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HomeMy WebLinkAbout0082 CASTLEWOOD CIRCLE �a 6to&6()Oo)c TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 44 MapParcel v A lication # pp Health Division Date Issued k74-7k% l Conservation Division Application Fee .; i Planning Dept. a'Permit Fee Date.Definitive Plan Approved by Planning Board j -'Historic - OKH _ Preservation/ Hyannis -- Project Street Address 10?� -S°';{'� - " Village �A�" N I� (� ` ���a m L o p T �7T� Owner c D q�-,�A" �'SV Le W o C4ddress?'o\ Ca skl og 'Wand CL Telephone Permit Request �� �I 6.ut G /%0VA)4- SW 1,,"Ao4 Lockwj Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation S 5.9 9 8 a� Construction Type Lot Size `�_ ®1 SC - 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: SK211 ❑ 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: 0 existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: XGas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes )(No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new sizeiSPool: ❑ existing Xnew sizeAT Barn: ❑.existing ❑ new size_ 9 Attached garage: Xexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# N- r ZE Current Use Proposed Use " APPLICANT INFORMATION, (BUILDER OR HOMEOWNER) CD �&nkName W M%A) �_5 S' } lephone Number 77 3c( Address _ License # QW Al% S. D IG 0 Home Improvement Contractor# � (49& J\tMd t A-C- _S + CI: Worker's Compensation # Is (o `i 07 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ZJMt SIGNATURE DATE a • l Z r FOR OFFICIAL USE ONLY ty- APPLICATION# ^ DATE ISSUED ' MAP/PARCEL NO._ ADDRESS VILLAGE ' OWNER 4 DATE OF INSPECTION: --,,.-FOUNDATION t FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL k PLUMBING: ROUGH FINAL :GAS: -=r^_ - ROUGH E Al = . FINAL "w :',FINAL BUILDING- .13 e DATE CLOSED OUT ASSOCIATION PLAN NO. t The Commonwealth of Massachusetts' . c ^, Department,of Industrial Accidents Office of Investigations ;`u j 600 Washington Street j Boston, MA 02111 'Y c www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LeLyibly Name(Business/Organization/Individual): S [+wV, . ( Address: City/State/Zip: ®,AjAhS p Phone' 77k4 AVI n employer?Check the appropriate box: Type of project(required): 1. am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on-the attached sheet. 1" 7• ❑ Remodeling ship and have no employees These sub-contractors have 8.'❑ Demolition 4 working for me in any capacity.M workers' comp. insurance. 9. ❑ Building'addition [No workers' comp.,insurance 5. ❑ We are a corporation and its _ required.] r officers have exercised their 10:❑ Electrical repairs or additions 3.❑ I am a homeowner doing'all work` right of exemption per MGL "I I.❑ Plumbing'repairs or additions' myself. [No workers' comp: c. 152, §1(4),'and,we have no 12,❑ Roof repairs s insurance required.] t employees. [Noworkers' u 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'.compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins Lic:#:" (0 d�. Expiration.Date: i Job Site Address: �` �.SAAe-Won T&c M S- City/State/Zip: "1_10( OL 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 hereby certif tnder the pains and pen ties of perjury that the information provided above is true and correct. Signature: Date:' Phone#: Official use only. Do.not write in this area,6,be completed by,city or town official I 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, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if 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 line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which,will be used as a reference number.iln addition,an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-NIASSAFE Revised 5-26-05 Fax # 617-727-7749 www.mass..gov/dia r• -•'=i•-_. a• a.'.r •�.I tt• a_ s _=tea .�` :a s^1li.a _ ^a :• _ _ l . ' .T._ r • J�- �r_ rr{���R�.�'�+��� n'��`�•F`�ti�...,_• �.t'��!.a L�� • - .•� • . . • - -- • •• 1 t• pt3oouoi;fz� =-�C" Y -" - - _ 4v+t���x'•:��•_�-� .: . .. � - #a'S list .". t..6: tiPGF�i1�'CIL7l+I Antanla F Mono f:s1 cu 1 ��L91lIbT�l� �5 i��I�i 3��UPt]tt#'#}$E��f�3'1�4CMA 424 Sta�cnM Rd `�f-'T'f`JSCM�'9 S 140 END,MaFND OR �. Fell River.MA D2«5 Aim THE ffr�A�ED UY�E PO UCTES SE-LOW R�40 59t 1N!5URED t o � Fs JW'-"F M Ct7i�91 ANY Steven a"na D11A Swfmming pw spa vasip iQ3 Enterprise Ro K�ranntS.f� A 02601 CL1R�f - :..:� : _.•_ Wit:rt •g_ a�� _ t, -... ., I TFf?S IS T R�?