATE OF USE AND OCCUPANCY Issued to RONALD L. PALMA & JUANITA M. SWEET Address 270 Nyes Neck Road, Centerville lot #6 USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, .AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. s May 15 92 19................. . ................ Building Inspector TOWN OF BARNSTABLE BUILDING DEPARTMENT 2 B IST : TOWN OFFICE BUILDING rua i 59' �� HYANNIS, MASS. 02601 MEMO TO: Town Clerk FROM: Building Department OA DATE: 10 11 /9 An Occupancy Permit has been issued for the building authorized by .� �/ ' Building Permit $�. »........................... ........................... »»...... »...... �. issued to % .. ���- / ►! ._ .__.... Please release the performance bond. ,i I I I I I I I i•8;'OOC. I ' I r - W I Rao C Nll' rI e I I — li 11 I mt.ltwtsRr . LOFT MASTER BEDROOM AR E jr I :lo1D jF ,y RaD Ir roD O q w olrtw.urr -E2= I'.. _=01NING-ROOM FLH ILY ROOM !... F,x 3 I _ FM I 1�10 R 19 04840E 'S — OILY we_. I JLL iYT wLL11111. -pecT No ol•zBv. 4•I . c nv POLY wgw RE�10[M RONALD PgLH4 74GN IT43W CET•— SECTION t v� i, i I i 6ECTIO 4 SECTION•B /SIOTING 7Trp TYPIC4L.2 PL.,.— , I —T--- it I I I I II I I I I� ( I ' 1181�d � .I . �1 F•c•._ � � I "fII OIL I mLfIR N'COYY �� -- I - Ppwrcr Wo al-:eq uv �C ISO• ia' ,�.ROWeLD PAL114 .. SWEET Sllvla L Silvin J • I c��ii w TAW Mdal lCes��a6 W I�rt z. 1 . lo' 1c'�v 134i'1' Io'a>,- I I aa' ION»' ssmv> ' y NR NLII 11 � ..,jag. -3/ 34% RJM Ob f/16'111i'_.. .... 31if1 0. 31310 143D 11]IO B'.w E*o- MW 11314' 3't571-1 Tlb- ..-. ........ 1 1 , ' •-0lNCo14L LL I i __ - --- -- - - --=t--- --- ----- UBR4R'( _ BEDR0011.4-i:_ YIn5TER1BEDROOr1- i : J : WALK 11 _BEDRooq:Z-_. I' i 't•vINGRn�__.._. _ _ _ b _ _ � _ �. - - - \ i ...... -- i - ._ .. .___...- � .almo____...._-3110"-'.:':-r--3+nw ..:Imo" s110 1R-_ ... ._._ 3'P I T __, _I .J?P L11• :3Y:-. 1 - EW ft=WA A0N4LD P4LM4 N Io'c ar E1391 ' a.•�RJS r 'Iba.s•AaullYn ul ��: "^^„••n+:ia a:.faaae fcaenoca an /a3 • • ' I •c .••'�/ Assessor's office_(1st floor): -' O THE --Assessor's map and lot number ...... Q � Board of Health (3rd floor): �� o Sewage Permit number ........................................................... t B9HaSTABLE• S Engineering Department (3rd floor): �. 9oc MUM � House number .................. a OR APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only. t- "'PR0VE:D Barnstable; Cone, vatioT& S nN OF B A R N S T A B L E 30 LDIHG INSPECTOR Signed D e APPLICATION FOR PERMIT TO ............ .... ....................................... ......................................... TYPEOF°CONSTRUCTION ... ........................................................ ........................................................... ; TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .. ....... �.0 K.......0�. Etl(T��'LUi t LC' C!!'� P....Z3 ....1� ..��.......... ProposedUse ...�5 ..............�-...................................................................................................................... Zoning District Fire District ...........��....1 ...... .. ........................................ - Name of Owner 5 ..