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Home My WebLink About0009 SHEPERDS WAY IM 2' F r�WE "515 '8 T NO, W� iT,� ME 'N �p 4f)Ffp�,�v,,W�.,�V R, F71 A VW rw M it It,q� go g; ilU kq g'z N- MM5 it;ll;�1'4��_,. RE iAON� to" .N;j, " "; ,,, .1 , ON PA� M-,�""%,q5 0 %gw� Q R wn!, ilm 01 �vg 7vp xi w M At A ,�'j 1 0 AR lu V R. "i R-Er" 0" tE M k �g 6-VW.�-q� 1�4, N MVll� Al, Ulv 'L om� Ri M .5 q '7 vz R 4 kaT mVP %,wf� V p- t4, P4 .......... _Z APIrK7,�, 11R t"g, I TON W va& aai� 4 �qv Va, X!, gol;�tM'PWAIV n M, 01' "A �R- 5,� P�f z �iW iyj 41 ,I), A,11�o:A.,.�,;j,�, n ly "V,9.�,;.2 W't P, �VT '7 s JMN"."ti 2A,"M "S v Wii SINN 1A R �,LX� Rnp .. ....� �tw 't�,v r, Mo ffil .IS Ao AVN411"�,VA14f,"'. WON't WIN, gt- Rz011 ................ --------- ....... ------------------- ................ .................................................... . ........... ----- Mo,".,v'i,1�14 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Z's Parcel 00 k.- od 4' Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee l Date Definitive Plan Approved by Planning Board Historic - OKH Preservation /Hyannis Project Street Address `� SAle=-Pa"S \e,,t QY Village Owner �T o►�srt--1 N4 Address p D P-So;c 1\kv to- F-S Aviv S vl-� Telephone Sc�FS• 1�1 l p'�o'er TEA p�ra3 O Permit Request N S1.1 \4--J k tAdour S, �t�l� ?� F�k'R►R�. �A iZai�.cx�1—� / Square feet: 1 st floor: existing ill proposed _ 2nd floor: existing13S6 proposed — Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 2Y,Soo Construction Type LT \A Lot Size . o 4 k c,,K� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 5 Yes Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl rX Walkout ❑ Other Basement Finished Area (sq.ft.) 0 Basement Unfinished Area(sq.ft) 19 9S Number of Baths: Full: existing 3 new I Half: existing I new 0 Number of Bedrooms: 3 existing D new Total Room Count (not including baths): existing new 1 First Floor Room Count s Heat Type and Fuel: ❑ Gas A Oil ❑ Electric ❑Other Central Air: XYes ❑ No Fireplaces: Existing d New 1 Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑inew size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: v Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ n Commercial ❑Yes �fNo If yes, site plan review# co Current Use C9►,4 Ar,Mc- Proposed Use APPLICANT INFORMATION c� (BUILDER OR HOMEOWNER) rn Name t*Q _TAG = C.o►-�Awr Telephone Number S0'6.71 1 • 0303 Address PD ?J o7- Wo k,o License # C S • da�3 n Home Improvement Contractor# t 0 q 3 y Worker's Compensation # L�8 ^ `E_7S P 1-7 13 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO S +,J F-Xco, I t Lc_ SIGNATURE DATE 9 L11, 13 FOR OFFICIAL USE ONLY APPLICATION# _ _DATE.ISSUED s , .MAP/PARCEL NO. -ADDRESS VILLAGE G OWNER, DATE OF INSPECTION: FOUNDATION r 3 r uv = FRAME INSULATION_` FIREPLACE y ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS. e-, -ll P .ROUGH ?ilr .. FINAL a?F<INAL_BUILD.ING =: �. _'.:DATE'CLOSED OUT a� F ASSOCIATION PLAN NO. Town of Barnstable ti Regulatory ServicesTo�q% of BARINSTABLE BMWSresi s, • M g Thomas F.Geiler,Director� 19 1639. N. Building Division 2013 SE.? 2`01 Pfi' 12 Tom Perry,Building Commissioner 200 Main Street,Hyannis,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 I, - 'r as Owner of the subject property hereby authorize 0'-�,L C 4DI-t? X to act on my behalf, in all matters relative to work authorized by this building permit. (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 erformed and accepted. Sign ture . er igna f pplicant &O Earl l�tc7LDSR�tJ Print Name Print Name Date QTORM&OWNERPERMISSIONPOOLS 62012 "Town of Barnstable Regulatory Services Thomas F.Geiler,Director 16.19. • 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 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 responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This-lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed`against the unlicensed person as it would with a licensed Supervisor. The,homeowner acting as Supervisor is ultimately responsible. 'To'ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this'issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temponuy Internet Files\ContentOutlook\QRE6ZUBN\EXPRESS.doc Revised 053012 Town of Barnstable � ��+ VJ dFTME ,, Regulatory Services Thomas F.Geiler,Director s"a'", AM Building Division 639. �� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us ®rl .w o'i=- Office: 508-862-4038 Fax: 508-790-6230 4 PERNIIT# Z&Z L FEE: $ ?j S— SHED REGISTRATION 200 square feet or less �b��21]S VJ la'T' �C�IZ.ivSTA�� Location of shed(address) Village �T''FA.�"T' �' �A �pLpS i L`i N �-11 l• c��O 3 Property owner'. name Telephone number / Oc t /OU`-{ Size of Shed Map/Parcel# Signa re Date Hyannis Main Street aterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) �<- Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:042911 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map aZ 5 1 Parcel l/'"' Application# Health Division Conservation Division i S�3`�G11 ((�v��er�i Permit# Tax Collector Date Issued Treasurer Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic;OKH Preservation/Hyannis Project Street Address N W Aq Village P�I�.F�t�S•c�P=� \ ' Owner C.0 TRASj Address Telephone so%• 3(OA • a 1'6 Permit Request t-A i s R�s,.i PoRc Square feet: 1st floor:existing 1.9aS proposed 1 $1- 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation dJ, 000 Construction Type 'tAeW Lot Size 1.o Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family �d Two Family ❑ Multi-Family(#units) Age of Existing Structure U Historic House: ❑Yes CA No On Old King's Highway: 0111 Yes ❑No Basement Type: ❑Full ❑Crawl )I Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1 q gs _T Number of Baths: Full:existing new 3 Half:existingCIO new Number of Bedrooms: existing new Total Room Count(not including baths):existing new g First Floor Roomy unt a Heat Type and Fuel: ❑Gas •0 Oil ❑Electric ❑Other Central Air: I Yes ❑No Fireplaces: Existing New ✓ Existing wood/coal tove: &Yes �❑No - ry rn Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑exi ing ❑new size Attached garage:❑existing ($new size Sob Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ;9 No If yea, site plan review# Current Use Proposed Use hAa*-A-VI BUILDER INFORMATION Name C ocrab, Telephone Number Address P•O. fox Moto to License# o 4 a 4 o � P�tat1 S r/� 1-� D Ap 30 Home Improvement Contractor# t 0 09'6a Worker's Compensation# W C 'l`1 b Sq a(v ALL CONSTRUCTION DEBRIS R ULTING FROM THIS PROJECT WILL BETAKEN TO V!>o.1rLN�= SIGNATURE DATE i i 4 a FOR OFFICIAL USE ONLY ti PERMIT NO. , DATE ISSUED MAP/PARCEL NO. ! f ADDRESS VILLAGE { OWNER DATE OF INSPECTION: •�: ---E-0 3. FOUNDATION t FRAME O " 7 ® CO � INSULATION t. FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL - GAS: ROUGH FINAL ~ FINAL BUILDING - DATE CLOSED OUT ASSOCIATION PLAN,NO. �v ?tioF,HE rokti : Town of Barnstable. Regulatory Services L eaaNsraasE, + amass. �. Thomas F.Geiler,Director • cHw'�b Building Division TomPerry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www-town,b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized bythis building permit application for: ob (Address of J ) Signature of Owner Date/ 11W1Ie45 Print Name Q FORMS:OwNER.PERMIS S ION I ' Uplift @ Long Wall 170 Ib/ft @ 14' = 2,380 lbs. Post Base 3-PB44 @ 1,365 lb = 4,095 lbs. Post* Beam 3-PC44-16 @ 1,000 = 3,000 lbs. Beam * Joist 11-H2.5A @ 520 = 5,720 lbs. Post*Header 6-PC44-16 @ 1,000 = 6,000 lbs. Header Rafter 11-H2.5A @ 520 = 5,720 lbs. r ROOF TY P. 2rlO RIDGc, _ in6 COLLAf TiE A5PHALT 5141!NGUS / in PELT PAPER .CE&WATER SHIELD Y S1Q !_XTER!OR.5'i'r AT HIND f SiMP50N 112 FA CONNECTOR PNTD.SOFFIT &FACSIA Gxu CE!L!NG.JOIST 5 O.C. 5I1AP5ON PC44-1e CONN`r_GtQR wt 4-; 3J8"rRU55LO F.AT ------� HEAD'tR>P05i EA.CtiENO 4x4 PT P05T NEW SCREEN PORCH 1x4 MAHOG.DECKING--- 5:5 616 TRU554.QC 2x10 PT JOISTS 16"O.G.-- '.,,V r >RIM // 3 5IMP50N f 25A CONNECTOR BEAM>J015T 2-2x10 REAM - S!MPSON PC44-!6 CONNECTOR 4x4 PT POST _ --- 1`1051 >6EAM SIMP50N PB44 CONNEGOR P051' D O.. P c . Z 4"B!GFOOT w/ n ---- 10"CONIC.°!ER 46 FBELOvd GRADE MIN. DAME ir SECTION Fq-o.I F,- G"T : 1 ,3 5 U 8 NOT TO SCALE V-i2 e.. �,� AapweP--b,.s w-k r 2x10?IDG-E. ix6 GOLLA?Tit ROOF TYF. ASPHALT SH%GJ 5 FELT PAPER !CE&WATLP 5!EEO SHE Al KING 2"X 6 i fAFTE?5 16'O.C. e SMIP50N 1-125A CONNEGTO? j RAY FE?>HEADrr_? D.SO FFIT U).SO __ 5MP50N PC44-I6 CONNECTOR 2xu C[iLiNG JOISTS i'o" O.C. w!4- 350'T R.U55LOGK AT ----- _ EACH END 4x4 PT POST-_ NEW SCREEN RORCH 1x4 MAHOG.DECKING-.- 5�5!8;'T?U59LOC:K 2x10 PT JOISTS 16"O.G.— Posr>RIM 5IMF50N H25A CONNECTOR REAM>MS 2-2x1013EAM -- SIMP50N PC 44-16 C.ONNEGTO' 4x4 PT POST `--- P05T>VtAM 5i1VIP50N PG44 CONNEGTO? PIER>PO5T D o - G c D 24"NGFOOT wl { V7 / IU GONC.P[E? 46 P*LOW GPAPL MiN. D o ,v c DAM B "+ B L ' \ SECTION ��- NOT TO SCALE Nut S T. I ROOF TYP. 2xl0 RIDGE 1x6 COLLAR.TIE 32"O.C. ASPHALT SHINGELS 15#FELT PAPER ICE&WATER SHIELD 5/8"EXTERIOR SHEATHING 2"X 8"RAFTER516"O.C. I iI SIMPSON H25A CONNECTOR PNTP.SOFFIT KAFTER>HEADER &FACSIA 2x8 CEILING JOISTS 16"O.C. SIMPSON PC44-16 CONNECTOR. w/4-3 3/8"TRU55LOCK AT HEADER>PO5T EACH END 4x4 PT POST NEW SCREEN PORCH 1x4 MAHOG.DECKING 3-3 3/8"TRUSSLOCK 2x16 PT JOISTS 16"O.C. �J P05T>RIM SIMPSON H2.5A CONNECTOR 2-2x10 BEAM BEAM>J015T SIMP50N PC44-16 CONNECTOR 4x4 PT POST POST>BEAM s ' SIMPSON PD44 CONNECTOR, PIER>POST D o. v 0 o. D 24"BIGFOOT w/ 10"CONC.PIER 48 BELOW GRADE MIN. D o v p � v SECTION NOT TO SCALE I LEGEND SEPTIC DESIGN: TOP FNDN AT EL.360 T l 1 GM rnyrlLt NOTES eARWsrABDd—B. " Dccus P,w,� ,R,n m I.DaTuu Is ucw 10p.0 PROPoSED SPOT ELEVATION SEPTIC DESIGN: (uR9,C/TASHsv¢ uOT� OwFO 1 �cRWn m�Mx n w Dx,rmvst �� WATER IS AVNUBLE s I OORO EXISTING SPOT EU—BON DESIGN FLOW:.3 BEDROOMS(y GPD) B60 GPD s'a I MUNIOPAL I ` r USE A3,50_CPD DESIGN FLOW J3.0 - o _PROPOSED CONTOUR %�mLel[wwwm rUnax[ J.uINIUUM PIPE RTCH TO BE 1/B'PER FOOT. 6EP11C TANK: 660 BID Z T100 moPosm lS(p. P(II��I0�1 A. Y` I00—EXISTING CONTOUR USE A.]