�iE T Ptl�.t !i g �f�1it',aE i�C � f i iF g TGTW f �M015D�ROVE FOR 7tt"sPQLiCYP 2IGDtNDICATEtt ttii i:faf{�} pe t+aiw.'YP Ite? 3 t7.3ERM oft£`owIxSj4';oFf;myco GOC+Jik9EN'ftM3iiRESP�C1'7�i1�taN'Tt€i6 sc mpOYE�R�7F#�i � _.._ �t7f��� i�Q�'fTEE i'i 3L[CiE3l3ESCR�Fii mid tS ;� €'Ir'Mz a' � •'}C `+ £ }off ?EDESUCH PauMES_twirl Stiown ! AAlaY WA1le SEi:N nEC![fCF.tT i3i(P�ca,�V,tE� + 'r;a IOU— i 7 i�l+es+h�a�:�� x t�ii,t3GC; ir!_�esfi5s .s x^ £:F�Si s . . ....w a b�a r ..t..�.•.. r `_--'-.-.ear 1 S i..Sy�.x-L..Ln«.i�3...:_"Y.-� :2.:+R.•w •_..+_[�- r.M vi�iaa^.1L�` .-. ( .. = 3=�`_._=:—':.ai 3vac___.__ _ ._.-.-�-..-�__,--•--+._--tee .. -_, f Pip P aAxrrslxac a Thonaas F�Geiler- Diree€or Mass. a 9 a63a �W® Tom"FerrY, $u.Rdmg Commissiamer )00 main sheet, ilyannhs 02601 • Fax: 508-%94-�23� n�,re- 508-862-4038 Prop Complete and Sign Tifis Section -If Using A Bider } ,as Owner of the subject property i to act on my behaL; herebyauthors SW i nnna 1/01 sn aR matters relate to Woik autho_ zed bythis building pest application for. r S ature o Date K � S J�-, rint Nam Q:Ft3R1e4s:L'�NIdER� 3SS�tl?� GENERAL NOTES: JOINER pm1. POOL CLEARANCES To BUILDINGS AND PROPERTY LINES SHALL TURF ROMAL BE ON ACHDORDANCE WITH LOCAL AND STATE RMUIREMENTS.. r I p UwIr LINE 2. THIS PLAN GOES NOT INCLUDE LOCATION DN PROPERTY AND GRADING INFORMARON. - w� 3.ALL CONSTRWMM SHALL BE DONE IN ACCORDANCE WITH ALi r•--f L .. .. LOCAL AND STATE: REGULATIONS. BUILDING CODE COMPLIANCE: c:s - r_ 1. POOL IS DESOGNEO AND SHALL BE CONSTRUCTED IN . a COMPLIANCE WITH THE WTERNADONAL RESIDENP L CODE ---- rjSC, RID" V03) IN ACv'OROVWtE MTN APPENDIX G AND ORO I DSAND ON-GROUND�RE51D NMtSWS1WRirDINC p0o0 SPAY 2- WALL BARRIER IS IN CONFORMANCE AMVNSNI S�vI WMt; 1 POOL REOUIR]I4LMS. -- - 3. NO ONTNO BOARD. --- -_--__ - k 4.ALL PLUMBING CURRENT A MU EDCTRICA, WORK SILALL COMPLY W(W THE-- INSTILLATION: I. POOL S1.4ALI. BE INSTALLED IN ACCORDANCE WRH EASE AMCIE - MANUFACTURER'S 3NSTRUCIIONS. 2. SITE PREPARAriON: RI OVAL OF DRAW SPREAD EASE WRH Sm/sioNE OUST AND OOMPACf AND LEVEL .- YEFALJC 6ELT PER YAH A4T M'S 1NSUhK3J0NS. F SPECIFICATIONS AND FEATURES: E CYER L SEE PLAN S1WM AREA SEE PLAN I " - 48' [1.22 MI OR S2- [1.32 M]. CORRUGATED ST;M WALL : PLAN _ TOP ROTECIVE POLYMER WALL COATING EAT STEEL TOP SEAT - MODEL T06 RESIN TOP SEAT - MODEL 186 AfJD 268 - POWER AND STEEL COPING OVAL SWIMMING POOL - UPRIGHTS STEEL UPRIGHTS - MODEL LOB AND 186 POOL SIZE ''A B C D E f 0 H RESIN WV)GM - MODEL 206 AND 218 jW4' [37x• 7.32] 29-e [764I 4'-0'CLO] 6'-6'0.96] 12'-D'[3,651 Ir-r 13.411 -D I/2'[2.75j 1--0' [0.82] 6' [0.151 -MODEL GALVANIZED DBBOTT 3/"SE[UR-LOCK'TRACK IS'x24' 145E x 7.32] 28'-D- [T.62I Y-B'Ex 26] 8'-0'[�44] 9�D^[7.75] 2F-9' [6.321 1D'-4 i/!'[3.16] 3'--0'[O,B b' - 20 MIL VINYL LONER W1TH TRE:VIaEJP LOWING OWEL SYSIE [320 qQ [0.15] 15'x3N (437 s 5.15] 31'-0' [9.44] 7-6'(2.74 8-0'[2 443 1S'__W K 7I 2"' [Er321 IV-4 T/Y[116I 3-D'10.42] 6. 10,15] 18i173' [SAS'x 10,04 S4'-O' 00-30 9'-0'[2.75] 9'-6'[2 0] 15-0'(457] 23'-S' [724] 11'-B 1/2'[3.5MI S'-0'[U Q2] 6' 10.15] $IECiE BO= ["---I - DENOTES METRY 1�.6 ��,,,' yy Iy41°"I mhl8►1rALLAT00N cxPnoN: �COMM tFx� PE;6MODEL TREVI O4Q8-48EI4W218 TYPE A ASSEMBLY WN BELTS -AS SHOWN. OVAL SWIMMING POOL ASSEMBLY WRIT CONCREEE " Jt (WITHOUT BELTS) -AS PFR MANUFACTURER WSTRVCnOKS 1L p l t+uT,e+ �` Q14B''186,219B+Z16 �= Office of Consumer Affairs and Vusiness Regulation 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home Improvement Cotttractor Registration - -- - Registration: 130666 - = Type: DBA Expiration: 4/6/2012 Tr# 295294 The Swim Pool Spa Sale & Ser, Makes Steven Senna P.O. Box 3612 = —------- E. Falmouth, MA 02536 Update Address and return card.Mark reason for change. Ei Address F-1 Renewal U Employment L Lost Card )PS-CAI is 50M-W04-G101216 e TDa�rrnxova�uea o /�Z/a�sa�u®e�la Office of Consumer Affairs&Butiness Regulation License or registration valid for individul use only oi'JIE i,PRt3' AENT CONTRACTOR before the expiration date. Hfound return to: a0istsaiion _=130666 Type- office of Consumer Affairs and Business Regulation h Expiration 4161Z0.12 DBA 10 Park Plaza-Suite 5170 , c <i w€a�5,i1i h MI$u B6 ENCLOSURE FOR OUTDOOR PRIVATE S G POOL FIGURE 4 COMPLETED ENCLOSURE MEETS CPSC, NSPI BOCA&SBCCI BARRIER CODES LATCH RREIYASE % yI MY F LOCK Y oa 0 LATCH • , , , 1 'ago _ - 1 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 22 _ o Map J Parcel D Permit# 7 D63 Health Division 0 �`OO�y Date Conservation Division • l `Ogg Fee s U Tax Collector � . -Treasurer Planning Dept.t. � O Checked in By �- 0� Date Definitive Plan Approved by Planning Board �� Approved By Historic-OKH Preservation/Hyannis v Project Street Address U� �/�S u/ooi7 e j2CLL Village A-w S Owner J©wA) &I tJ CXC-R Ho FG Address �o2 t�'�szcu��oD Ci 2CLt= Telephone 5 U 8 - 771 r L6 7.