�.:�.4...........Address .............................................. .................................................................................... Name of Builder S�.�..V..l.. .. .S.s.�.V..).. ..................Address (9............... _ !u`...... �1.....�":P�-F..... �( P ............. ............ ... Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..........................A1.4................................Foundation .............................................................................. Exterior .4�..r�................................Roofing .............. 5 !`.!`. .. .............................................. :.......................................... A/�� C Interior ......... Floors ............................... .................................................. ........................................................................... /V Heating ..................................................................................Plumbing ...........j................... .................................................. ... ................. Fireplace .............................................................Approximate Cost ....... v6. ......... ................................... . Definitive'Plan Approved by Planning Board _______________________________19________ . Area .. / Diagram of Lot and Building with Dimensions Fee GV .. .-SUBJECT TO APPROVAL OF BOARD OF HEALTH ' SEC l�(T �C. C E C- � r 7-C �L k/ qC OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ......... ............................................................. Constru n Supervisor's License ....Of(o /'u� ►SWEET, ALBERT Permit f p DEMOLISH - . �e° Family r;Dwel� . ri........... ....... �fr _ ... ....vt.; .0...9................ IQ e Ne 1 Location .N.y.... ............ck Road .. ...................... .nt� er�ville � .. ........ � - . l d � • , Albert SW y.e. .....w .............. _ _' ', I Owner .... ............... 1 Type•of Construction 'Erame. rr Plot` Lot ... . .. ....................... r r September ,.. , , Permit Gran,ed 19 .....................:.......... Date of Inspection ...... ...... ........19 , �Pate q Completed ........./..Z .Z . . -,, 4 4 i (Cer lb sCS to r� W. 7 Asa `ao�od Psv0•�- I JO � 52. ABANDO N 1.3.4�1'40 W NN z �- , Ir WA<J Yw i ca Ln 0 A.M. Wilsor Compiled. — - .� ,o Associates . . � h ^ . y Istoble � Inc. look 170 1 - Actual 91 Located On 2 Os 5( Dn Complies o'�'r a Drawing Tlt/a Th a To wn t 99 e Ot e !rveyor plan Vew Date: Se a Scale: 1 "=30' Field: J V Check: Drawn: J.V 1 T0UN OF BARNSTABLE 7 f i i i F J -713►bv �w yes ° LOCUS, Co Sp p8' !y D 1 �L IQ& f ti° LOCUS MAP l � ASSESSORS MAP 232 PARCELS 3 t G na / ASSESSORS MAP 233 PARCEL 28 \ REFERENCE DEED: 27799 PAGE 251 i REFERENCE PLANS: BOOK l PAGE 53 2� O BOOK 170 PAGE 45 n° W NO_ ZONING DISTRICT: RD-1 QO rNN OVERLAY DIST:GP*SALT WATER ESTUARY EXISTING LOT COVER BY STRUCTURES <I I% / 4 CO BUILDING SETBACKS: FRONT 30' SIDE*REAR IQ' LOCUS NOT IN A SPECIAL FLOOD HAZARD ZONE Oy ZG, MAP NUMBER: 25001 C05G2J O EFFECTIVE DATE:JULY I G, 2014 O O © O W cr 0 O_ 'A/ / LOTS 42B,49A 50A I HEREBY CERTIFY THAT,TO THE BEST OF MY TOTAL AREA