`;9$GALLON SEPTIC)TANK } CIS ..OCSGN LOAJIINC FOR aLL PRECAST UNITS i0 BE aA5H0 ]N� L C S._JOINTS TO BE MADE WITERTIGNI0 or YIL4Cd SIIB c.2(A].5 i 10. )2 (.]A) . 112 L K MoaLl 2 SZ � 29.1]' p O O O�O O C]O 6 CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. �iq(Taal ryB O O O O O O O O O ENNRONMENTAL CODE TITLE v. BOTTOM: A].5 a 1083 (]K) 2LI 2T,17' TOTN.. MIS PUN IS FOR PROPOSEO WORK ONLY AND NOT TO BE ]e] s.F. fist GPD �:nw' "a'° J/.•TO 1 1/2-OouBLE WASHED s NE u'SED FOR LOT LINE STAKING. LOCUS MAP t_ USE(6)600 GAL.LEACHING CNAMBERS(ACME OR wlln mr��_ 1.' e.PIPE FOR SEPTIC SYSTEN i0 SCH.AO-i PVC. EQUAL)W11H 3'STONE AT SIDES AND 25'AT Erv05 9.COMPONENTS NOT TO BE BACKf D OR CONCEALED MITHOLT SCALE 1'W. FROM BOARD OF HEALTH. FOUNDATION— 18 —SEPTIC TANK— 202' D'BOX 20' —��-G 6.67' INSPEGBON By BOARD OF HEALTH AND PERMISSION OBTAINED ASSESSORS MAP 35B P/0 PARCEL 1-I 10.CONTRACTOR SHALL BE RESPONSIBLE FOR XS 11—THE LOCUS IS WI A IN TEMA FLOOD ZONE La ARON OF ALL UNDERGROUND k OKRHEAD URURES PRIOR }GO 11 D C AS SHOWN APPROVED DATE BOARD OF HEALTI! MA COMMENCEMENT OF WORK. o COUMUMTY PANEL RS0001 OOONi BOTTOM TH I EL.'20$' A1EO REV.T/1/92 11.ALL ROOF RUN-CFI-i0 BE DIREC LED TO URYWELLS ZONNG SUMMARY ZOMNG DISTRICT:RF-I RESIDENTIAL DISTRICT LOT fRONTAGE 20'Z p80 S.F, WI. /,� ,'L ,dl,, �' _ L MDT.rnalT SETBACK I�s. IN.ROE SETBACK 18' 'IL vw r" N uK EAR SETBACK IG' ✓L c NIN D.a.QIw.PE.w.s `\\• \ '' U1L4�. ` ��lsl II,�1 l'Ii.ai 1111'TI LT Il II 11 1 I I I I I i lk:. -C�'n. '',d re wrm:_ 2 S.A.S.DE Rs DAZE: 6/2/OS / I I l I I 1 11 II 11 II 11�1 1 Ifil6d'I •''P.,��••;... lane PERC.RATE It <z MINANw I I I i i I II II II 11 1 1 1 1 I ' t '.°a '. CLASS__SAILS P/10974 O _. w.AaO ELEV. E— -- - NO GROUNDWATER ENCOUNTERED 2u6; `P� \1r;_� \: ?�;I r;t,°•,i TITLE 5 SITE PLAN " Hn \ LOT 2 SHEPERD'S WAY X�a X BARNSTABLE (VILLAGE) �RI.. '�L„ 6 � � � I F.E.C. REALTY TRUST O DATE: DECEMBER 13,2006 down capeine WNDcT R$ 989 mem at. 0287D os-zsT DATE ARNE H.OJALA PE..PIS.� '0, '� e'"i5t Fri LE AL illlc L A AL WETLAND �3 DN.iS10 tv,e �... J L=37.72' 167. 1 p' =108.60 83'6 5 90 0.00 Lot 48 �. Area=45,119f Sq. Ft. l�� h 1.04f Acres 1 v CONCRETE FOUNDA ON ' TOP FNDN= V O 36.0" I Q 1 �r\ 125 op,h�� h q�cEss J_ 26�3)j, fAsE,yF�vr j �� • 1 n� 1 WETLAND 4 DCE #06-291 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 9 SHEPERDS WAY BARNSTABLE, MA SCALE : 1 " = 50' DATE : MARCH 26, 2008 PREPARED FOR: REFERENCE : ASSESSOR'S MAP 259 PARCE 1-1 JEFF GOLDSTEIN LOT 48 LCP 20950-Q I HEREBY CERTIFY THAT THE STRUCTURE a�Z}iOFMq SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. ��` DANIEL oyGN A. off 508-362-454.1OJAC A ai fox 508 362-9880i ` No'409 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS s3s main st. yarmouth, ma DATE REG. ND SURVEYOR TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION e Map 2.5 Parcel 00 0U Application# Health Division " JConservation Division Permit# �-1 Tax Collector Date Issued 17 � Treasurer Application Fee f Planning Dept. Permit Fee 4/ /n IS Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 9 S 4- ca Village &rr)Stn- blif) Owner F E • C• 960_1� - ruSt Address Shr,per Telephone (J`08f Permit Request Construct neW (esjdenc0 - 3 8e_jr6dw-. Square feet: 1 st floor:existing proposed 1 q 9 5 2nd floor:existing proposed �� -P Total new3 ,351 Zoning District Flood Plain Groundwater Overlay Project Valuation'�J3 7%192- - Construction Type n6V / Lot Size 1.0 acres Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Al/ Two Family ❑ Multi-Family(#units) Age of Existing Structure -&'� Historic House: ❑Yes *o On Old King's Highway: �Ies ❑No Basement Type: ❑Full ❑Crawl �Nalkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1.,gg5 Number of Baths: Full:existing new ,3 Half:existing new Number of Bedrooms: existing new 3 Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas 0i1 ❑Electric ❑Other Central Air: N(Yes ❑No Fireplaces: Existing New ✓ Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing Ynew size 5b3 Shed:❑existing ❑new size Other: r Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ C 'i; t Commercial ❑Yes )(No If yes, site plan review# Current Use_ ___ Proposed Use j%eSiden-H (j �11 BUILDER INFORMATION if Name -Fhb �-bUS�Co rn n Telephone Number �508� 11 I '0303 Address PO Boy I ILo(.0 License# ot2 406 i _8ar»stz1by MA- Home Improvement Contractor# iDo'93z Worker's Compensation# _7985 9Ve ALL CONSTRUCTION DEBRIS SULTING FROM THIS PROJECT WILL BE TAKEN TO Boca rhe, Londfi I SIGNATURE DATE 0 ' c FOR OFFICIAL USE ONLY I I } PERMIT NO. DATE ,SSUED r MAP/PARCEL NO. ADDRESS - VILLAGE } OWNER , DATE OF INSPECTION: FOUNDATION FRAME o INSULATION dtc C-� �� pfz. — FIREPLACE 4 ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL _ FINAL BUILDING DATE CLOSED OUT - ASSOCIATION PLAN NO. Town of Barnstable "W O,e► Building Department - 200 Main Street BARNSTABLE, *MASS Hyannis, MA 02601 9 1639. ,� (508) 862-4038 rFO MA'i A Certificate of Occupancy Application Number: 200706232 CO Number: 20080225 Parcel ID: 259001004 CO Issue Date: 12119/08 Location: 9 SHEPERDS WAY Zoning Classification: Proposed Use: Village: BARNSTABLE Gen Contractor: THE HOUSE COMPANY Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: — U Building Department Signature Date Signed IKE B TOWN OF. BARNSTABLE Building� Application Ref: 200706232� BARNSTABLE, Issue Date: 12/07/07 Permit 9 MASS. D3319. DNA Applicant: THE HOUSE COMPANY Permit Number: B 20073032 Proposed Use: Expiration Date: 06/05/08 Location 9 SHEPERDS WAY Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 259001004 Permit Fee$ 1,384.95 Contractor THE HOUSE COMPANY Village BARNSTABLE App Fee$ 100.00 License Num 042406 Est Construction Cost$ 337,792 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND I CONSTRUCT A NEW 3 BEDROOM HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: CIRRITO,ANTHONY 18i FRANCES E BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 11 SHEPERDS WAY INSPECTION HAS BEEN MADE. BARNSTABLE, MA 02630 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY ARTjHE F,EITHER TEMPORAiA OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE.BUILDING CO E,MUST BE APPROVED BY THE JURISDICTION. STREET ORALLY GRADES AS WELL,AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT.OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT.RELEASE THE APPLICANT FROM THE CONDITIONS OF;ANYAPPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5. INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.I42A). �' , �� >s t >, , s , BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 7— 2 r s (l Q 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 IF t 1 A ✓� � Boar of He l aFjHF Town of Barnstable. h Regulatory g ry Services Thomas F.Geiler,Director �'ArED u;�A,� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 50$-790-6230 Properly Oder Must Complete and Sign This Section _ If Using A Builder I, rrar e's Grhto , as Owner of the subject property hereby authorize lhL ttOuSit,Co►'1ti n v to act on my behalf, in all matters relative to work authorized by this building permit application for; . S Sh d VVaV v nStd& MU3o (Address of ob) Llo Signature of Owner Date Print Name Q:FOP.M 5:0"WNERPERMISS ION `oFTHE► � Town of Barnstable BAR„STABLE. Regulatory Services 9� '639 Building Division W pEEO MAC s 200 Main Street,Hyannis, MA 02601 A Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location 1 O1 5 "Vrmit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: �A c ar S z-vL- - '9,4At&69e3 t_V L -- �� T T D �>6:t S aL i + 'O-Zcam A-` -41 U 4- Please call: 508-862-40 for re-inspection. Inspected by FLA Ev—�� Date ,- - ,F m. �rw.,� sr.:.F„y,.. T �-... �-_.. �..a.-. �_. .� ...�m� .wry,*:�?_..b,,.Y�7"l'""'"`.7"+'_.s,- ..�-.A11•-.�i .,�. Y�v.v .y1;,.-r +:r . •_a `� ,� t � } - -- G 1 Roof Beamf AISC 9th Ed ASD 1 Ver: 7.01.14 By: KMW,Archi-Tech on:08-28-2008 :07:58:55 AM Project: -Location: ; Summary: CA36.W.10x17 xJ7.75.FT'. Section Adequate-By:_17.6%1 Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= 0.20 IN Live Load: LLD= 0.30 IN= U702 Total Load: TLD= 0.50 IN =U423 Reactions(Each End): Live Load: LL-Rxn= 2862 LB Dead Load: DL-Rxn= 1888 LB Total Load: TL-Rxn= 4750 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.63 IN Beam Data: Span: L= 17.75 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 8.3 : 12 Live Load Deflect. Criteria: U 480 Total Load Deflect.Criteria: U 360 Roof Loading: Roof Live Load-Side One: LL1= 30.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 5.5 FT Roof Live Load-Side Two: LL2= 30.