�• t o ,(ty Permit Request r? �� w N Nc Rdoyk& (ADD ,��d T -,-c.�4�- 2e na- 6-1-- Nt-W 40.017i o-k,) S Q ... T-0 ,3 1 y 0 Square feet: 1st floor: existing proposed NO 2nd floor: existing proposed Total new f W Valuation � q,o00°°e Zoning District Flood Plain Groundwater Overlay Construction Type WOOD Lot Size 767 Grandfathered: AYes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family �4, Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes 4 No On Old King's Highway: ❑Yes /I�No Basement Type: AFull ❑Crawl 0 Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new = First Floor Room Count Heat Type and Fuel: XGas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes 04 No Fireplaces: Existing t New Existing wood/coal stove: ❑YesNo v Detached garage: existing ❑new size 3 50 Pool:❑existing ❑new size Barn:❑existing ❑new,' size: Attached garage:❑existing Cl new. size Shed:❑existing Cl new size Other: =( Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Cf? , Commercial ❑Yes ❑No If yes, site plan review# _Current Use Proposed Use BUILDER INFORMATION Name - D?`\-yt_jD L Telephone Number Address :1 License# 1�.ttna V t4--- Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ,- ►�cJJ��7 SIGNATURE DATE �`-"��• FOR OFFICIAL USE ONLY PERMIT NO. 'DATE ISSUED - MAP/PARCEL NO. r ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION �\ FRAME I 1 - Z- G' �.►i:s 'fl INSULATION r7 -D5 olfm< r FIREPLACE�'?� FAQ ELECTRICA(h'" ROUGH FINAL Z� PLUMBING: ROUGH FINAL'. GAS: ROUGH FINAL Y' 4 k` FINAL BUILDING 6 ) f tl DATE CLOSED OUT , ASSOCIATION PLAN NO. _.. _ _ fie toam�nnavzureal� o�✓�aaaaclu�a Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration: 119766 Expiration: 2a/ 005 .Type*, DBA WEBB CRAFT DESIGN ' DAVID WEBB FALMOUTH,MA 02540 Administrator i � ; � amvmonurealbE g�,�a� n BO.ARD OF BUILDING REGULATIOI+1 ,. License CONSTRUCTION SUPERVISOR I Num 04ti18S7ti 4 �94.8 DAVID H WEBB 17 ACADEMY LN �t h 6 FAI.MOUTH BO�SE- BC CALC®2003 DESIGN REPORT - US Tuesday,September 20,2005 10:48 Double 1 3/4" x 11 7/8" VERSA-LAM(E)3100 SP File Name: D Webb_Brinckerhoff.BCC: FB01 Job Name: Brinckerhoff Description: Address: 82 Castlewood Circle Specifier: City,State,Zip: Hyannis,MA Designer: Joe Madera Customer: David Webb Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Standard Load-20 psf 11.0 psf Tributary 12-00-00 21 ,r. ", Ji m, A Milk BO 131 1680 Ibs LL 1680 Ibs ILL 922 Ibs DIL 922 Ibs DL Total Horizontal Length-14-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 14-00-00 Live 20 psf 12-00-00 100% Member Type: Floor Beam Dead 10 psf 12-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 9106 ft-Ibs 42.8% 100% 2 1 -Internal Slope: 0/12 Neg. Moment 0 ft-Ibs n/a 100% Tributary: 12-00-00 End Shear 2234 Ibs 27.8% 100% 2 1 -Left Total Load Defl. U511 (0.329") 47.0% 2 1 Live Load Defl. U791 (0.212") 45.5% 2 1 Max Defl. 0.329" 32.9% 2 1 Live Load: 20 psf Dead Load: 10 psf Notes Partition Load: 0 psf Design meets Code minimum(U240)Total load deflection criteria. Duration: 100 Design meets Code minimum(U360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for B1 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a Connection Diagram particular application. The output Consult project design professional of record or BOISE technical representative for connection design above is based upon building Member has no side loads. code-accepted design properties and analysis methods. Installation Connectors are: 16d Sinker Nails of BOISE engineered wood products must be in accordance a=2" d with the current Installation Guide b=3 b_f and the applicable building codes. c=4„ —a To obtain an Installation Guide or if d= 12" — i • you have any questions,please call (800)232-0788 before beginning T product installation. C Zx BC CALC®, BC FRAMERS, BCIS, BC RIM BOARD TM, BC OSB RIM • _ • BOARD M, BOISE GLULAMTM VERSA-LAM®,VERSA-RIMS, - VERSA-RIM PLUSS, VERSA-STRAND T^^ VERSA-STUDS,ALLJOISTS and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 i kzlsw BC CALC®2003 DESIGN REPORT - US Tuesday,September 20,2005 10:48 Double 1 3/4" x 11 7/8" VERSA-LAM® 3100 SP File Name: D Webb_Brinckerhoff.BCC: FB02 Job Name: Brinckerhoff Description: Address: 82 Castlewood Circle Specifier: City,State,Zip: Hyannis, MA Designer: Joe Madera Customer: David Webb Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 1 2 l l I (Standard Load-40 psf 110 psf Tributary 01-00-001 RIP BO 61 1720 Ibs LL 520 Ibs LL 1376 Ibs DL 706 Ibs DL Total Horizontal Length-14-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 14-00-00 Live 40 psf 01-00-00 100% Member Type: Floor Beam Dead 10 psf 01-00-00 90% Number of Spans: 1 1 Conc. Pt. Left 02-00-00 02-00-00 Live 1680 Ibs n/a 100% Left Cantilever: No Dead 938 Ibs n/a 90% Right Cantilever: No 2 Unf. Lin. Left 00-00-00 14-00-00 Live 0 plf n/a 90% Dead 60 plf n/a 90% Slope: 0/12 Tributary: 01-00-00 Controls Summary Control Type Value %Allowable Duration Load Case Span Location Moment 6174 ft-Ibs 29.0% 100% 2 1 -Internal Neg. Moment 0 ft-Ibs n/a 100% Live Load: 40 psf End Shear 2975 Ibs 37.0% 100% 2 1 -Left Dead Load: 10 psf Total Load Deft. L/766(0.219") 31.3% 2 1 Partition Load: 0 psf Live Load Deft U1568(0.107") 23.0% 2 1 Duration: 100 Max Deft 0.219" 21.9% 2 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(L/240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(L/360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-1/2". particular application. The output Minimum bearing length for B1 is 1-1/2". above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation Connection Diagram of BOISE engineered wood Consult project design professional of record or BOISE technical representative for connection design products must be in accordance Member has no side loads. with the current Installation Guide Concentrated loads are not considered in side load analysis. and the applicable building codes. To obtain an Installation Guide or if Connectors are: 16d Sinker Nails you have any questions,please call (800)232-0788 before beginning a=2„ d product installation. b 3„= -b BC CALC®, BC FRAMER®, BCIO, c—4 8 BC RIM BOARD TM BC OSB RIM d=12" • • • BOARDT"', BOISE GLULAMTM, VERSA-LAM®,VERSA-RIM®, C VERSA-RIM PLUSO, J VERSA-STRAND TM, VERSA-STUD®,ALLJOISTO and • • AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 09/21/2005 09:32 5084572178 WHOISHIPPER PAGE 01 Tom o fB �bl� �e�tory gerv'iCef �reepe r.c�ror,bleaN.r Tom r >��� cove Cfoeo 50i 2.401 FIX 304490-030 Prope"T Ownet Must Complete and Sign Tk" Section If Using A Buildet I_. O►� Z�N G�tS�iL Ko '�...�...to pmm of the e*oct prop tty hembytudoda Div ply u , to act,on my beh" Wd J�Vi .rr�w�� is all m #in trla&e to woxh audwited by tMe bold*peemik appUcadou for. (Addsvca a�job) to w pdut Name r oFINE r , Town of Barnstable r v Regulatory Services Thomas F.Geiler,Director 63.y.. AiFOMo.�a Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: Add 4 od i o,, Estimated Cost q C9Cs0 Address of Work: C c's J l e woof C t yr L L e ���/4 h h. -e Owner's Name: R ,r i in c key, A v PC Date of Application: Se„ i 2 odd I hereby certify that: Registration is not required for the following reason(s): F ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIG TAD UNDER PENALTIES OF PERJURY I hereby apply for a permit as the ge t of the o er: 2 a Date Contractor Name Registration No. OR Date Owner's Name Q:forms:homeaffidav 780CMRAPP-Wx! Tabu is=b(tantlened) !h F'oodl Faela . prnedptive Packages for don and Two•Famiil►Rcsideatial WOW Heated'W May '� •}IcatinglCoaltc,g Glazing Glazing Cvalu4jt ,dueRydujeliing Wail Floor Bas snarl �eW Equipmart Ealcleic? Atea�(%) U•valua' R,veluW R valuer Package 5701 to 6500 Renting Degree Days' 6 Normal 12% 0.40 38 13 19 10 Normal Q. _ 19 19 10. 6 R 12y am 30 .6 •ii�,f{JE g 12'/• O.iO 38 13 19 10 N/A 3 arm 38 13 25 NIA _i6_ �iormal- T-,-: -- - a OA6. .. 38 19 19 10 w. : V AFUE , U ASIA r NlA'> 0.44 38 _ 13 ?3 NIA 6 :8S AFVi+ 19-... 19 10 W 15Ye 0.32. 30 NIA Normal. X ISo 032• 38 13.. 25 WA �A Normal y ...IS% 0.42 38 19 25 NIA 6 90 AFM 13 19 10 :. y l8% 0.42 38 10 6 90 AFUE 18Y• 0.30 30 19 19 AA . 1,-ADDRESS OF PROPERTY; �. SQUARE FOOTAGE OF ALL EXTERIOR WALLS:. 'OF ALL Gt„a,ZING: � S . . . � - � •; 3, SQUARE FOOTAGE . 