G5,571 S.F. ± r KNOWLEDGE, BASED ON AN INSTRUMENT SURVEY, (INCLUSIVE OF 25'WAY) IF - ---___. _ y__ THE 5TRUCTURE5 SHOWN HEREON ARE A5 / FND. y` THEY EXIST ON THE GROUND ry' L,00, 4 y ,. NG30 42' 50°E / DATE STEPHEN J. DOYLE PL5 25.39' ,....,� p `ShFQ �► \A OF lAss�� IF / Q� �S PHEN 00ll� PND. p� e��R TIMBER FRAMED SCREEN '� J. ► o �� DC��'�E N50 34 PORCH UNDER CONSTRUCTION + PLOT PLAN e a =EX15TING : _ TIMBER FRAMED PORCH O / ° °G �' PREPARED FOR Y ° pWELLiNG �� (D �1l m O ° _ /\ UNDER CONSTRUCTION co ( � O ° #270 // O `� #270 NYE'S NECK ROAD LOT 425 / Q — = LOT oy " ° CENTERVILLE, MASSACHUSETTS G `' \ I DATE: JULY I G, 2014 >I10 ry ° \ S6�Q \LO_ 5CALE: 1" = 30' C / �' g29 LOT4 o�\ 40 pp / cs O30,�W 544° 5 PLAN RevIslONs: 1 83, 1 07/31/14 DECK FRAME REVISION / J 05 30„W V� n�0 4° Gq 35 V FND. 5 54 0 0 EXiS�\NG 25 �,/iDt TR/� Ol IF FND 1 12•p3 0 30 60 4A0 51 30„W Feet 5 SCALE: I"= 30' 2G.G P 5TEPHEN DOYLE AND A550CIATE5 42 CANTERBURY LANE EAST FALMOUTH, MA55ACHU5ETT5 0253C TELEPHONE: 508 540-2534 5JD5URVEY@AOL.COM A Locus on Can ternlle c earse 90 / Pond W� Zone D-1 / M Setback R irementx Stony Front 30' Pt. i Side 10' �o I Rear 10' 1 Long Pt. / 0 Locu Scale:1'=2083' Project n ve: j Sweet Residen ce 6 63' L 3.82 • on _ 14� Nyes : s ��• Neck Road �. (Cen terville) I, • Bcrnstable, cfl Phs O For. idto ,� �. Juanita Sweet 14196• • N' 52.16 -" - - ABA/yppNNEp 2 _- N 13 4140• W Z WAY N. ter : 46 w ) Notes• N 3 i Property Lines Shown Hewn Were Comp#ed c" • A.M. Wilson From A 'Plan Recorded At The Bamstable $ AssociatesCIAssociates i County Registry Of Deeds In Plan Book 170 Page 45 And Do Not Represent An Actual :, °' Inc. " Surmy On The Ground. The Foundation Shown Hereon Was Located On The Ground September 30, _1991 Z 911 Mob Street .. ; Oetarvie 02655 Cart/ That The Asbuilt Foundation Complies I �• �� 508-428-1430 W►th the Setback Requiror»ents Of 1hs:Town � $� 2 Of Barnsfabla Drawing Title: .ram RALPH s o HAfiLOt"/ -� 9y1� Ii ro�.E 6�1 v e Pl o t No.26097 �c/sTR , i , Edge 01 Plan Q i Professlonal Land Surveyor d Plan We Scale: 1 "=30' Date: s t 30 1991 Dw9 No: .L K a Qfiedr. P..d Drawn: J.V..B. Job No:2.055d o Sheet 1 of 1 AL Locus Mad • LD cQ AL C9 AL AL AL ���•� Centerville Lien dAL _�� AL AL x/etin Contour 4AD A / Propo ed ontour -- � El �` 9 r' Water Elev=35.2" � / � Z Wetland Fiag C (June s, 1991) L , � ij o Beorse 00 Wet/and AL !h AL AL �` D4 Water Elev. =34.8' / 9 Pond A 5 ,dl� �.-� cr (June 6, 1991) 0 a 000- AL AL AIL AL jD6 - 0 a AL� Stony �� AL AL . ron c. AL Pt. 6 - LocksAL AL AL Propo"d AL AL 46 AL D� / 'c \ 40. Long Pt. � (•lo thesline � � \ � AL LOCU PROPOSED air X I8,X I,6 ,5 l ��� � \. �s ,e LEACHING FIELD AIL f / 4 FERFORAtED ELF A Scale: 1=2083' e / PVC PIPE Existir 9 \. Pro Title: (./J�G1E LFA(�l/NG (resoweld :c� AL Project 2 4' FIELD) B X spin e,_ :.�r AL AL MOVED �/� n N. AL Swee t 46 t Story f 1 /� V AL � AL i AL Residen ce / - \ Wood Frame ,J - +�gstone � Ol / j / Alf \ I t tilit _ <' ///// rd! ,0• on Pole '(. A JL (ct 1) �PrrpOsd 1500 Gaol. �„f Post � Nyes ign _ _ f oa t _ _� 1 Neck o u ¢ Ro// Fen o 40 — — — L� r \ ucZi otorr- _ - - - - - - - � _� , - - + Track T d(p j Pillar, -- ' v � - -�. � ��*1 Road � U_a- - - ` B (Cen terville) c utility Post & Rail Fence- ] o- � � \ Pole III` yg y(4�82 � I � P,5. �Ielc 1 � � � — 4° A as \ ° ALL ,a ,�� AL � 4AID I �` r °� �� t Barnstable, �p Q� �. :3ituminous !