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 5.25 FT Beam Self Weight: BSW= 17 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 17.75 FT Beam Uniform Live Load: wL= 323 PLF Beam Uniform Dead Load: wD_adj= 213 PLF Total Uniform Load: wT= 535 PLF Properties for:W10x17/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 10.10 IN Web Thickness: tw= 0.24 IN Flange Width: bf= 4.01 IN Flange Thickness: tf= 0.33 IN Distance to Web Toe of Fillet: k= 0.63 IN Moment of Inertia About X-X Axis: Ix= 81.90 IN4 Section Modulus About X-X Axis: Sx= 16.20 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.02 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 6.08 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 42.08 Allowable Web Buckling Ratio: AWBR= 106.67 . Controlling Unbraced Lenqth: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66"Fy: Lc= 4.23 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 39.33 Limiting Web Height to Thickness Ratio for Fv=.4'Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 21077 FT-LB Nominal Moment Strength: Mr= 32076 FT-LB Controlling Shear: V= 4750 LB Nominal Shear Strength: Vr= 34906 LB Moment of Inertia(Deflection): Ireq= 69.65 IN4 1= 81.90 IN4 I Columnf 99 BOCA National Buildinq Code(97 NDS)1 Ver: 7.01.14 By: KMW,.�rchi-Tech on: 08-28-2008: 07:58:23 AM Project: -Location: Summary:- (,,) 1:5'IN x 3.5'IN x 10.'5 FT'/#2=Spruce-Pine=Fir-Dry Use .� Section Adequate Bv:25.9%�`""--- — - -]! *Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 Vertical Reactions: Live: Vert-LL-Rxn= 2826 LB Dead: Vert-DL-Rxn= 1928 LB Total: Vert-TL-Rxn= 4754 LB Axial Loads: Live Loads: PL= 2826 LB Dead Loads: PD= 1888 LB Column Self Weight: CSW= 40 LB Total Loads: PT= 4754 LB Eccentricity(X-X Axis): ex= 0.00 IN Eccentricitv(Y-Y Axis): ev= 0.00 IN Axial Duration Factor: Cd-Axial= 1.00 Column Data: Lenqth: L= 10.5 FT Maximum Unbraced Lenqth(X-X Axis): Lx= 10.5 FT Maximum Unbraced Length(Y-Y Axis): Lv= 10.5 FT Column End Condition: Ke= 1.0 Calculated Properties: Column Section (X-X Axis): dx= 3.50 IN Column Section(Y-Y Axis): dv= 6.00 IN Area: A= 21.00 IN2 Section Modulus(X-X Axis): Sx= 12.25 IN3 Section Modulus(Y-Y Axis): Sv= 5.25 IN3 Slenderness Ratio: Lex/dx= 36.00 Ley/dy= 21.0 Properties For:#2-Spruce-Pine-Fir Compressive Stress: Fc= 1150 PSI Bendinq Stress(X-X Axis): Fbx= 875 PSI Bendinq Stress(Y-Y Axis): Fbv= 875 PSI Modulus of Elasticity: E= 1400000 PSI Adjusted Properties: Fc': Fc'= 306 PSI Adjustment Factors: Cd=1.00 Cf=1.15 Cp=0.23 Column Calculations(Controlling Case Only): Controllinq Load Case::Axial Total Load Only(L+ D) Compressive Stress: fc= 226 PSI Allowable Compressive Stress: Fc'= 306 PSI ra:'.3• . i . C..Ir i . IGF'M '7. N Barnstable N Town of Barnstable 0epart ent o4 Public Works AD-Ameatcaclb '''J / 141.30 South Stroct Hyannis MA -02601 http:;`hvwNv.tovt-n,.barnstable.ma.us —7007 Highway Division 508-790-6330 Mark& Ells,Director Solid Wasik.Division 508-420-2258 R.W.`Bud"Brcault,Jr..; Asst Dizector Structures&Grounds Division, 508-790-6320 Office 508-862.4090 Water Pollution Control Division 508.790.633> Fax: 508-862-4711 water Supply)Division 508-775-0063 Michelle Szepest office Manager c/0-Me House.Company PC Box 1166 Eamcaable,;NIIA.02630 Date:Augu.v 31, 2C•07 Re, House runibcr&_:-Map/Parce.l Assi6mrnert for Map 259 Parcel 001-001 Subdivision Michelle, F1160sed are copies of the new parcel records 1 created based on the.information you and Mr Dan Ui ala submitted.The fbllawing are the ruml)ers you need for the building pertxn;,t applications! i45�}'sreel I�z�:eioperT.c�t 5t+eet +cfdress 259/001.001. Lot 47 11 Sheperds Way M 2D/0011004 Lot48 Sheperds Way (4)Please Note;The address;#I 1 Sh.perds Way was maintained for the existing Map/Parcel&house becausee you indicated the driveway is to remain iti the existing Iocatloll.please be aware the plan does not shom•tli.access easement over lot 48 to go all the way to lot 47.This could cause the need to relocate the driveway for Ic,t 47.Should this happen,a naw address will be assigned based on any fuhire relocation of tote driveway for lot 47.Please bring this issue to Ic attention of the attorney and oancr of lot 47.The address%were established based on yc�u representation oft�'ne dri,'e�vay locations. Also note the date on the deeds; CTl' 1 13405& CTT' 183405 indicates the date of the plan is,kpril 2,2005 and tivti plan submitted fox•use is April 4,2005.The surveyor,Mr.Dan Ojala was notified of this discreliancy grad inndicated lie would arraage for corrections to Lie made. Picric bring this package witl,you when you apply for the building permit so the personanel in tlae various departmcats can view the changes of the P3TM infomiation. ,"also note that this property does not abut town sewer lines and a"ROiLd Opening Pzrmit."is not required becausc Shcperds Way is a private Road. Pir.nse contact me.if you roquize further assistance with these building permit applications, rank SchlFlu E91I Data. son (v/ Engineering 1Ztcvrds 141anagc i �1 . •�' �- �� f� sfftelrAv�vxK �� AM JwiR;1R♦fTl• 1 3 : I k � .C.6/l�E77it i �1.`t�� • � y 4 . a f) +.A.s=,•c',r na. �'" ac.�^<u t ��Edb.46�Y — ` • - e ��1�` / �"•.. 6 S •- .s:w fc.Mn.z n.:w s; }jt1• a i t.•�� g'��/ ,� vim./J �. y-� sb a ; rS.�p ..,t�=."i �rvi aviu.a:w:: - j! ^��.. +.�� y. : ' I.•a� � �':-•�-._,,,ce�g... r J .-�..�i� L tNVF�oF'F�r,�CY.ip .. t ,. <,- / /Vf' ^T ��'�^i � ;vs:#s Vy.•i, 1 �q� y�r 8t'.g as,r-...f.:,,a a Mm 1�P✓` '. r.�3 [sx a. .�j�innal r . sc�.k: •r�wGLwT _ /��.��_ c%. r� Src:toss J ( erw•re4 y.a+ra - wC:y}M C.P.Y,.w tf4C ,+.us r.am � � ! �•,�•.r, r PQ1 I! j pn� PLAN OF LAND .hv31>ty:W l..T t, fYP}�C L�•Sf[t R YIfS�M L r , Ix `T BAPifrtSTABt� BRA gfwae sK ai..tom.._Rp.r ss a�•s$,e. S' � "-Wk IA)ti.oi X106fmft f�(I ••a.•T-^ 1 •tii-.t .�{k.ra�L(.tivy t0K�f�fi� �4ru4 fK CQ mm 41f$M)racwwo ,� ` 1 0.�.a�fsfa,.rs) �r G _ v% da ®� AN•�4•'�OTIY _ '0 NY +ut:.tf.+L•0� IO /,j[= S ` Y 1, CIA: ucc<.m,e .�- +-- i CEA�1•.104.Ms AMIL CURVET IM Y).v.-a4 r- 7N21 eMCv!•q:I:IG,'LFSMI:t fb1N M UK, 11:flg7S:U11S ,JC (f I brs- •— �+KP9 6t aR Y[f1Fp-CCG 31.If!••�M -___._ �... t/� •\•� it•.`� [yam .�.q'�+• lGYO.�TS.Wf ROM r1KP 7 f - - . ATT V,�ora al f..ra,..<.py�y�„• u.e Y-♦-e< _.. _ :. '�y.- '1 ,:v�.; �ctFt �neerJne iila e).it criczw�Las aatf¢!f.Glfa P.LS TAHib 9URVLYonv - n•e.) q0 aen R.P u;-t.n. moo 11 lIQ .. . .VV1 1 _ 1J W itl,I: `Ij �i r u PytrcclLdit Page I of I , r i ae., �ti3 y,? Yr k;''f '� y..'r.'•"`.• r•df .a: - et.._...,,•..tiy.:.,C:,.:. .. .. ... V .:/./i�.••k.. 't�,.'+C�i'C/"'t(W L/`", '1�,:, �i•r'.,Y,l`/�if�• "=.`,N �waw�T Logr!L !Ii iYS: 3 r' C 5 } 1I�-��ff Friday,,Aucust�1 ' C J Frank sch'e+�el Pa`r4,e 1 Application Cunh^r Rod SYstc:In kopotts Ro,o System +r�YYiYrYW uw'n.•� �.r..r..u,.ww.iwr.��v '"N•+1 Y . Farce)ID: ��?59C0 �s,� SewerAcct: Tip Devel LotLC) 1 Owner: C:Ir�F�,1: :? lie';'1iCJ)''Y J t� Fry!},PdC.:ES� �.._.� �..y..�.. Co�`wt�err Street! 1 1 9HtaF'r:;L05 Vvf;Y ..... City t'r'�R,,N ,1 t,Ft!_ly 91 30 Location: i1'1 is FERus WAY k; : V;;iage st ole _.......__' t .... . -._. ... .__..- .......... Barn R-ad Index: 11480 Pri Frontage: S�c:mdaiyRoad: Sec Index: OUZO Sec Frpnt.age: � Vision$Locatlrn: j1 1 STIEPt-75S WAY Last Updated: --------------- NO. Bldgs: 11�'-�~-� Account No: fQ1 ,e15 Lot Size (titres): 4.7i9�aii�kl i state COS, Year Added: `I i f Fire Dist: 1 Deec Date f7.''1':/��? Deed fief: C173Ci.,)I Land value: $:`:i+';3f?C Sldgs value: 27.- t`�lr� Ex ro Features: 1 6QG F. �...:.........:.............:.. . Condo Complex �'`� i✓uild;riy: Uoit: RoadErgIneering Page 1 of 1 �rr. �7 rjs .I*rj eel oad Syste Friday,August 31 2007 Fronk, tiCt;le jFi �„ Ap;�CCCii0o1 f.:,;nic:r fioad Syslc�tr;!%r.;pares R%��d SysC:�n� Search Options search By Par cels , evi Parcel . Map Blocak. Lot 259 G4� S. en :Prt:v ivy::<t> Page 1 of 1 �c� Add Record Lmcaiiora_.,,.�._..._..._..�..._..._._,___�....._....._.____. Willaqe I 11 SHER R F CS WAY l_C1'47 SARNSTABI-F. SHEPERDS WAY L©7 48 BARNSTABLE ?`errz�Pa7retFd;t Page 1 of 1 � shy•q t�!`��•., `n jp `',,�•``:� �.+' - r y. ,Te Ye^��^ et�n. 3.� iL Y{. ._... ✓Gr�'C14 T rr .r 4 !.o�grsi it rs: New August 31 2007 New Parcel kpr?d tiyst(, 1 F l`.y:<)f'i:: Roar' System The record has been added. Parcel Detall New Mappaxei! 59 �E�`1�1 , 1 StrL,Ft Plumber! FT, Unit: Dev Lot: L©T 47 Road Name, �SFiEPERDS WAY / TR Sec Road T,/i; �— r................. ... ... . .. ... .,_.....,...._ ,,..,.....,.,.,.,,,,,,:.... _ Vidage7 01 -Barnstable parr,Of M/ry: Map 259 Parcel 001.001 Pian Ref- Lf: P ! 2dC�50 t1 ' w� Updated �H�Plii. /y / - - BAFNST.18Ld NARaOF n4•• y GOCUS ��!!iL .m�"iie•A�� o Eiu 1 a^ I NrAMf;�v�.GMOI %NC LOCUS MAP ASSEss—u��ss9—cm I-1 ' U' "I m m\ \ /m m m a s plsArn Muaaes Ice aPo,-f ZONING SUMMARY eO' 4 &L MA OTBJO cg ZONING DISTRICT:RF-1 REAOENTAI OISTRILT ID b m `�'�- m a m - ` 6 - MIN.LOT SIZE O m I m\ m m m i1' m m 0 N. O FRONTAGE 1.:110 S.F. :NM�iI, +• Salt Marsh m m "'•- ,. •••u m '/ i o + - LOT LOT =5• ' •: �} m m �� altiy �� L MIN.FRONT SET9ACN JO' MIN.SMDE SEETO—f ILa S'91E IS LOGTED M1WN ME QLI F PROTECTION OV LAY DISTPmT Lot 1 "b• m rS,Fe• n'" `fir,.�.o a`4` ,; ;_ m ".�"'� w e• s T"' _. N OWNER OF RECORD Alee-83,9105 Sp FL La or N .�.E S`L ol!/1 44`• Wr°Y Lane ORRRRI O,ANTHONY L Q A' m 1.93!Ace. I 'r=.°e FRANCES E '/ I/m ,LL I it SHO' D5 MWAY •`'°v'91dfF�.•'itl! A.34 AamtlpUuplantl)pI A 1 I (I.OB(0.59m lE Wauwa)�� , I I oNulsrAazr.uA DT6]D / m a :1&53 I I I " /14 ° ` / I I REFERENCES LAND COURT CERTFICATE 169N5 ' M` •Ui �A41rw �'^• I I L.WD CWflT PLAT 2DY50-M Lot 2 Aa, A-4S719L 4 FL or p.1'• - - 1.04t Aces I I 3 uMGaA;MA D nJ ^7 I eI k 8 �A{1 PLAN OF LAN® TO K FILED IN LAN.COURT J,S:l f SA �N BANG A DIVISION OF LOT 37 SHOWN ON LAND—RT PUN SOB1D-M .1N,!