4. %GLAZING AREA(#3 DIVIDED BY#2): �— 5. SELECT PACKAGE(Q--AA-see chart above)' METHODS OF G ENERGY REQUIREMENTS NOTE: OTHER MORE INVOLVED OR THIS INFORMATION. ARE AVAILABLE. ASK BUILDING INSPECTOR APPROVAL: NO: YES: q•facros•i980303a i 03/29/2005 10:59 5087597366 HART INSURANCE AGY PAGE 02 DATE(MM,DOMWI C CERTIFICATE OF LIABILITY INSURANCE 912005 �Q,� PROOUM THIS CERTIFICATE 18 ISSUED AS A MATTER OP INFORMATION HART INSURANCE ,AGENCY, INC. ONLY AND CONFERS NO RIGHTS UPON THE CERnFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 240 MAIN STREET ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. PO BOX 700 BUZZARDS BAY, NI,k 02632-0700 INSURERS AFFORDING COVERAGE NAIC 0 nlwlleD Ted Fbgersld �+� INSURERA; MARYLAND CASUALTY COMPANY 43 Thomberry Circle 1NSURER B HARTFORD FIRE INSURANCE CO 19682 MBEhpee,MA 02601 INGURGR C: mlfuR�R a INS R R is COVERAGES THE POLICIES OF INSURANCE LISTED 11CLOW HAVE BEEN ISSUED TO THB INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONVmON OR ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 18 SUBJECT TO ALL THE TERMS,EXCLUSIONS AND C0140MONS Of SUCH POLICIES,A04RIOATE LIMrTS SHOWN MAY HAVE MEN REDUCED BY PAID CLAMS. In —WHAPINSURAMCM ►OLIOT NUMBER T H LMITf A G09RALUABWW SCP041998536 03/28105 03/28/08 GAC"=uRRENCE ! 1.009,1a COMMERCIAL GENERAL LIABILITY PR 1 ,S_ a ! 300,00� CLAIMS MADE 0(;C2JR NED EXP(Arty ero f 1 PERSONAL&ACV INJURY 7 GENERAL 100GGATE f GEML AOOREOATE LIMIT APPUES PER: PRODUCTS:GOMP)OP AGG ! O OO POI P LJC AUTONIOSILE LIA IL" CONFINED SINGLE LIMB ! ANY AUTO GEe Pa�{denQ ALL OWNED AUTOS BODILY INJURY S SCHEDULED AUT08 (Per pwsee) HIRSO AUTOS BODILY INJURY f NONAWNCD AUTOS (PW rA) ;r1ftTY DAMAGE ! - p'ef fgOldPre► GARACS LIABILITY AUTO ONLY•GA ACCIOENT S ANY AUTO OYH`R THAN !A ACC 1 AUTO ONLY; AGO S IXCBSSNISRELL A LIABILITY EACH OOCURR%NCG 3 ODOUR F7 CLAIMS MADE AGGREGATE i _ s DEDUCTIBLE •, s RETENTION _ f 6 WORKUN 001IMSATION AND I $0320542 03/11/05 03/11/06 sTAT - li. EMPLOYERS'IJABIMTY G.L.GACH ACCIDENT ! rSO0.000_. OFF CP S MEMREXDR W OE�7 WUrnE E.L.DISEASE-EA IMPLOYIRI S 500,_O,OA fr Itldes ft w4er -AL G.L.DISEASE-POU UNIT s 501-000 so'EdOTHER DESCSIPTION OF OPERATIONS 1 LOCATGONS J%ruacLE8 f E]IOWSIONS ADDED BY ENODRBEIENT(3FVOWL PROMMICIIS OPERATIONS PERFORMED BY NAMED INSURED AS PROVIDED BY TERMS 81 CONDITIONS IN THE POLICY CERTIFICATE HOLDER _ CANCELLATION SMOULD ANY OF TOO AMR DESCRIBED►DUOI88 sa G MOf LLEO WP011E T%V 9XPINATM DH WEBS DATE"MOP.THE ISSUBIB INSURER VFLL ENDEAVOR TO NAIL 30 DAYS vmfTTEN NOTICE TO THE CERTIICATL MOLDER NAMED TO THE LEFT,BUT FAILURE TO DO$0 SMALL IePOSe NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,RS AOEMTS OR AUTNORII:EOREIIKSENTATRfE '' f ACORD 25(200110E) AC ACO D CORPORATION 198E j 09/21/2005 09: 28 50845"72178 WHOISHIPPER PAGE 01 Town Of Bs ftbl Rogwatgory S c InY Tom P", �. 200 MA 0260, ww�a/urre.bab�,�a.tas tJ ; 508-862,4038 , Fax: 506-7sO-6Z3A Ptope er Must Complete and Sift°,1W11 Section If Using A Builder es CNMw of the subject prop" to act,on MY babes, in all mate W11txve to wotk suthoized by tbb bum pest appUftion for (des®of f o1b) Z l o Ptiat Nwake EVE Town- 'of Barnstable *Permit# •R- 3 s-s Expires months from ate 6 m issue d anaiasra :».:.- _.., : ::::- .Regulatory Services ..... ..Fee.. 9�A 16g9. �0 ::_:..Ttiomas:F.Geiler,Director _.....Build in Division g r --Tom Perry, Building Commissioner 200 Main Street; Hyannis,MA 02601-- APR 1 .2005 Office: 508-862-4038 Fax: 508-790-6230 _,.- TOWN ®FA$ZN sTASzE_... ..:.: EXPRESS.PER MT.-APPLICATION RESIDENTIAL ONLY. Not Valid without Red X-Press Imprint Map/parcel Number z73 d 7 Property Address O Lr✓ 690,0 Residential Value of Work &08 / Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address �_36ki­, / A r f=i<--- lT ? Contractor's Named % �� c�t cF-5 Telephone Number Home Improvement Contractor License#(if applicable) ` Construction Supervisor's License#,(if applicable) kworkman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation"Insuiance Insurance Company Name Workman's Comp.Policy# 5y �U Copy of Insurance Compliance Certificate'must be on file. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side El Replacement Windows. U-Value (maximum.44) x *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc: ***Note: Property Own must sign Property Owner Letter of Permission. Ho a Imp ent Co tract ease is required. Signature Q:Fomvs:expmtrg Revise063004 i }i � � � • 063-A-038 40-45 DH CM 6100 Renovations IvrRc Double Hunq - Vinyl Argon/Lour E SC NaMnal Farstlon SS � ffamnotxx d With Grids 1-800-746-6686 NFRC 2001 ENERGY PERFORMANCE RATINGS U-Factor(U.SAP) Solar Heat Gain Coefficient 0 . 36 0 . 27 ADDITIONAL PERFORMANCE RATINGS Visible Transmittance 0 . 