� C o G�ATREWXt'IODTFL4G TON \ � _ )rivewoy f ;.,,4 ()Cr -Seasonal FloatsMC. Neil y ! Scale: 1'�= 30 AL � Priparrd For: A, e -- ,W. J AL AL 0 30 60 75 Feet A 6 AL "� �- Juanita Sweet e�- Top Of Foundation El.= 48.0' Test Pit Data r q el Indicates . Indicates Perc _-- Groundwater — —.�-----.__.,_—.. 9 OUTLET ` Test - (Observed) 4'' PVC.(TYP) __ _ ._. ____ r H45.7/ �� p c 4��PERFORATED PVC PIPE AT.X5%(TYP) 'F Tank Sox - _ _ - 2" /i8"- v2' WASHED A.M. Wilson STONE Associates Ground El.= 39.5 / 1500 Gal. 44.98" 44.8/ v a �n o To soil Pit No. #1 45"5/ _'k �45.34 4467 Inc. Subsoil 37.5 C. JOII P.E. 6 CfdJSHm STONE — 3/4 -/ I/2 WASHED STONE 43.5 Test By. __., y _ __ Medium 6-13-91 Bottom Of Test Date. Leaching 911 plain Street one Witness: E. Barry B.0.H �-- 10' f 18' �— 91 35.0 ADJUSTED HIGH Ostw4le/MA 02655 Sand 33.5 Perc Rate: <2 Min, nch Foundation - Tank Lok - D- - o - FlowdlffusqL GROUNDWATER 508-428-1450 Design Flow: f Drawing Title: 4 Bedroom O 110 GPD/Hedroom = 440 GPD Notes: 1. Unless otherwise noted, all construction Existing Cesspool To Be Pumped And methods and materials shall conform to Backfilled. Subsurface Septic Tank Requirements: Title V of the state environmental code 8 Drywells To Be Provided For Roof Runoff. Adjusted High Groundwater = 35.0' /500 GAL. TANK, and any applicable loco/ regulations -1 PropertyLines Shown Hereon Were Complied use 500 440 �1,5 = 660 2, Precast concrete septic tank, d-box, From Plans Of Record And Do Not Represent Sewage and leachingfac/llt to withstand H-10 An Actual Survey On The Ground. Ground El.= 47 2 y }/ _ . __...__ _._ loading unless under pavement, drives, E/evatlons Are Based On N.G. V.D. To soil 46.2 2 or travelled ways where H-20 loading This Site is Not In A 'ZONE OF CONTRIBUTION- Disposal Subsoil Pit No. —_- _�_ 45.2 Leaching Facility Requirements: shall apply. Per September 1989 'UPDATE OF TOWNWIDE ZONES -14.z- Test By. C. Jo//X P.E. Town Of BarnslaLl R AA =440!,pd. =.TSGaI./5Y/Dnr= J. All pipes in the system shall be schedule OF CONTR/BUT10N OF PUBLIC SUPPLY WELLS". Test Date 6-13-91 587 Sf. 40 or equal 12. fF 1E T EIWLNEER 70 SUPERVISE /NSTALL-ATION OF SEPTIC Design [Medium Witness: E. Bon;v B.O.H 4. No field modifications to the sewage C - - --� disposal system shall be made without Sand Perc Rate: SZMIp,jQ�b -N -__ prior written approval of the engineer REVISIONS and the loco/ board of health. Date: Jul 1 1991 Dw No: Leaching Faci/ity Provided: 7-29-9/ LEACHING SYSTEM 9 5. This system Is not designed for o 33�X/8�X I�GL�EP FIELD 8-26- 9/ DESIGN FLOW, l-EACHING SYSTEM Design: P.J. 33.2 AA = 33X18 = 594 SF, garbage disposai unit. WE7LAND FLA6 Check: Medium 594 Z x .75 GO((SF oV =_445GPD 6. STUD&' NOT TO BE USED FOR RESIDENTIAL. 8- -9/ NOTES, LEACHING PIPES Drown: a/.V B. no-Sandy 32.2 PD zR�sEs. Note: Per 71t/e V. Th/s totem Nte�dd Hc►� cater For Job No: 2.0550.0 Sheet 1 of 1