� BARNSFABIL MA eMJO . _ IN BARNSTABLE, MA PREPMp)fOR yy Y, ' a ANTHONY CIRRITO xlB f SSTABLE PLAN"G BOARD m RNOVAL UNDER 7NE SUB0114 aV Q DATE APRIL 4,2005 CQY7Rat CAW/S Nor REIXNREB Setial-_ P L n I CERTIFY THAT THIS ACTUAL SURVEY WAS MADE ON THE �1 I •-�""- GROUND IN ACCORDANCE 1TTH THE LAND COURT INSTRUCTIONS OF 1989 ON OR BETWEEN DEC.21,1988 ANO APRI 2005 ! down cape engineering, Inc. ..�NofarFEFu"vAnov As FD taNNAxrF�.,.r�r .•. . - .�RctvllRENdrsNArpeavuADEnv Br A CIVIL ENGINEERS DATE Y-Y-DS unASAA:,. •":,aT" ?.wFrlvpep AK BOI£q'gOp5alFNt. ., DANIEL A.OJALA P.LS LAND SURVEYORS „.,..,... �039 mew ri,F—OOWpOM me 02675 x, dO � q5 �VC�1'IC��NC?ING PI.►��I�nS►�1�t�Rd :.in and!or D�.) tiiTl�nt. rG'se,,No Land in or, al filed of Tit!., lo.._A) 6 6 Ar . ;, c ; , on the 11�. }:. 3 6 ... j no further `)f sail! M5, This clot ce n-lay L)C� Cora 4pproW pl&1 gi these loi� reauji **�the hi igi l 38INVISISS Loki) LJ3 �� )o, 3W• b 40 AN!Ho`Jr3a 8d1 SHadB S I AN Up 1 ,t Doc:973s491 07-13-2004 12:06 Ct f �2 173691 BARNSTABLE LAND COURT REGISTRY rI i QUITCLAIM DEED Anthony J. Cirrito and Frances E. Cirrito,Trustees of 11 Shepherds Way Realty Trust,u/d/t dated April 22,2003,recorded as Document No.919,541,both of Barnstable,Massachusetts for consideration paid of One Dollar(S 1.00) grant to Anthony J. Cirrito and Frances E. Cirrito,husband and wife as tenants by , the entirety, both of 11 Sheperds Way,Barnstable,MA 02630 with QUITCLAIM COVENANTS a certain parcel of land with the buildings thereon situated in Barnstable, County of Barnstable, Commonwealth of Massachusetts described as Lot 37 on Plan 20950-M entitled Subdivision Plan of Land in Barnstable,Down Cape Engineering Inc., Surveyors dated January 31, 1989 and - filed in the Land Registration Office October 2, 1989. PROPERTY ADDRESS: 11 Sheperds Way, Barnstable,MA 02630 We hereby certify that: I. We are the sole trustees of the 11 Shepherds Way Realty Trust under Declaration of Trust recorded at Barnstable County Registry of Deeds as Document No.919,541; 2. We further certify that the Trust has not been terminated,altered or amended, except as may appear of record,and is still in force and effect and that we are the Trustees of said Trust. 3. We being the sole beneficiaries of 11 Shepherds Way Realty Trust consent to the conveyance of the above-captioned premises for consideration of One Dollar. For our title,see Certificate of Title No. 169095. 4 Executed this 8th day of July,2004. ANTHONY IRRITO,Trustee of 1 I Shepherds Way Realty Trust FRANCES E. CIRRITO,Trustee of 1 I Shepherds Way Realty Trust COMMONWEALTH OF MASSACHUSETTS Barnstable, SS July 8,2004 On this 8th day of July,2004,before me,the undersigned notary public,personally appeared Anthony J. Cinito and Frances E. Cirrito,Trustees of 11 Shepherds Way Realty Trust, as aforesaid,proved to me through satisfactory evidence of identification,which were STATE DRIVERS LICENSES)& to be the person whose name is signed on the preceding or attached document,and acknowledged to me that he/she signed it voluntarily for its stated purpose. �M•Ffip�?(��' Steven otary he 4 � F� My Commission Expires: /4/Q .1r �f P1t= 6r�"'N BOSTABLE REGISTRY OF DEEDS r Doc: 1 :066:874 06--18--2007 3:23 Ctf 46=1834QZ5 BARNSTABLE LAND COURT REGISTRY QUITCLAIM DEED I, FRANCES E. CIRRITO, surviving tenant by the entirety of 11 Shepherds Way, Barnstable, Massachusetts 02630 for consideration of One Dollar ($1.00) paid grant to FRANCES E. CIRRITO, TRUSTEE of the 11 SHEPHERDS WAY REALTY TRUST, u/d/t dated April 22, � 2003 and filed with the 1 Barnstable Registry District of the Land Court as Document No. 919, 541 of 11 Shepherds Way, Barnstable, Massachusetts 02630 C _ with QUITCLAIM COVENANTS, A certain parcel of land in Barnstable, Massachusetts and 4.1 further described as follows: qShown as LOT 48 on a pending Plan of Land being a division of t� Lot 37 shown on Land Court Plan 2095 '-n- rnstable, MA Y l prepared for Anthony Cirrito, dated• pril 2, 2005, cale: 1" = Y I 301 , Down Cape Engineering, Inc . , eivtt -- gineers Land Surveyors . The above described premises are conveyed subject to and with the benefit of all rights, rights of way, easements, appurtenances, reservations and restrictions of record, insofar as the same are in force and applicable. Frances E. Cirrito, being the surviving owner of the above- described premise depose and say that my husband, Anthony J. Cirrito died at Barnstable, Massachusetts on September 15, 2006 and, at the time of his death there had been no divorce. LAND COURT, BOSTON.The land herein described will be shown on ARDITO,SWEENEY For title see Certificate of Title 173691.our approved plan to foliowas STUSSE,ROBERTSON &DUPUY,PC ATTORNEYS AT LAW WEST YARMOUTH,MASS JUN 1 -3 2C97 02673 ' (508)775-3433 �1 Plan 209 50 Lot 9 (EXAMINED AS DESCRIPTION ONLY) Georot Capellanis,Engineerr) — WITNESS my hand and seal this Vk day of I , 2007. h Frances E. Cirrito COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this \ '� day of 2007, before me, the undersigned notary pub c, personally appeared Frances E. Cirrito, proved to me through satisfactory evidence of identification, which were a,�.�y 'g �,�� , to be the persons whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. (official signature and seal of notary) . My commission expires: i- -E- 1: my \Guerin\MJD\cirri to.E2 948D\DEED for Lot 48.doc ARDITO,SWEENEY 7ATRUEC0jPYATTEsT AOUNTY REEDS STU&DLJPUB,PC N 8 DUPUY,PC ATTORNEYS AT LAW WEST YARMOUTH,MASS p-� . 02873 (508)775-3433 RARVAIIII REGISTRY OF DEEDS Doc=1'D66.944 06-19-2007 3209 Cts-wo-=183416 BARNSTABLE LAND COURT REGISTRY QUITCLAIM DEED I, FRANCES E. CIRRITO, surviving tenant by the entirety of 11 Shepherds Way, Barnstable, Massachusetts 02630 for consideration of One Dollar ($1. 00) paid grant to FRANCES E. CIRRITO, TRUSTEE of the F.B.C. REALTY TRUST, under Trust Abstract dated February 15, 2007 to be filed with the Barnstable Registry District Land Court herewith of 11 Shepherds Way, Barnstable, Massachusetts 02630 with QUITCLAIM COVENANTS, The land with the buildings thereon known as 11 Shepherds Way, Barnstable, Massachusetts, and further described as follows: Shown as LOT 47 on a pending Plan of Land being a division of Lot 37 shown on Land Court Plan 209 stable, MA prepared for Anthony Cirrito, dated: April 2, 2005, cale: 1" = 301 , Down Cape Engineering, Inc. , ivi ngineers Land Surveyors . The above described premises are conveyed subject to and with the benefit of all rights, rights of way, easements, appurtenances, reservations and restrictions of record, insofar as the same are in force and applicable. Frances E. Cirrito, being the surviving owner of the above- described premise depose and say that my husband, Anthony J. Cirrito died at Barnstable, Massachusetts ou September 15, 2006 and, at the time of hkV*deaGh-tZere�had been no divorce. For title see Certificate of Title 173691 .LAND COURT, BOSTON.The land l ARDITO,SWEENEY "11 described Will be shown on STUSSE,ROBERTSON our approved Plan to foNow as &DUPUY,PC ATTORNEYS AT LAW WEST YARMOUTH,MASS UN13 297 02673 J {508}775-3433 & zon�Q Lot y 1 MW Oki)AS DESCRIPTION GeorgeT.Capelianis,Engineer�s'� WITNESS my hand and seal this day of u r, 2007 . Tvc7�r� Frances E. Cirrito COMMONWEALTH OF MASSACHUSETTS Barnstable, ss . On this k% day of 2007, before me, the undersigned notary public, personally appeared Frances E. Cirrito, proved to me through satisfactory evidence of identification, which were �Y�y�� R , to be the persons whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. (official signature and seal of notary) . My commission expires: 3 — '� . 1►� L11i1N I:\Guerin\MJD\Cirrito.E2948D\DEED for Lot 47.doc ARDITO,SWEENEY STUSSE,ROSERTSON &DUPUY,PC ATTORNEY$AT LAW BARNSTABLE COUNTY WEST YARMOUTH,MASS q TRUE REGISTRY OF DEEDS ATTEST 02673 (508)775-3433 <5c� BARNSTABLE REGISTRY OF DEEDS JO F,MEAAE REGIMR Y HAMLYN CONSULTING A- 690 Thousand Oaks Drive, Brewster, MA 02631 Fhone & Fax: (508) 896-5203 January 23, 2007 Dear Abutter: Acting under the provisions of M.G.L. Chapter 131, Section 40, and Chapter 237 of the Code of the Town of Barnstable, the Conservation Commission will hold a public hearing on the Application of: F.E.C. Realty Trust Frances Cirrito, Trustee 11 Sheperds Way Barnstable, MA 02630 for the proposed construction of a single-family dwelling with attached garage, deck, patio, walkways, drive, subsurface septic system, walls and drainage; and relocation of existing shed on Lot 2 Sheperds Way, Barnstable, MA (Assessor's Map 259,'portion of Parcel 1-1 ). The hearing will be held on Tuesday, February 27, 2007 in the Hearing Room, 2nd Floor at Barnstable Town Hall, 367 Main Street, Hyannis at 6:30 PM. Plans are on file at the Conservation Commission Office. Notice as per John Abodeely, Chairperson of the Conservation Commission in and for the Town of Barnstable. Yours truly, Melissa Freedman Hamlyn Consulting t i Permit# Permit Date REScheck Software Version 3.7.3 Compliance Certificate Report Date: 11/05/07 Data filename:C:\Program Files\Check\Shepherds Way.rck Energy Code: Massachusetts Energy Code Location: Barnstable,Massachusetts Construction Type: 1 or 2 Family,Detached j Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 15% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: FEC Realty Trust 11 Shepherds