44 Manufacturer stipulates that these ratings con form rtforn to applicable NFRC procedures for determining whole prods performance.NFRC ratings are determined for a fixed set of environmental conditions and a specific product size.Consult manufacWWs Iltarabre for other product performance Information, www.nfrc.org Ef+FIV SW Unit qualifies for Energy Star Region(s): North Central, Aft South Central, Southern IIJD: REat 00/GLASS SS/R—R30 DP : 30 Test Size: 44 x 60 order #:3815281040001 40516 HS f Ad amp .w scone..a. CdnwwCr�le w.nirn.+�oN: +zse� -moos Two. swpbmow CAN0 THE He Dmw Asummftpk M( AUDE TEE ALT/MWA,GA tAumca or waW fir i aw=lv �p3ramis�dmmr q€seas�m ex w.r.r 11 $1 abwas.• ow Ashborms ph=Ass sm) s.x.S M&OZIN Town of Barnstable °;. Regulatory Services t+ SAMSMU, _ Thomas F.Geller,Director XUAM Building Division �'BD MA'S p TomPerry, Building Commissioner :200 Main Street, Iiyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize:*-PI14Q-YW Ay D2� - to act on my behalf; in all matters relative to work authorized by this building permit application for: (Address of Job) nat Date ur of Owner ig Print Narne n.vnvMC•nwNFtRPF.RMTCSTON The Commonwealth of 117assachitsetts ems = •� �;r� —i- Department of Industrial Accidents L wee of inses6gafions 600 Washin;ton Street, r ..Floor s� � Boston,Mass. 02111 A-� ``-- Workers' Compens ikon Insurance AfFida��t Building/plumb' Contractors A licantiriform'ation. - `' EleasePRINT lembly nave: 1y A(z,K + VQ�Z94� 3�f S addrefiS:. &)O GF-5 state: L '4 �1,\ zi r bone 0��7 , - Gi h' work site location(full address o all work myself Project Type: ❑Ne« Gonstn�ct n❑Remodel ❑ I am a homeowner performmg } Ej Build>na Addition ❑ I am a solePropnetor and Jj< ,e no one A�orl m�m�n� c�� cih { �j y _ __ I am an employer providing work. com ensation for my employees«'orl :nR on this lob. - com am ns►me. 17kt GTO1�'l� adds eseI Jf 't £/`s' �G' Cr � hone# .': insurmceco , irit ! »_olnct# S ❑ I 77 am a sole propn tor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the follo�r inR`yorkers compensation polices: com :-knVname. address. hone# Y. : - citc. - KU olio# : ms�ance co _ _ com anvname. _ address: ]tone#. 7777. utsurance co rt=. _. tt4ch a4dfiionaLsheet tf necess5t .w .00�., •'tea k ._ ....� _��:.s _. Failure to secure coverage as required cml nenalt�h n the form of STOP WORK ORDER and a fine of�1 W oO a day against me.I understand that a one years'imprisonment as well p copy of this statement may be forwarded to the Office of Investigations of the DU for coverage verification. ins and penalties of perjure that the information proiided above is true and correct j I do herebp eenri under the p Date l Signature ,^q/ Phone# Pri name " M,mum _.ge vI I � officraI use only c¢do not write in this area to be completed by city or town official t ❑Building Dep:u•tment W permit/license# - cin.or town: OLicensing Board []Selectmen's Office ❑check if immediate response is required Q$ealth Department y phone#; ❑Other contact person: Iron d Sept fd I �` w grrn..cx 5' ...�...ca..,:... .. s,,.-3. Fite Home Buildiitg e3 ItemodBlbi� 508-495-0719` r- - - ' I }' h3 pn l ®� 1Qi5iS _4t7 Re-s a- ... .._._ .. ..._. .>.p .___ ..,......_ _. .. _.._.... 1 t .. A3 _�_�'13�Jvtg Y'tpbWS�_-------•------ --- i ...�. .�. �� - -- _._�.�.X.IS-.l!!�_....�'ifi,_a�,e _.�>t�.._PI��e��- _.._ i 10 !!A o C j I_ _ - -{ X'nr5 J 4 1 Ads. Ii iq SCALE: !� i� z 1 t APPROVED.BY: DRAWN BY T S M DATE: C)_a*-a S REVISED DRAWING NUMBER t:. r = H o _ _..__.._._ .. ._..._..._.___.__. _ _............... . + _.__............_ Fine Home Building Qr Rtmode! ( ( - y rng - � 508-495-Ono i + I ' I el p i v ,;;�/ t G�•room ( )g ? fr rj ' � I f &t PL E l l`1' _ , _ �x rh vada+,nn 4- - , r - _. . -- --LY2�G_e......__.f�Og!_.,JOJg�___�».�n-.a�t-._.�?�_..._t���_�t!�3..,Ce..>..!'. _��_.,4r� f rJ n� he Ad4, �ro SCALE: J fl _ / APPROVED BY: DRAWN BY DATE: 7�Gf REVISED DRAWING NUMBER lVo fe Fine Home Building 6,Renwde/irt S — — 0.8. 49S 0719 Cl • L XISFj"y rZat�ac � � � � �.X@t;��:��, ..T'M71 Gt«q, a i SCALE: 47 ti 1 ) APPROVED BY: DRAWN BY DATE: .� aP REVISED DRAWING NUMBER I_'' o 14' 4• 1 SOIL ABSORPTION SYSTEM (SAS) r 6 In.or 3/4•-1 10 y INFILTATROR HIGH CAPACITY CN-10 LOADING)/ GEORGE O'B oompocted stone Effective EiF�cve NId11� GENE ALL COMPONENTS MUST HAVE RISERS To WITHIN 6" BELOW GRADE (OR EQUIVALENT) Not to Scale 1. Contractor is respc Botlarn or Te•! Note 1 Oev.