Way Barnstable,MA 02630 Pam /��{►�� . • mp Ceiling 1:Flat Ceiling or Scissor Truss: 896 30.0 0.0 31 Wall 1:Wood Frame,16"o.c.: 3819 13.0 0.0 266 Window 1:Vinyl Frame:Double Pane with Low-E: 493 0.350 173 Door 1:Glass: 78 0.350 27 Floor 1:All-Wood Joist(fruss:Over Unconditioned Space: 1279 19.0 0.0 60 Compliance Statement.The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heating load for this building,and the doling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Company Name Date Page 1 of 4 REScheck Software Version 3.7.3 Inspection Checklist Date: 11/05/07 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor.0.350 For windows without labeled U-factors,describe features: Wanes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.350 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture shall have been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder. ❑ Required on the warm4n-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts shall be insulated per Table J4.4.7.1. Duct Construction: ❑ All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturers installation instructions.Mesh tape may be omitted where gaps are less than 118 inch.Duct tape is not permitted. ❑ The HVAC system must provide a means for balancing air and water systems. Page 2 of 4 a � 1r Temperature Controls: ❑ Thermostats are required for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: ❑ Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps require a time dock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. it Page 3 of 4 i � \ l i Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature("F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range("F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressurelremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.01 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Page 4 of 4 G�� ' G2��_�� .��• Loy- a r ham` \-s VU�,, i..�C. T i1tgxc.za 1 @tl y 11 151 a. } Pig . ; Huk�ns .. r and i s i a nd,r �r slandi x = s ' Give 85tUf2Llgh 1 sit zz is I e sli, Ism mi in, `Ulf gnu =ys= I —�"' � � �,.•„�,�'t:._•, � � �f 1 � ; w t"„Ik. � '"�y 11 1��s � `, \ "�� l 1D�f"'t �.�, - TV 1� �• ils••� �''�� ,�� -{k ,� �292�i ��tl'`. �� ,y, ` 111 '�f 50;t(" :l{�I �`�1�.,�t"�``�;„`��`' �j -�, '�yVb�1, ''L� yjµ `�..1 l'✓ t pit h t ~�� { �J�(�I (��y L 'Y' -Sew xt a I s�J ., 1 �`� •r.dk i. �^°may" • L 1« S'! 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POINTJA i o q� O bN 1 � ' $ Olde MATfWAS Z W° olonial �A '� Courthouse OY It RIC 6A P . �o COLONY EUFF .BAY 5a 2� R L-E� ocu °2� �a §Z �1�U VILLAGE srunou ,� oA .` s��+,. sx 'moo �;� ¢19000 BIKE � � ��$ -_�„� svPT ...� �� 3arnsfa5le 3� COU o o F o �+ c :o>r I 42 rIQUS UQ -�� 'F tuns <;?�'J Barnsta5le�N �r $� STRy a' y z3= ''.2 -� ESS °° orr c .y - 'i�',4r. -roCHrHq�jS �� AIocE 10o Cam i AV DR a 1 Cape Cod erg= gNOROFT Community 9 y y PG MCr oR�R °— 132 College z. 11044k V4 F�', Hyannis G o IF, Qr HOc� Club of Ro �� 09ms Pao lyannough MillstilL airs oP' 77� 5 14i - HO)TRYING '^y C.APN�P�S S `'� CRANBERRYLA . G 3 LAK@1IEW OR z c�a QFA�� 02�77F.��`u, HADAWAY i Affidavit of Substantial Financial Interest I, J �,�f (f)alCLte►YA of T h1C-A)L4SbCo" n , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map zJ�, Parcel 001- 00 . The address of the property is of ShCAO&& 0104 &r stzz Le, UZ(630 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is 0 _, the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address Fi anceSCirn' fib 11 Shepercls Wu &rr)stabl,U 02-(,,30 4. Within the last twelve months, from today's date, which is COP , 1 have had a 1% or greater legal or equitable interest in the following properties w ich have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted U building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last.ten days, I have submitted y building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted C building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received 0 building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of p %' this y ay of , 2003. 2001-0050/afFin 1 Q/LOTTERY/AFFIDAVIT K..V FO"ATIOM GENERAL HDTM 3 N 57' -FULL ICX O GOMGR'C HALLS TO BE •(SWAGE SCADS TO BE 4'APED IETE Id KEY; P C M 2 R G ISOF !FOOTING COW.PSI ON 6'XORYHELL-PEN51 GRAVEL .% N KEY:PROVIDE 1 ROWS OF.4 REBAR TO TO PE NIAxDRY Del"In;SLAB IB'C 16'4 ID'-0' {dTl ---,.�•"' •TOP BOTTOM OF MALL INAIJ.HEIBM TO BE'AOPED APPROX s90TN TO TO EF APFROX TJ') OVET6EAD DOORS •LONORflE FROST MILLS TO BE Id TNk% •C•RAK SPALT TO BE Pe6}gp N Y ON 2dxIY COMLREIE FOOT INS N KEYOONGREIE OV3T COVER 10'4 S.le' G'4 sob, 10'A e' ••9 9Ae' CA SAE' d r M (NEIWl OF WALL TO Be BASED OH GRADE .AREAS BELOM POR12C5 TO NAVE 6' 4 W'LONG.MBE �C TO M0M 44O,%P TKGMON PIR,6RADe PILL-6RAOED GRAVE. q-.6 N 1q•DIA'BIOFMi' -COYMCTONS Of ALL 1l161/T PC1t✓DATIOM •CELLAR SASHES TO BE ANDERiD F7Bii / / \ / FOO71M6 N P.T.4x4 P05T 4M EO YIALLS TO FROSTNALL9 TO Be s�D N (700 58BE51 R.Q. 7d ve'x I••T V4' , _... t\ KEY MAST FROM Ix41 •COWCb TO BE s VY DIA,CONGRCM \ \) Fn:Pn STEO.PIFE 13 •P.T.7X6 SILL N U7•ROMANCHOR BOLTS•e'-d \ y OL.MR AND II•FPOM CORIEItS.nlwe •POOTIN65 COtiMNS TO AENEND 17•TACK: SHALL BE A MR OF 7 WILTS,PER 6ILL f6ARA6eS P ANY FOOTN65 47%47 AND L.ARF+FR 'T 6'•1 9/4• R'•10 I/1' q'-0' 4-0' 1'-6 VY 0'•S VY 14'-0• N g POW N FR05TMLLS TO HAVE 91Nd.E 91W TO MAVE-5 REBAR 6 IY OL.EALN MAT IPOOilM9 SIZES NITED ON PLANT ,P •�pQj •BASEMQ+f S1A04 TO BE 4•CONCRETE \ L N) R 3 I3000 PSU ON 6 MIL.VAPOR BARRIER OVER 6•VaL-6RAOE0 GRAVEL.COMALTED TO Is%MAX DRY DeftTY a V 'Q 1 ..........................................................................._................... ` V i n r-------J it II I - -- "-- - ------- W4 v = ._.............................. ......... .............._................. 'J .........._.... _..... -...................-_.. WON•Id310 I i 7Xe E%lEWOR YIN.I. I I I DROP TOP OF PCIMD.I7ALL To eOT.CF SLAB.M-I MAIN 1 4.0-PRDM 6RADe TO m BOTTOM OP FOOLNG. 1 I PROF D I I MAIWAIN 4•-0-FROM 6RADE _ ( I I - •— S I I L TO BOTTOM OF FOOnNG. -✓✓ y - I I I I I fd I rq I I I 4-1 r3 74, T I 1 'I _ I I L t J L. J 5 Is••B 3/4• I .o• I s x 2' n'-B s/s• n'-6 vI' ie'o' I g I I h I' sd sa f0*01E] Ax�° NEYEL I057 sq s+ ` ,AAA° T 47 42 r—, 1 ,o%So STiEL eEAM I ` I No x -....-. 1 I W10 x 30 STPI.BEAM—1. I I :• I WIsRRB( I I I 1. I J ies•K--. I I DRGP TOP OF POw1p. � I I Im __________________..! I WALL 4'-6'.MAIMAIN• _• I 4'4•FROM 6RADe TO I I OM OF FOOLING. % I __ 9 I I I L _I Ira I/7• -�° 1 .. I -- . I 2X6 ON P.T.Us SILL Q I I N I/7'Pf1GIlOR BOLis I ��^ N I � I i� I , e b'-0'OL.1YFICAL Yi I I I I !_ I I I CAST 7X4 KEY I a '° I , f a a I 5 _ - f _ I I b' I Lag'a�ti o-6' gaav r-- Y I i TOP 6ARAGC TULL I I I '. I 1 AND N SAME E WALL AT SAME Le/Anox I ____I I jA .a - 5Fs5zi "a 1 , I .• .zest__ "t-=iia„. I 1 IW 2'VIA, bFoor < - FOonNG J_J V) � � T=- ,V UIE•%C M AVATED i J I (pCl- �4-J O IL PROP TOP OF V.YiALL I V V) L ---------------------- W =3 r - --- ------- - LL LL S'•1 s/4' 4'1• I'-s' 9'•6' 9'•6' I'-B' S'-B I/7' 71'31/2' job no. 0651 date 03 xNa 200T $Cale AS NOTED drawn PAN rev. -,_..e.,_...-.--�.•----•—^ rev. FOUNDATI ON FLAN A- 1 ISSUED FOR CONSTRUCTION ebt: I of II .6 `v�•S N V A< A-0 _ 06e VBIT/GAP Q� W P� 75 F A 6 t) N • itt�S � .O V . ARCHnell l ASPKIT SHINGLES — v � A WDGe vewl cAP A•6 � s � b o E TnIXS HEAD CASING IX L%41AM8 crsv+6 JI i1 I] Imo] LO V AGRfiAI I ASPHALT SHINGIJ:9 V TAPERED SILL 4 ®® 4 -WL.SHINGLES W YfAVEO CORNEAS s SEfANaD� _ /V�J SLB FlA R SECOND PLOOR - - - ---ALW4.6BITERo W •N ALrA5 GVTIER ON�r _ I%FASCIA 1%FASCIA W H I"IEAO CASING H EL7 IKS NEAR C 11%6 -LLIX{1AM8 CASHES u 0Fnl4 IX41AMB CAWH6 _ _ 7:I TAPERED SILL ^ / 1 _ u `/ y FM • WC.SHINGLES W WEAVED COWERS � O � RAILED Q Sig PLR. r ' •1+ •PIRST fl v �SL®fLR.G FIRST FLOOR IX4 FR E OELKINS V ON P.T..T.FRAME QJ� l IX4/D00 TRH . 44 pS'Lip5i WRSIDE DIM.IX WARPT1P, = LIMIZ ' Ix WRAP BASE fu W HOLLoINS BA n TOP OF 5MOLIFNT FLOOR - - - - - - i0P Of BASEHFM fL00�• . I 1 I --- -------------------- - ----- --- - - -- - i. R E A R ELEV AT ION L L SCALE: I/4' a I'-O' o+$1<?.S �' a >"89..� <s9 06E VENT/CAP '� aVd aS c'em d 1us nc�V<co� RIDGE VENT/GAP <^-�Y n m`•D-y~m$m 41/2 I Zmt4in�uH It ARCHITECNRAL ASPHALT 5HINSLE5 IA/ixD RAKE(NON ENLi-OJrI N ] NNECNRAL ASPHALT SHINGLES �, V) m I/' I%U N +-j A� IXS HEAD CASING t w IX4 IAMB CASING Q T@A ORACKETS -= IXS § C� ]X TAPRD SILL L5 WC 5HIHGLS W YF1VE0 CCAERS UJr WEAO A1G m�An:a� EL%4 MT.1400 NY DECKING O%iAPENEO SILL ]-0 GONCREtE APRON ON P.i.FRAME 0 FL0..4 PIRST FLLtlR� O-SUB fILR. - - - lIl1r-� Ob R0. 0051 V G PIRSi P100R LOP OF J IX4/I%10 TRIH dale Os DINE 2O07 S(We AS NOTED POST W I%WRAP S'OUT5IDE OIH.ITP. ___ _ _______ I dldWrl PAH rev. rev. I%MOJI.DWRAP BAse W ING = tOP CP OASEMENT FLOOR —_- - ----------------- __________________________u A— 5 i i 1 I 8 ? LEFT ELEV N Sm: s of u A T I O N =---------'--------------------------- r .• ! SCALE. 1/4' a I'_0 ISSUED FOR CONSTRUCTIO -------------------------------- ! 4 veTTr/GAI 11Yeefff ARGPRGIBIµ wvNN.r SMRaeO RIo60 VENT,GAP B M M • "RM A N.7 SNINGI2! M 4WAD "GASIIb tl LX4.uN0 tASDu 4 u rAPER®slu Ro 4 AG,9VIC es rD PUV®CORIM_sue ftA�syDepcyyam Twat - �� C 1%FASCA�R ON `A'B PHR r• AIU41 ITS eA J;7 I%B NEAD 4ASIN6 1%4 yW0"SINS - IXS IUD 1A1IN4 /r . Ix4.wIe GA5IN6 n � tc7 ` 0 2X TAPERW SRL WitST FLOOR u �� L• V NO,SNMGLES W YUVED COWRRS � ++ - / yg u V--. UI HNIOOANY p[GIUNg __ - - •PLQST flOO1f/�- O � VJ M/IXN,TRIM •- I u 1 c vs v�sioe OR rTr. Ila . . �OP OP BASEMENT BOOR _ �..JfI J - TOP OP OASFHENf ROOg, 1 I 1 I i t 1 I I. ------------------------ ------------!-------------------- ----------------- ------------------------------- I --------------- ----------------�_----a--R E A R E L E V A T I O N -- -- -------------- -'-- :: T . 1 O6e Val CAP 5'L JS$ RIDGE VENT/GAP - A-g v3 G ag 2 b.8 2,F - Ix �9}AYE 3=�5a_ "x53' s ARGMTEGIVIRAI ASPNKi 5NI1GLE9 IM „ S IM IXSAXB RAKE(NON DU&T-M) IZ tw= dig li APGHITEGTMUL ASPHALT SHWAX5 P/T V) r%PA IAPtEAON IX9 WAD CASING 1— _• 6 (((��,''� 1X4-Wo OASM6 �-y „}.I 7X TAPERED$ILL M 0 :..5TOM BRAGKET3 i N t w T U(/� Lc. O Ixd MAHOGANY DeGXIN6 I%d.w+B CASII J ON P.Y.fRAl4 )' ` o u IXS NEAO LASINS HG.5NIN6lE9 W NPAVED LCARER9 W r 'TV Zu Q�we.PLR. Dx v,PBIED SILL 4 YIfL`T PLMR 14 CONCRETE APRON I#4/IXIO -� roe OF raLl. , Jobno., o601 P 9ASTOUrW Ix 510 e DIM.M.1rRAP—may I date I 09.uNe 7007 i 1 FEM - - ------'----------- ----------- ---------- •----_••_'--'--_ �{W\V c�L.-.P-� �.1 SCaI! A9 NOTCD i ' drawn I PAN w/t"gaP,DBt"KT� fey. I /S TOP OP BASpiENT FLQ�R rev. �- J i ; -�_.._________________________4 1 I LEFT ELEVATION � 5 ____--_ ISSUED FOR CONSTRUCTION 5ht: 9 of n / FaMATION 604RAL MOM% u f ALL Kle«T cDNcrtere MAIL-a TO BE MWO&AKAOCP 6L N F LL 1'CONCRETE OR . a'KEY: P ON 1OA1'CONO F-.FO01p6 COW PSv ON 6'nEL OV ISID GRAVEL ~ ,i• W OP PROJIDO 1 FA OF 44 REBAR TO TO Wet MAxDRY DENSITY;9LA8 U'C U'4 W.O. . •TOP I BOTTOM OF 1UI.L 11'V16 KI6MT TO BE SLOPED APPROX 990/N TO TO K APPROX 4•i7 OVERlG1D OOOW (.ONOfBrE FRO'11NA119 t0 a'TNICK •CAM'SPACES TO at PRg91®W r 4I CO CRUM'GprRGIE PQTO el!I KEY CO CRET!m COVER a'•9 9Re' a'4 9R6' a'-9 S e' '4 9RD' 1'4 9R0' 4' = (NEWT OF 1t4LL TO BE B/SEO ON 6RADE •AREAS 00.0R PORGKS TO IUVE e• � 4 ��'� � Y LOILITION}4'-0'MIN,PROM PK.6RADE W 14'pA�NPOOI' TO BOA fill OM OP Pa0T0/81 PlLL•6RAOED GRAVEL PCORN6 W P.T.4x4 POST 4Y -CBLLAR&ASHES TO BE ANDERSE!-20n \ / / - TO FR090PiRFALLLLL9KO BE�JIW YV TION t100 SERIES)RO..r•e Y9•x I•.1 v4• I .L�. .�. •�•- -� / . KEY(OAST FROM 1xH .GOIl.Tc6 TO Be 9 yr CIA.GONORETC FILLED STEEL PIPE -P.T.2X6AN.SILL AND 0 vT ANCRov,CO BOLTS•e'-v �1 H 0r.°.NALL BQ AA MINIOP=180. GARASES 4 FOOMNSSS 43 x�41r AMC IAABER 'T S }} PORGIpB W PROSTw2 DO"NAVE SINGLE SILO TO NAVE•S REBAR 1 Ir OC.EACN MAY 0'-I&4' '-O I/Y R•-0• Pd T'-B yr 0'•9 I/1' (FOOTING SIZES NOTED ON PLAN) \ f -BASEME r R.Aft TO BE 4- WOO LOW-BETE I, N�1C W Q 4 �i OVER PSB ON a NIL VAPOR BARRIER TrJ^#' .0 L J,o q o-Q F/•�l S ' TO6'XK GRADED TRAVEL COMPACTED `F...-+v �'l Y '` v 1. ra W»MAx DRr DENSITY ----....._-_......._.__..........................__._........................ I Y pf ------7-----------�•149a II _1I. .—._._._.—._._. IO _.....M.. ............................ ..._.... ......... .................... .. 1)6 EXTERIOR MALL M rO00T ... R ; •L_7 SLAB MAPONN ON4 (,J ..... 4'-0•FROM 6RAOE TO f L W'��'v I e f , BOrtOM aP P00nN6. I : ____ I ICu °t.oGD:.a�B. V ».. X1.ST I I MAINTAIN 41-01 PROM 6PADe �y lNn o U�S TO BOROMg FOOT N6. I I Mil u -ro 6oT'N � I Gt�aS FL t�oR 441 1711 ' Y I IT-3 3H• L , n•-e I/1• L J - - w-0 I 7 Is•-5 va• v . 54 4'P• NE _ YAP• i-',2♦1 A • I '� I I • -J I Toox 30 sTEEI.BeAM I TOO x Bo STEEL BEAM 4 r I DROP goPo�larm. 3bx9 I ._ _I __ -........ I _ :... i I I 4'-0'FRO4 GRADE TO BOTTOM OF POOfIN6. O I 11tb ON P.T.1x6 SILL , . R W-W OHO.TYPKJLTS CAST 1x4 KEY I � ' -----•------- -- -I-- ----- ---------I �'_g5srag3 'I"gkk �usE"SsoyB - S Y I I TOP OF 6AP.VA MALL I I I I I q A•6 Y 3 e 0 0 AND NOVSE MALL 2 ^ _ AT SAME ELEVATION I ___ o- I m I I I I a•CaNc.W ''I W 74'DIA.'BI6POOi' I I FOOTING oil 4-J W aj I tii. I : I I (� V1 0 C 1 DROP TOP OP LONG.MALL � I I V �- i ON.00095 . L A ______________________4i W ---------- ------- - - LL LL r(Q {¢1 A of I f 4I <••a• I••S• q••6• q:-b' I'.3• 3'-B I/7' 11'-S I/1' job 80. : Oe9I 4-0• 11'-0' 16'-0' dateI OS.NNE 7001 1e'a scale AS NOTED tt t j} L ss •�( C 44{�3 10'-0• drawn PAN rev. : F0UN12ATI ON FLAN SCALE. 1/4• . 1'-O,' 1�`d15�1�`d0 � �Gl A- 1 ISSUED FOR CONSTRUCION shc: I of 11 SYSTEM PROFILE NOTES BARNSTABLB HARBOR 4 crocus 8'OF ilp.GRADE LEGEND SEPTIC DESIGN: TOP FNDN. AT EL 36.0' (HOT TO sR 1. DATUM IS NcvO ACCESS COVER TO NR10N - ACCESS.COVER(WATER11GIM TO t'2 100.0 PROPOSED SPOT ELEVATION SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT At I nwrn F Di nx.GRADE 2.'MUNICIPAL WATER IS AVAILABLE - o 35 O' MINIMUM.7S'Oi COVER OVER PRECASC 2x SLOPE REWIRED OVER SYSTEM 33.0 b A 100K0 EXISTING SPOT ELEVATION DESIGN FLOW: BEDROOMS (11!].-GPD) _ ` .2.GPD ---LL- PIPE LEVEL, r�-C1 //��N 2•DOUBLE WASHED PFASfONE 3. MINIMUM PIPE PITCH TO BE 1/8"PER FOOT. INCXLBY� USE A SFO GPD DESIGN FLOW .. --"'Io' 11'I'f�-/ i0R MSi 2' rC- r' T'6,1 33.6' 3'MAX. q, DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H_10 ON 100 PROPOSED CONTOUR SEPTIC TANK: 550 GPD ( 2 ) 1100 PROPOSED 150 "POND LON 100- EXISTING CONCUR USE A 15.QEL GALLON SEPTIC TANK 33. 5' TANK(H_ 10 1 i 5. PIPE JOINTS TO BE MADE WATERTIGHT. YILLACB AJASS LEACHING: 7Q 512. C3 O 0 0 C3 0 C7 C3 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 11 B. TC 29.17' C3 C3 C30 C3 0OC3O !� 2(47.5 + 10.83) 2 (.74) = 172 (�><SLOPE) e'CRUSHED STONE OR MECHANICAL 0 E3 O O 0 C3 C3 C3[7 ENVIRONMENTAL CODE TITLE V. SIDES: COMPACTION.(15.221 E23) 2' 0 0 0 0 E3 C3 03 O O 27.17' 7. THIS PLAN IS fOR PROPOSED WORK ONLY ANO NOT TO BE BOTTOM: 47.5 x 10.83 (.74) = 380 DEPTH OF FLOW- 4' (1.7x SLOPE) L-X SLOr'O 3/4-TO 1 1/2"DOUBLE WASHED STONE USED FOR LOT LINE.STAKING. TEE SIZES: LOCUS MAP TOTAL: 747 S.F. 552 GPD murr DEPTH- I �` 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4`PVC. USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR OUTLET DEPTH- W 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT SCALE 1`=2000't EQUAL) WITH 3' STONE AT SIDES AND 2.5' AT ENDS - - LEACHING 6.67' INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED ASSESSORS MAP 259 P/O PARCEL 1-1 )g' SEPTIC TANK 202' D' BOX 2p' , FOUNDATION- FACILITY FROM BOARD OF HEALTH. - LOCUS IS WITHIN FEMA FLOOD ZONE 10.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE A3 ELEV 11 AND C AS SHOWN LOCATION OF ALL UNDERGROUND&OVERHEAD UTILITIES PRIOR ON COMMUNITY PANEL#250001 0003D MA BOTTOM TH 1 EL 20.5' TO COMMENCEMENT OF WORK. DATED REV. 7/2/92 APPROVED DATE BOARD OF HEALTH 11.ALL ROOF RUN-OFF TO BE DIRECTED TO DRYMLLS ZONING SUMMARY ZONING DISTRICT: RF-1 RESIDENTIAL SWJf DISTRICT 11 1o.7e JALL. I MIN.LOT SIZE 43,560 S.F. MIN.LOT FRONTAGE 20' LOT MOTH . . 125' JAL olr, 1 r, '' [dP`°Abu`m,>"�•. . 1y1� I I - MIN.FRONT SETBACK 30'COO,f,.5e R ...�.. I Br�icc G MIN. SIDE SETBACK 15' '11 %moo •lo.2s I I P 0 Box 1143 MIN.REAR SETBACK 15' wN• '11 JLIIL I VARNSTA8L&MA ( . � /• al`1.93•�.• •10\' alit , IJL(C N 1:ML 1jt2 I AL -- ,I1� 4� e\ � A TEST HOLE LOGS •13.22 ------ 'P\ Q \ \ \"\ 31�c� _ 0t - - D.A. OJALA, PE, PLS \°.`T/ \•.W E I - a• S ENGINEER:/. 1o.li GO 1 I I .69/g6• •\ a� , 9 \♦ \\r� Bea •� E 1 1 l� e ��'I� WITNESS: D. DESMARAIS RS 112 --------`-� \ .I$� . \ \ \... 1II / 1 I. I � I I 1 I 1 Ram 11• [� °•P.A`/4°ze DATE: 6/2/05 .....rr9a AL JSQ96' , I 1 I 11 I O I qr „ W9 I I I H ',° . LanePERC. RATE _ 4 1 + I 1 I 1 1 J se Y < 2 MIN/INCH \ \ .♦ eh�u.zl °� \\\ .,>,� ` I j I I i 11 11 1 i I6y6d' 4 ZOQ 60 CLASS I SOILS P�10974 • `\♦ \ eae45,119t6�FC. 1\ � \4 >n 1 0�6�,67J0'u�,e i j I 1 11 11 II I If I / 4P� \ . \\ \ 1.04k Acres \ \.p s 12 w 10 0p I ( I I` / II 00 -' ELEV. F G oxE. �,,,e 3 / P"- a0. ELEV. \ \\ \ \\ q ° u$P3 %NO\ :� / I I I I I/ / 4 pP E� d0 22 / Jos' u.69\ 10. / �A .u.1s / I I I $ ry / I/ 0• A J25' p" .03 \ \\ \\ \\ n --� /% ��r� j I l rO1RJ uvsu,r. 6' wm�/" uNswr. paAyr Nay \\ \\ .v.o9 `Izei 1� _, E _ \ n / I t ( I / uNswr. LINsurt T] � \ �� -- 1A PRO'/BOGY RACLs l WW71A�11 \ ^ \ \ \ - '.n.To 6 / / 4 / loin 7/B I I Ol/ .I 19.5' J6' J/.5' 24.00 .^S.eO \ \ \ �\ ^,_ -1r I' �jL�O{1/ / / � I CT J6• I �C UNSU/T. UNSU/T.YR6/s �„ ^> B'!).^- \� ``�� --_ ,_ ,�, ��_� / / •,�{ S•/ / I 64' SS' 86' 165' _ \\ \ \ -• _ 2-5F\ HOUSE _ 9.59 / l / I I I ` DECK PCRC -gyp PERC CRASS LINED �rl� ,(IP' I / /I 04° / \ �SWAI_t W/EROSION �'OF \ 0 / / / Ja C7 C2 GO .29. [4rRlAye, CONTROL N�1L HNC�@ ,,pp I 32 JB / \ \ N.E.EROSON• „P� 0 e 0 / J°32 /C SAND M/C SAND / ) \\ .25.11 -rONTROL SEED MIX I 1\�\` /// / / / I it PATIO 2e2e 25Y 7/4 25Y 1/4 / 4.14 ze �' �A-_-- DNE UNG / O/ I I/ I �. F VEGETATED / SaM(Jo Be RNxofW) J4.3 i / \+� YROR,Of 4 o 40 M \? NY..1J SLOPE 1810 / / \ LINLR-Ar CPr SAS „\ I I TOP fN0//..J6.0' / / Ja'I / 01 .\ /N AREA TQ" r 25.1] 3.9, JEjN• / I/ II/ 12 ✓0-9 LLfYAt U K ..�VRZAOGV 1d, l/ /O l P I 1412 /Pe•� �Nms ' V 2a•0 \ \\� 1 .24. II 01• A _ I -HOUSE & SLOPE rH' 105' 156' 1/_5' \ ` III J3 I/o I I ) I CROSS-SECTION A-A NO GROUNDWATER ENCOUNTERED 59.47. ° / 36/I /I h I CARWA NfR6fRT 11'D/AM ADS PO BaY J09 `-12 PIPE` \ L _ / I .) I I 02675 RIPOR7,MA TITLE 5 SITE PLAN 243.68 `�D' \y`Sr �,� .31.90 `�� ` mayy++ / PROP,f./O OR/NIYA� I OF 6 S7Y � TZ �' LOT 2 SHEPERDS WAY / ACy- �1.t0 9 5'REMOVAL OF TY.DO T SOIL I ` 1 `I\ SpmrsIrJfL J9.,9 BARNSTABLE (VILLAGE) REQUIRED AROUND PERIMETER OF i J�/ €'/ LEACHING SOL L Y.DOWN TO \ SUITABLE N N LASER,REPLACE / a VATH CLEAN AND.SAND.ENGINEER 00. ✓�/ E, / II I I . TO INSPECT AND CERTIFY OVCWMARX.