�a7.00 Is No Groundwater Obwved O 14l' NOTE: OVERALL HEIGHT OF INFILTRATOR IS it /U TEC'nw NE04T is to' and protection of 2. The septic tank a level on 6" of 3 3. Backfill should be stones over 3" in 4. This system is sub by Carmen E. Sho, 5. The contractor sho M O N TEST ' with Title V of the and Local Regulotic Test: September 15, 2003 latic CARMEN E. SHAY, R.S., C.S.E. 6. If, during instalor WAIVER ( per Barnstable B.O.H.) soil conditions or a N/'F EDA'ARD PyCONNAY from those shown e SERVICES, INC. installation must h1 ss Than 2 MPI ® 36" A made to Carmen E S 11 d 57' 40" W 7. No vehicle or heav septic rest Hole 7754' 8. I sta l Tuft TRe gas No. 1 Failed . - - - Leach PIN 37•�' 230 9. All Distribution Line SOILS ELEV. "T 10. AN solid piping, to 99.00 ",'•�'�• ^ ' '��+ .:• ''-ts; Schedule 40. NSF Sar�idy f '� • • . l c, 11. Municipal Water is t•u'E'. r 3 r' Props 10 YR 3/2 19 rties Within 1 A' 99.25 D-eyx TEST HOLE 1 00 THE PROPERTY LINE: sandy _ PROJECT BENCH MARK °' ELEV.= 99.00 COMPILED FROM THE Loam TOP OF FOUNDATION O MERCER ENGINEERIMI 10 YR 0/6 ELEV. = 100.00 (Assumed) - ENTITLED " SUDDIVIS Bw 96.00 i Cement ----- �� e O� t a c,,L PZS HYANNIS 'MA` DATEI Sanddium EXIST• 1000 y'16 ------ Block Patio ------- - 99 (J AND IS NOT INTENDE 2.3 Y 7/1Septic Tank so 4 IT SHOULD BE USED 7.00 L4 (\S� �C THE SEPTIC SYSTEM C. -, EXISTING LEACH PIT LOT._#1.7... -_ .... . W EXISTING GARAGE W -_ LOT #15 ��� FILLED IN PLACE. 2 BEDROOM s S Q� A� �� NOTE: ANY STRIPPE HOUSE � � �2tna'S St-Z,,2 FROM THE EXISTING 00 #82 i IS C�r1 s � Lark, ,p, OF AS PER BOARD C NO WETLANDS ARE F rl Perc: 40' to 58" I i Set�� ASSESSORS MAP 27' - Less Than 2 MPI t�l 1 i '� 'I'i k,ep' � I� :� kp 'w er Observed a` z I f o`X I / W p s C C (water Observed 0144" � � I t 1 ! LOT #16 !Q t I L ------ — 99 o 7. 73 Square Feet +/- � � ASPHALT i --- f 04X 1 DRIVEWAY .0 77.54' i x 104.46 N 11d51' 30" E # t I --------------------------------------- -----------------t r-------I--I ---- SIDEWAU( ---------------- PL. � 1 TL E WO O-AD CIR CL E - - - ---s a' OIAM. ACCESS ►tANrta.ES tr l (40 FOOT RIGHT Or WAY) 1 THE ACCESS COVERS FOR THE SEPTIC TANK, 1 DISTRBUTM BOX AND LEACHING COMPONENT OUTET SET DEEPER THAN a INCHES BELOW FNISHED GRADE SHALL BE RAISED TO VATHN 6' OF 1 ' FINISHED GRADE _ •,r•� [�--' INSTALL TiJF-TITE GAS BAFFLES OR EQUALS P L ��.....':i:.."':. .•.•ate' :�_ rr .r.11�1GL••.�•t1^l 1 �•`'.-.� . - 4 SECTION A -A - -- [house 10' min. from *NOTE: ALL PIPES ARE TO 8E 4' SCHEDULE 40 P.v.C. PROFILE VIEW OF ADDITION TO LEACHING SYSTEM iiu'n�ou aa0X Iw1AEL'�6EExisting Foundation to septic tank SET LEVEL rat AT LEAST 2 FT. 12" OOMORM C�OVER TOP OF FOUNDATION = ELEV. 100.00 (Assumed) Sept w tank cos must be 3' of 1/8' - 1/2' Washed Peoston i j3d a within 6 in. of filletrd grade s 3/4' to 1 1/2 ' Wool ed,Crushed Stan. I' 3- 6"OUTLET 41odo o+overSepticSepticTank - 99.00 �OaN eoverD-Bar- 99A0 over SAS -f19.00 < KNOC/(OUI MINIMIn s.s• auTLET 12• NETT a TE 4P .-� ' a S 0.02 3 DOLE H-10 Top Load - EMv. -96.33 Y r DIST. BOX 3' ^ C* ; 1. � *er Tap of SAS- ENV -9S 63 1 A. F flyEXISTING s�o.o+ or Greater / 9 t5ast.r1rE 1000 GAL , s- o.Dt' per toot A / 16s' + a sr , 3 p 4' - SCH. 40 T 1,7s' h U 1r rttot EXIST. fOUNDAT Dt W O SEPTIC TANK n EPP N Depth a o 1 01 H-10 �� a o s tlnits a 6.2s• _ 30' PLAN SECTION CROSS-SECTION a 1 n ,o o s Of Of ooNcwLTE tuL nxntw o 40 rn t0 0.83' (10 inches) 3 3125 3 0 v 6 imof 3/4--1 1/2- i 1 i '1 37,25' 3 a- SYSTEM PROFILE �,�o�� et�e o t 3 HOLE H-10 DISTRIBUTION BOX u "' f- c i o -6 1 * rn EFiective Length NOT TO SCALE Not to Scale - S o LOCUS M A P i o 4' 4' 1 SOIL ABSORPTION SYSTEM (SAS) c � _ 61n.of 3/4'-1 1/2' 0' INFICTATROR HIGH CAPACITY (H-10 LOADING)/ GEORGE O'BR1EN GENERAL NOTES °°n'p Wd atone - Effector. vwa OR EQUIVALENT Not to Scale NOTE. ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6' BELOW GRADE o ) 1. Contractor is responsible for Digsafe notification oBottomGroundwater of ater Hat.1 d 0 144* m NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18' CTIVE HEIGHT IS 10" and protection of all underground utilities and pipes. No tkoued.oter ot,.rree ,44� / E -- 2. The septic tank and distri ution box shall be set level on 6" of 3/4 -1 12 stone. 3. Backfill should be clean sand or gravel with no stones over 3" in size. 4. This system is subject to inspection during installation by Carmen E. Shay - Environmental Services, Inc. P E R C 0 LAT I 0 N TEST � 5. The contractor shall install this system in accordance with Title V of the Massachusetts state code, the approved plan and Local Regulations. Date of Percolation Test: September 15, 2003 6. If, during installation the contractor encounters any Test Performed By. CARMEN E. SHAY, R,S., C.S.E. soil conditions or site conditions that are different Results Witnessed By. WAIVER ( per Barnstable B.O.H.) N/F EDWARD P. CONWAY from those shown on the soil log or in our design SHAY ENVIRONMENTAL SERVICES, INC. installation must halt do immediate notification 'be Percolation Rate: Less Than 2 MPI ® 36" made to Carmen E. Shay - Environmental Services, Inc. S 11 d 57' 40" W 7. No vehicle or heavy machinery shall drive over the Do ND septic system unless noted as H-20 septic components. 