• 6' 'E' / �9btiro REMOVAL SMKf SCJ C4 JA90 T �/ "'AM ft �I / PREPARED FOR / nvAy/ { D 1 �; -;I o h 9,y o F.E.C. REALTY TRUST B[RCLOval It I I15 PRANCES CIRRITO, TR \�d J9 37/[PN[Ro5 i m A� - I I / o1T 508-362-4541 WAY M3 I FOK 508 362-9880 DBARNOSJABL[,MA -Po.,\O - aErEAND % DATE: JANUARY 23, 2007 down cope engineering, Inc. REV: 3/16/07 ADDED GRASS SWALE / CIVIL ENGINEERS REV: 5/9/08 ADDED SCREEN PORCH OF M.,_ Ma �VVFJ 1 LAND SURVEYORS Scale:I"=20' •l DANIELAfF, DANIEL [�pQSG© 939 Mo/ri Street - YARMOUTHPOR T, MASS. OJALA w A 0 10 20 JO 40 50 FEET L OJAA o. x N. 080 5/110 erePP / DATE H.OJAL .L.S. 05-053\66-I91 SP.OWC(SBO) 06-291 1 s SYSTEM PROFILE NOTES BARNSTABLE HARBOR LEGEND SEPTIC DESIGN: TOP FNDN, AT EL. 36.0' 1.TO WITHIN 6'OF (NOT TO S� ) LOCUS ACCESS COVER FIN.GRADE k 1. DATUM IS NGVD ACCESS COVER(WATERTIGHT)TO 100. PROPOSED SPOT ELEVATION SEPTIC DESIGN: (GARBAGE DISPOSER IS NnT Al I nWFD ) WTHN 6'OF FIN.GRADE c 35.0' MINIMUM.75'OF COVER OVER PRECAST 2R SLOPE REWIRED OVER SYSTEM 33.0' 2. MUNICIPAL WATER IS AVAILABLE b t00x0 EXISTING SPOT ELEVATION DESIGN FLOW: _5 BEDROOMS (11D_GPD) = 550 GPD k.l USE A 5S0 GPD DESIGN FLOW r RUN PIPE LEVEL 2'DOUBLE WASHED PEASTONE 3,MINIMUM PIPE PITCH TO BE 1/8"PER FOOT. 100 33.6' FOR FIRST 2' HINCELEI RTg, PROPOSED CONTOUR pl:oposeD 1500 3' MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO 8E AASHO HH=10 PON�"�'� r' sA SEPTIC TANK: 550 GPD ( 2 ) = 1100 GALLON SEPTIC D�;OiW 1 "POND - 100- EXISTING CONTOUR 33.25' 30.0' 5. PIPE JOINTS TO BE MADE WATERTIGHT. VILLAGE USE A 1500 GALLON SEPTIC TANK TANK(H- 10 1 � 9.35' 'BASS. LEACHING: IL 29.52' o 0 0 o O O C7 O O 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. R.e'T L: + 2(47.5 + 10.63) 2 (.74) = 172 2 29.17 O O O O O O a.O ENVIRONMENTAL CODE TITLE V. PY� SIDES: (_R SLOPE) 6'CRUSHED STONE OR MECHANICAL O O O O O O . COMPACTION.(15.221[2]) �/ 2' 0 0 0 0 0 D 0 E7 ED 0 27.17' BOTTOM: 47.5 x 10.83 (.74) = 380 DEPTH of FLOW 4' (1_7 R SLOPE) L�,R SLOPE) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE TEE SIZES: 3/4"TO i 1/2` DOUBLE WASHED STONE USED FOR LOT LINE STAKING. TOTAL: 747 S.F. 552 GPD INLET DEPTH 10"- USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR OUTLET DEPTH a 14" 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4"PVC. LOCUS MAP EQUAL) WITH 3' STONE AT SIDES AND 2.5' AT ENDS LEACHING 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT SCALE 1"=2000't FOUNDATION- 18' SEPTIC TANK 202' D' BOX- 20' 6.67' INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FACILITY FROM BOARD OF HEALTH. ASSESSORS MAP 259 P/0 PARCEL 1-1 LOCUS IS WITHIN FEMA FLOOD ZONE 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE A3 ELEV 11 AND C AS SHOWN LOCATION OF ALL UNDERGROUND &OVERHEAD UTILITIES PRIOR ON COMMUNITY PANEL #250001 0003D MA TO COMMENCEMENT OF WORK. DATED REV. 7/2/92 APPROVED DATE BOARD OF HEALTH BOTTOM TH 1EL. 20.5' 11. ALL ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS ZONING SUMMARY At, 10.78 70NINC DISTRICT: RF-1 RESIDENTIAL DISTRICT T 1 . t,/ MIN. LOT SIZE 43,560 S.F. 1i1c Ib, rDe°/wsr"d I I I i MIN. LOT FRONTAGE 20' AL �- .f7.sa /q � T� I' /✓o \. / EGG/ST G MIOT WIDTH 125' N. FRONT SETBACK 30' P D •10.25 BUILDER.;S;LLC I1 BOX57A I/43 MIN. SIDE SETBACK 15' BARNSTABLE MA �/� MIN. REAR SETBACK 15' .t0.�...\ yl�, ,I, All 026J0 I V' dIL ,13z23�"''P TEST HOLE LOGS \ /600 illsl 1 Sft D.A. OJALA, PE, PLS 10.3s 0.119s \ I I 1 1 II 69/� \ ",. . ENGINEER: �... n2 \ \ \.. I I 1 1 1 /T& �° �I D. DESMARAIS, RS \ \ ..\... ,I Iseys. I I II 1 I 1 1 1 1 I RISER/\, s., ! c A^ WITNESS: \N � -tT I I I I\ I I 1 1 I I I 1 0 f _ �0,3 °`°,' v.,2 DATE: 6/2/05 1b.213 II I/ I I I R7 <° LanePERC. RATE _ < 2 MIN/INCH Lot 2 \ a I• „j ' 6o I I I 1 I I 83. 60 I 10974 \ \\ \\ .7� 6M I I 1 1 1 I 6d' q °e . \ `\11.36� c)� \ - ��0� RI I I 1 1 I 1 I .2d CLASS SOILS PiJ \ `a=45,1193'Sq.FL \\S4i.\tee \r+ °' \ OAK 167.70•Ilas ,p14 \ . - \\ wDat Acres\\ �\°4sq�q 12 H to 0 A_o / LdI-/ II' /;•��/. V l i l h I /1 I I I /l/I nI///1/l1 l l/ l/ �`�a6 o B'r'0.00 - lOYR J/2 ELEV. ID4YR fL o. J/'jo2 ELEV.% n.zz � Iz.,e c A UNSV/ NSUI T 12,57 TA .n za.00 - -�\\ \ (Roar l✓ACLS� l l4 / / �. B\ \ \ ,tS.7D P i / UNSUIT. �SL UNSUIT. _ cE OP / r I lom 7/B lom 7/e -.--.- \\ 1,22.07 \ `----- 9L D Ssp11/ / / / 1 / / I - J6' 29.5" J6" J1.5' - , �__- ^\ Rµ0.0 �MfP �, h /y I CI cl 31.z4 - \ \\ A; w UNSU/T. / UNSUIT. 6/6 ID > I10" 6/6 I 8425.5 255' 96 200 SF\ �S " 26.5' GRASS LINED W/EROSION AI� DEC CONTROL N R C2�3S AL� PRC P ,25 S 32 / 0 / 0ED 31.67 -CONTROSEMI� a ze 2.5Y714 2.5Y 7/4 26 / 1 a y56°0 fro Ba RMoror°d)_ --- ` DWELLING \ UNERD`F SAS - NV.�?J / Ja_/ 4 z �SLOPEO -1020 01 \ /N AREA SMOIwl�IOP -� .25.13 3.9a Tw ' RW FA=/e Jk O' / /2 I / 40,A T ELEK J0.0D, �� /� // //ti 1418 BOTRMI AT ELEY. --- SPREADER 12 l96' N roH 26.0\ �]R\PROCX iO / I \ e \ 0' 9 27.67 O W/ Q I A 144' 20.5' 156' 21.5" `\, ,__24 /' / Iry HOUSE & SLOPE - - - I� CROSS-SECTION A-A NO GROUNDWATER ENCOUNTERED \ -_` M. CAR'r£R,NERBLFT \ \ \ r ` 12'&A OS I( A / J/ I PO 90X JOY \� \ N\1`P/PE-� r 0267WMPCWI,MA \\ \ \ 'l� \ P"�D� TITLE 5 SITE PLAN GG, 24J.69' \�'\\ fOR K'Ar "3a.9\ �-� OATON \�02/ vioP,iCO. oRIYEwA / I BA.S1/ \ / OF n.g 5'REMOVAL OF UNSUITABLE SOIL \V LOT 2 SHEPERDS WAY \ REWIRED AROUND PERIMETER OF 9 LEACHING FACILITY,DOWN TO .�/� \ I SPIKE SET EL.J9.19 1 SUITABLE SOIL LAYER.REPLACE , 8 �' n 4. Wf� WITH CLEAN MED.SAND.ENGINEER °°. ,°, , BARNSTABLE (VILLAGE) V VV�-- TO INSPECT AND CERTIFY \ BENa/uARM Is, / REMOVAL SMKf SET tt.J4Yo J�� _//_ppA PEC „ ,AY,�I I / PREPARED FOR ' ! O 39.a9 O BERCXUND. 1 / N o F.E.C. REALTY TRUST KAWLEENEPNER05 I I „' FRANCES CIRRITO, TR WA r SARNSM&E,MA \I�'\ I / fl 508-362-4541 026J0 / RAND 'I I i dp0� fa.508 362-9880 {5t' 141 .� / 3� down cope engineering, Inc. REV:DATE:3/116/07 ADD D GRASSOSWALE s„ CIVIL ENGINEERS REV: 5/9/08 ADDED SCREEN PORCH aP.N�,." BOA OF DANIEL 1 LAND SURVEYORS Scale:I"=20' ALA ' - YARMOU THPORT, MASS. L 0.AA 0IA 939 Moin Street 0 10 20 30 40 50 FEET N0. 9 DATE 06-29 1 05-053\06-291 SP.DWG(SBO) __�._.... ------- --..----.._.-u- -- -- --- --- ---- ---- .. - _ A b t. B,_1 4,' q._I 1 .611 la' T-194' .. p - -. xm >< 194 No T NG ___ ....... � te � c ary i3 �o — m 2x6 vwu SCREEN PORCH V VAT/ to e I+q .. —OAB FIRED 1 METAL FIREPLACE Iry LJTo .. - - - u of j DINING MSTR.BEDROOM F R ABOVE .r .. _ LIVING --------- - ------- -- ----- - --- - -2415. u ry _ FRENCH EDGE OF FLAT/� to 2z4 POST 1 STRllCT.P T SLOPED CEILING. - �BALw ABOVENY ABOVE - WRAPPED WD1 ____ ____._ _ ___H _ _ ____ wL STUDY 2416 C Q ' Il'-]I/4' •Ib'4 3/4' B 1/2' it 4 - F - _ R POST - 9-Ox6 Y 2Bxb-B . s p r C 145 TEMP. '{' / WRA,ePEpO __ ________ - ________ __ _ ___________14 B'.- 5i m MR-2415 / W/10,DIN y 9Id 1p.a -r - FG.wL. I r m 9 m io 5/B xT-37�--� n L4UNDRY --- -�- FYER .. KITCHEN MSTR. BATH W.LG n : WER : : ' a � 5S''aU L .Jcd"m-'$ ry GARAGE 5LAB5 i0 BE 4'CONCRETE : 4 PDR g :PC RGH 5"OOTN STAR 5-210 EF PEN ON b'NELL•&RAPED 6 Rr'I: e COMP.TO 95%MAKDRY DENSitt:SL TO BE SLOPED_ m3ye._ _9 —_ OVERHEAD DOORS x.3 T _____ __ _ _ '- ,••-w��ceaa "� �8 'DOIW O 4m 4 pp $�v- n ' Ix1 MAH06PNY ✓ - - 5/B'6YP.BOARD EIn.� -52 DECKING -ON CEILING AND AT NCUSE/6ARP6E - m ` m M WALLS.TYR - - m C o X4 MAli06ANY v 2%b P T BILL W/IY1' DECKING �ry ry S'-4 14 ' ' T-0' B'-1 3 4 _ ON PERIMETER 6ANcHOR BOLTS BARA&E OWALLS Y_g 1 II'-I 9 4' _8'•I 3 4'...__. 14'-0' .. BEAM ABOVE N AIb GARAGE 6'-19/4. F V&H 2446 WD - ----.------ ----------- ---'� � H2446 - - -. 1 . - " ... GARA6E WALL TO BE 'I I I ( N� . . C BALLOON FRAMED A) /^� f•,� p 1 I I I eC L u. 1 1 1W wNCRETE APRON W �..L S - IOII no. 0651 . 0' 5'•B I/2' 2 1/ dale O5 JJNE 2ooi .. scale AS NOTED - drawn PAH F"= rev. ., rev. F I R 5 T FLOOR PLAN 112050.FT. //�) - SCALE. 1/4" o I'-O" L N A ISSUED FOR CONSTRUCTION snt 2 of n c 4 B ROSE VENT/CAP ARCHITECTURAL ASPHALT.SHINGLES - - 6 M • A s A-t 12' .a I2� D V ARCHITECTURAL ' ASPHALT SHIN6LE5 rim . 12'DIA,1.6.COLUMN cn PLUML GLITTER ON - W N . WOW' FLR ABOVE GARA&E . - - - HEAD CA5IN6 E-4 CO I%4 JAMB CA51146 . CUSTOM BRACKET ® is i 4-0%1-6 ON.DODR5I 1 IV IX6 JAMB CA51N6 _...,t-___.... U-7. 2%TAPERED SILL KG.5111 6LES HV HEAVED CORNERS O � _... 1 1 BLVEST PAVERS B.B FLR Al:PORCH CH FLR.W/ O FIRST FLOOR,Th adL SLH FLR.O FIRST FLOOR -- - (VENEER)RI—FELWSERS— Q^J� V fd 1 ; I : 1 : i 1 : ; : -------------- Z-O LOMCRETE APRON I - _ __________� •-.-...------------ 1 � r FRONT ELEVATION SCALE, 1/4 b 1.m�aEr . RIDGE VENT)CM I � ay�as��Bx�ga AS I%B/IXB RAKE MON BUILT-LUi) IZ m�V rJ d6co $ 4 112 . ARCHITELNRAL 4 Irz m& J a c 6'+ c ` ` xmmm - ASPHALT SHINGLES $ e'a 7 n `; 12 12 I N . pLU GIJI ATTER ON 2 I%FA�SC O 5LB FLR. 16 /�1z ^•y A{/ WIITE CEDAR SHINGLES U,J IVU HEAVED CORNERS,TYP. C15TOM BRAC✓•ETS=' 0 12'DIA.Fb.lALURI 2%SHAPED RAIL u V) ` O _ HLC 5HINSLES VV HEAVED CORNERS BLUESTONE PAVER5 Dill�1 LL r r W%4 MAHOGANY DELKING ca 2-0 CONCRETE APRON AT PORCH FLR WI. IJ _Gc5 "' ON P.T.FRAME . .. FIELDSTONE - SIA3 RR SUB FLR.a FIRST FIDOR (VFNEERI RISERS X4/I M P F WK.HALL Ijob no. : oSsl 4x4 POST YV I%VRM date Os JUNE 2001 Y,OUTSIDE DI ttP. scale AS MOTED —:--------------- . --------------- ------- ----;. —�-------14 I drawn PAH___ \ Ix WRAP BASE IV MOIILDIN6 rev. : rev. _____ BASEMENT FL00� Ili. I -�— -. - _______ A-4 I ____ I . . RIG H T E L E V A T I O N \ c i SCALE, 1/4' • 1-0' 1 `----------------------- ........ _ ... _._ ... ISSUED FOR CONSTRUCTION 5m: a of 11 C C r A"b A•b RIU6E VENT/LAP G A 6 N f0 V . - ARGWTEGTURAL ASPHALT SHINGLES < �V M4p IV RIDGE VENT/GAP A-b . I%S HEAD GASIN6 8 •3 \. IXa JAMB CASING 1� 12 ARLNITEGnRAL \ .. 