77.54' 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. Test Hole Failed f 9. All Distribution Unes shall be 4 diameter Schedule 40 NSF PVC pipes. No. 1 Leach pit Z----37.25' 23, a 10. All solid piping, tees do fittings shall be 4" diameter DEPTH SOILS ELEV. y � '• "" Schedule 40 NSF PVC pipes with water tight joints. 0 99.00 Loam i; • t 11. Municipal Water is Connected to ALL OF The Residence and Abutting Sandy fit. ��3t;' Properties Within 150 Feet. 10 Mt 3/2 O A, 99.25 cri D- TEST HOLE 1 THE PROPERTY LINES ARE APPROXIMATE AND PROJECT BENCH MARK ELEV.= 99.00 COMPILED FROM THE SURVEY PLAN GENERATED BY LoomSandy TOP OF FOUNDATION fXP051EV MERCER ENGINEERING, INC. OF NEW BEDFORD, MA 10,R 3/6 ELEV. = 100.00 (Assumed) .11L 'C►altK.}gc�v1'Q ° E.G1�R lOf`j I�,� ENTITLED " SUBDIVISION PLAN OF LINO OF CASTLEWOOD CIRCLE Cement HYANNIS, MA', DATED DECEMBER 10, 1956 e. 96.00 99----------- ------ - ---- - ------- ------- _------ ----------99 AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN Medium Ex 1000 t Block Patio Sand Tonk IT SHOULD BE USED FOR NO PURPOSE OTHER THAN 2.5 Y 7/e THE SEPTIC SYSTEM INSTALLATION. !36'- 144 7.00 EXISTING LEACH PIT TO BE PUMPED OUT AND LOT 17 EXISTINC GARAGE LOT #15 FILLED IN PLACE. W ,: A9 .�NY--SFR4PPED OUT'SOIL -CONTAINING LEACHATE (�CZQ�C� U HOUSE FROM THE EXISTING LEACH PIT TO BE DISPOSED r'l�11 C>4v f. ruWNP OF AS PER BOARD OF HEALTH SPECIFICATIONS. 482 Sv,)\MIM\N� "00 NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY Perc eft I ASSESSORS MAP 273. PARCEL 072 Depth to Perc: 40' to 58" Perc Rate= Less Than 2 MPI coao Z I I LEGEND No Observed ESHWT l No Groundwater Observed t1D144" ----------- ------- - --_LOT #16 ----- - ------ -� ----- 99 v 2.873 Squtsrs Feet +/- ' ASPHALT I 99 104X DENOTES PROPOSED I I 1 SPOT GRADE DRIVEWAY I I x 104.46 DENOTES EXISTING C 77.54' Q SPOT GRADE N 1,1d 51' 30" E _ ► I SloEwALK -------------------- -------------------- PL ----------------------°----------------- ------ --------- PROPERTY LINE 96 PROPOSED CONTOUR CA AS' TL'-AU W 0 UD CIR C'L E - - - - - -s7 EXISTING CONTOUR 2-18' 01AM. ACCESS MANHOLES 40 FOOT RIGHT OF WAY)) ® DEEP TEST HOLE & e PERCOLATION TEST LOCATION •�• �i;�:=.:-�'�:=.- - ` ' � .----. 6 FOOT STOCKADE FENCE ! A ~ 1 THE ACCESS COVERS FOR THE SEPTIC TANK. INLET 1 1 DISTRIBUTION BOX AND LEACHING COMPONENT \ OU71 ET SET DEEPER THAN 6 INCHES BELOW nNISHED PL IGRADE SHALL BE RAISEDTO NITHN 6' DF OT PAN L� ntesHED GRADE ;a .� (!:- INSTALL TUF-11TE GAS BAFRES OR EQUALS ..y T�•-q-�F-Y�T,,�,,.. - -'t �-.L ,�'ay' OF PROPOSED SEPTIC SYSTEM UPGRADE STEEL REINFORCED PRECAST CONCRETE y� �' PLAN VIEW r tsPS PREPARED FOR 3-24- REMOVABLE COVERS ,,Y. � �° J O H N & C O R E E N B R I N C K E R H O F F AT r -- #82 CASTLEWOOD CIRCLE •- Y mh. dearanoe - t4" 1S -ssFTltN ET min r`2• , t to au,,.tOUTLET H YA N N I S, MA la,m4� ld 67 w• ,- -7- '5' -r Design Calculations L � E V-W min. ���H of Afgss9 PREPARED BY: c °''"' �"Id depth Number of Bedrooms. 2 Equivalent to 220 Gal./Day (330 Gal./Doy Min. per Title V) O 4s Garbage Grinder. No yG`� CARMEN E. SHAY s Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) g -.,:' • ' •.,;.-..,-,_.;•:,:- -r • - :_..; ' ":-i Septic Tank - 3 x 330 Gal./Day s 660 USE 1,500 GAL Septic Tank. 0 20 40 50 S r" ENVIRONMENTAL SERVICES, INC. SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch No. 1 CROSS SECTION END-SECTION Bottom Area: 0.74 gal/sq. ft. x 370 sq. ft. = 273.8 gallons I----- - �o P.O. BOX 627 Sidewoll Area: 0.74 gal./sq. ft. x 78 sq. ft. a 58 gallons F�►sTER EAST FALMOUTH, MA 02536 Providing: _-331.80 gallons SgNITARIP� SCALE: 1 "=20' TEL/FAX : 508-548-0796 USE EXISTING 1000 GALLON H- 10 SEPTIC TANK Use: (5) INFILTRATOR HIGH CAPACITY H-10 UNITS, HAVING A 0.83' (10 INrHES) EFFECTIVE DEPTH, SCALE: 1"=20' DRAWN BY: CES DATE: SEPT. 18, 2003 TO BE USED WITH 4.0' OF WASHED STONE ON THE SIDES, AND 3.5' OF WASHED STONE _ NOT TO SCALE ON THE ENDS. No STONE UNDER. PROJECT#SD459 FILENAME: SD459PP.DWG SHEET 1 OF 1 fop I•, S-Q-+ %cC C iA- I S 1 ZS ' 2 1 S