12I ]X TAPERED SILL ASPHPLi gHIN6LE5 / �2 .. WC.SHINGLES VU HEAVED CORNERS 5U6 FLR, r q �SIIB FLR®5EC/JND FLOOR -A`U - VLA - _ -_—- - e SEfANp MN.6VTt15 ON '. 1x FASLIn N ALUM VC�JTTE0. HEAD LASIN6 i 1x5 ME GA I%4 JAMB CA51NS �- AD CANT 6 IM JAMB LASI ]X TAPERED SILL a^uur.r 1 - ' KL.SHINGLES W/I*rAVED CORNERS O U d I ! 0 _ _ 0 FIRST®FLtJO RASHAPED FLR®FIRST fE 1 I - I � � v TOP OF BASEMENT FL ', TOP_OF BASEMENT FL00 _ - .I _____________________I-_________________ ____________________J_11. ---------------------------- REAR E L E V A T I O N SCALE, I/4'. Aot oP ��1 a�_.5'1 RIDGE VENT/LAP 1 oc�Ea Bl-m� . A_bal mPa R06E VENT/LAP 4 I12 Y1I-- Ri Q ARCHITECTURAL ASPHALT SHINGLES . I212 yI . .IXBAXB RAKE M01 BUILT-OUT) 12 V) m V I ARLHITELNRPI ASPHALT SHINGLES WIA TER ON 1 .. r[.•�� ' V � I A� •v � N /�J5B� gB µ '' N� 0 INS HEAD CASING I Ir f" N w py T� CUSTOM BRACKET5 0 Ixa JAMB LASING— - ey6•-.1 L1 U -- L. 2%TAPERED SILL "- _ Ix4 JAMB CASING CASING AL.SHINGLES AlWEAVEp CORNEAS T v I%5 HEAD Q 1 1 r LL Lu 1%4 MAHOGANY DECKM6 2X TAPERED SILL ' ON P,T.FRAME -O CONCRETE APRON �- B FLR.®FIRST FLOOR (� / 'a1B TOP 01 MTALL job No. 0651 e PIRSi FLOOR -_ _I. date pg"NNE 2007 I%4!1%10 TRIM - ' I I I i I I SCaIE A5 NOTED I 590u W I%WRAP I - S OJT510EDIM,ttP. ------------ ------- 1� drawn PAN I I rev. I%WRAP BASE----, VV MMDIN5 TOP DF BASEMENT f-LOOR - - - - - `--------------------------A A- 5 �- : : 8 --- ------i---------- T LEFT ELEVATION ei -- ------- N - _______________________________________1 SCALE, I/< __ I'-o' ISSUEDFOACONSTRUCTION sht: 5 o II o \ N 00 v A Q A OST5 LPrt.P2.2+HHEA6ER—\ - SCREEN PORCH ino LAMBERn 6ELKING 2n'BIGFPJrGWiING � �i ' wIIP LONL.TYP. ae�BELrnv GRnoE O O � FLOOR PLAN o FOUNDATION PLAN v nnGB6e z o S s N O ti w EXISTING STRUCTURE EXISTING STRUCTURE � V u o p W � r 00 _ F w FT F-I Ti-f T I I I = IAE ti IIII I I � 3 4 —,�- -s N. _ I _� cd IL�BnBEL�„� _ x EXI5TIPIG 5TRUCTURE 2.1-T 2 ERLOLR ib'T w�PVL SPKERS _ FLOOR FRAMING zaov uErPu E easro-c vas REVISIONS Al P�� UNLESS OTHERWISE NOTED BARNSTABLE A4RBOR LOCUS il'uNM eYA%S'iA°NER P£ru 1 Pb BOX 1I/9 1 NTANN/S NA 02601 I A7 ,'POND . " d YILLIOs LOCUS MAP SCALE 1•-2000* �I t R 0 �. f , ASSESSORS MAP 259 PARCEL 1-1 s Bar ZONING SUMMARY .L. ECC&%A1VD RUA 70M L!C CB P O BOX 11IJ �• TND p' E' f•.. BARNSTABLE MA 026.T0 ��,JJj,••/ ZONING DISTRICT: RF-1 RESIDENTIAL DISTRICT I '•� u "` `�e ti.�y'�9 MIN.LOT SIZE 43.560 S.F. o Salt Marsh 1 �`" ` LL Y L ( 9� MOToTM FRONTAGE 2 s u. � /� Oi,jy�� iG. � .:. / • � L MIN.FRONT SETBACK 30' MIN.SIDE SETBACK 15' MIN.REAR SETBACK is' W w '�' i -/ ` �`• �.� \1 y A AQUIFER PROTECTION OVERLAY DISTRICT / SITE IS LOCATED WITHIN THE AIL :I d �� "!'• :Latr e�• ` J oo OWNER OF RE CORD @ � <o Si, Lane CIRRITO,ANTHONY J. to :�'�u:. / /'• 6374'SY CIRRITO,FRANCES E 11 SHEPERDS WAY 1'/..•0 (1.34 Acres Upland) / BARNSTABLE,MA 026JO '�1I,�. / M �..Eaq• (1.08 AcresCaltitus U and) (0.59 etlandr / _/• Shape 16.53 / / / REFERENCES oo' If91 � / LAND COURT CERTIFICATE 169095 I'-.-Eby ��,.,, ' LAND COURT PLAN..20950-M__. `Lo—t ItIlf._% t4ar 9 i / ro 79T1 0 sn°e(ro ee Rdornr•O) b Ar°°'45 Or Sq FL Acres� g Shope = 21.35 ( (P�1.1P7 mac] CARHOP,AOa%PT Box Jug rAO(OU7M-ORT AM MAS.SAC'VUS=ALWBOV SOO 02675 SOUIN GR£1 r ROAD LAVCOUK MA M77J - 3 / / R i / If — PLAN OF LAND BERaaV4 NAOVU W AF TO DI FILED IN LAND SHOWN � BEING A DIVISION OF LOT 37 SHOWN ON 39 SAO-HE1RDS WAY LAND COURT PLAN 20950-M .. BAIDVSTABL&MA 02':JO N'igr�Q►' IN Z OI SO .. BARNSTABLE, MA e-614C•j tL.}'r1.c gtO"e arc• �Same AVW OS ai-•4e, PREPARED FOR �!;;Y 0 9 2007 COft u,IqW v ANTHONY CIRRITO BARNSTABLE PLANNNG BOARD FILED anal 4pr;I M�xays :�-•=� 4 d y/,-/o7 APPROVAL UNDER 7HE SUMIMYON I ! Q DATE: APRIL 4, 2005 CONTROL LAW IS NOT REOU/RED DATE: '�^ gaD1s1•.3p' _IJ«!/�®� co 0 15 30 45 eo 15 YIXT D - �� - e I CERTIFY THAT THIS ACTUAL SURVEY WAS MADE ON,THE- GROUND IN ACCORDANCE WITH THE LAND COURT INSTRUCTIONS '•OFi1989 ON OR BETWEEN DEC. 21, 1988 AND APR I 2005 1 eM ra aa8 -c 50-M-aw ee0 , e 1 • fit'..�. 'L down cape engineering inc. NO DEARMINATION AS 70 COMPLIANCE •a, �a` teY CIVIL ENGINEERS WIN IH£20NNG ORD/NAMCE ! . , •. .y,^•. V LAND SURVEYORS REQUIREMENTS HAS BEEN MADE AP DATE y-y-oS ABO BY 1 LN main sL yermonthport,m9 02875 IEND£O HE Y££NDOR90A'ENT. DANIEL A. OJALA P.L.S. I OCE 005-053 05-053 BASE.DMC Ji 0 FO1NDAnON GENERAL v NOTES- LL 3 A -FULL XEIGNi CONLREIE MS TO BE -OARA6E`SI NC AB5 TO BE d'CORETE JO'TNIOK ON 20XI2'COtICRETE FOOTING, (5500 P511 ON b'VELLTiRADEO 6RAVEL _ u .O i M KEY;PROVIDE 2 ROM OF e4 REBAR COMP.TO P5A MAXO Y DEN91 W SLAB o TOP,BOTTOM OP WALL(WALL HEIGHT i0 BE SLOPED APPROX.3T]OIW TO To Be APFliO%.94'1 OVEPIEAD DOORS mn -CRAWL SPACES TO BE PINISNED M 2' Ita V -ON $ZETE FROST TE F OT BE b'THIOK LONLREie AST LOVER IO'A 3A6' 10'-9 3RD' b'-3 3 b' 'A 3A6' 9'A 3/16' 4' O ON 2O'XI2'CONLRetE FLOTIN6 M KEY 10'GONG, HIBI6HT OP MLL 10 BE BASED ON bRADe .AREAS BELOW PORLNE9 i0 HAVE 0' 4 LONOInONS;4'C MIN.FROM PIN.GRADE HELL-6RADED GRAVEL121 v = i0 BOTTOM OP FOOnN6/ A-(O FO 1a'DIA.'91GFOpi' / LONiPLnON4OP HILL IEI6NT FgNDATION -CELLAR SASHES TO BE ANDERSeN.2BlT FOOTING M P.T.a%4 POST G d (200 SERIES)F O.-T-B 5/0'x I'-'1 I/4' / l \L_ —. —.—.—.—� M r A NALLS TO FROSTMus TO Be SECURED YV ( —'—' —'— KEY(CAST FROM 2x41 -COLUMNS TO BE 3 I/2'DIA.IANCREtE PILLED STEEL PIPE -P.T.2x6 SILL M 112'ANCHOR BOLTS 0 b'-0' OC.MIN,AND 6 IY FROM CORNERS,MERE -POOT1N65 C COLIF415 TO BQ 12'-A TMCK: � SHALL BE A MIN.OF 2 BOLTS FER 51"(6ARA6E5, ANY FOOTINGS a2'%42'AND LARGER B'-1 3/4' 4'-t0 1/1 4'-0' �.. PORCHES M FROSMALL5 TO HAVE SINGLE 51LL7 TO HAVE 5 REBAR B 12'OL.EACH MY 9'd T'-B I/T B'-3 I/2' In•-(y N q ' (FOOTING 51ffi NOTED ON PLAN) p E BASEMENT 5LAE5 TO BE 4'CONCRETE 10 (3000 PSII ON 6 NIL VAPOR BARRIER _ 04ER TO qS%M LDRY DENSITY VEL COi TEP 9 0 m m _______ __________ SMOKE DET C'tORS REVIEWED m ...........................................................---- ........ I 4 I----- 4 o> ------ -- � - ------ — — — — — — — - --- -- - a------- c� W t n .........................'--... ............ .......ry..............:......... ......-...------. ....-- ----- ------- BARNSTA LEBUILDcu i EPT. ATE m --- -- 3-- 3 ------ --rJ --`—�-- -----......__...E—A --- [„4 _ WAN-24310 2xb ExTMOR MLL I i 3. �I 1 TO BOi.OF$LAB.MINTPJN �1 FROM GRADE TO eo oM of Foonn6. FIRE DEPARTMENT DATE DROP TOP OF FOUND. I I I rm_ ______—_ O WALL To DOT.OF SLAB. BOTH SIGNATURES ARE REQUIRED FOR PERMITTING c 4 s MA WAIN i0 BOTOM O OP FOOTING. FROM GRADE — ——_L I I I I zd 41 ra 2a1 I I I :• lDE AIARMS c L L J c O�OV F x y IT-3 3/4' IT'-B U]' 16'-0' - -IS'-3 3/4' I O' p J C MUST B DNS lED PE" [ n I. 56 54 tyw*AF A EVEL I DST SY = *A T A — — —1 T AL NG C006 r—J I Ho x 30 STEEL BEAM m O x ._... WIO x O S EE BEAM 2 42 a I:..v,;::_- �I. —.—.— I 's uP1iROB / L_—_J I DROP TOP OF MAINTAIN 3� , "? MLL 4'-6'.MIMAIN� — — —_ —— J 4'-0-FROM GRADE To _ b - I Q BOTTOM OF FOOTING I L —, 12'.1/2' I I. __ _ __ ____ J 2xb ON P.T 2X6 SILL XXX(("' I Q I M 1 b'-0'/]'ANCHOR BOL15 I Lmn I I I a , - o OC,TYPICAL ry I I CASs bN KEY ---- ------- --- —--————————— ---- ----- —--—— ————————— I 6 ror d = a . I--—————————— --———— -------1 r-- ----- —————————— s�'Uo 6o=-._ems a TOP CP 6ARA&E HALL 2 -g o c= - u T , AND NOSE MILLI I ''� A-6 AT SAME ELEVAnON I � madam°�F.a M 20'DIA,T316POOI' FoonMs t I I � � A-6 L I U� '. IdEJtGAVAIED ' I _J Q (L- DROP TOP of CONC.HALL , I -(� ' AT ON,DOORS - �. ________ _ ________ _ L r coW 511 3/4' LL 4'-0' I'-3' 4'-b' 4'•6' I'-3' S'-81/]' 22'-31/]' ' job no. : o651 20'-0' Ib'-0' dale o5.LNE 2ooi Sole AS NOTED dM n - PAN. rev. Y rev. 1 F O U N D A T I O N P L A N m '. SC AL E I/4- a I'-O' A O ISSUED FOR CONSTRUCTION Bbl: i of ,, a e 3 - � o v q_b is � U � y tC V col• 1y � - 4 w � A B'-I34' 4'-I 1/4• 9'-0• y T'-B B'-31/T b'-10 IW 'i'-I34• y mn -1x4M OELKIH6� N E x x DECK 0 $ M i c - 3' 3' 3' Q � ^ 7X6 WALL C ASPIRED METAL FIREPLACE WDH 2446 1 - -O TO ABOVE- v u aAeove _ o DINING - FMSTR.BEDROOM ' LIVING 3' �— ry ry �+�1 CPS v _ 9 _ _R--- ------------SLZV OF FLAT/- -------- YRR4as QJ' egGe �' )2X0 POST SIRBCi. T $LOPED GELLING \ co BAICONT ASOve V APPED T COL. AOWE . V0N 2446 4 x 1s'-B 1n• -a v• 7--2 I/4• 16•a s a• s v2• STUDY n 2-B x b-e m Nel'aEL Posr - 5-0xb-a L 145(Ll iEMP. Tcio T - U `TR 2415 < 2-0 / X 31%2 II'-4FGiGOLA. -_ ___ - --__ ___ _____ -_ 2 1/0%I-i1/8 - m i m - MSTR. ----- ----- P Z145.�Ml BATH W.LG. P__----- -- ------- KITCHEN F ERPOCKET � 5'-' �/ � � 'i Q b'-0- I'-BIlI' I ; Q Q ________ _ __ _______ 5 _ o - b m5 m weuo�o� So=-Li S_ -op$a fH TSTM S 2Xi b(LEE GARAGE SLABS TO BE 4•LONG v PDR. T P RGH = m�u`� - «n,- , %b'-II 1/Y (350O PSII ON b' DRY DADED GRA EL RM. COMP TO 4ON W VIELL DENSITY: B TO BE SLOPED APPROx.3'DOWI TO m. ry .. um a c ry OJERNPAD DOORS I%4 MAHOG 5/B•GYP.BOARD—� p�h soh Zu'��m2m"�-��cioa, DECKING NC CEILING AND AT 2'F.6.COL. - 6 t�i qc mr• „a w u X WALLS.TYP. x x x4 MAHOGANY Z. 1%b P.T.SILL W In' m m q, DECKING ANCHOR BL1.15 O 4'-0'OL. 9 m m" }I `IA - ON PERIMETER GARAGE MALLS - /l�VI/^�t r•B In' 3' 3'-O• m IVA 3/4' B'-1 3/4' I4'-0' V I BEPM PROVE A_b GARAGE -1 B 4• L ,� V�12446i WOH 2446 V - xy -----------------i i--------}__ GARAGE WALL TO BE co BALLOON FRAMED p m m xJ c QM a_ 4 OC N 0 O V� L LL CONCRETE APRON L.L.LL W II T CMDC L r ll job no. : 0651 S'-B 1 22'-91 • date 05-NNE 2001 sale AS H mo draw PAN rev. rev. FIRST FLOOR PLAN 112BSO.FT. m Y SCALE, 1/4" a 1 -O" A-2 4 O n ISSUED FOR CONSTRUCTION sbt: :2 of I Cy S c Eo 3 o y �_ A-6 cc F A N u9 Lt+ V A-6 In' I'•B In' M A - 1 - .r E o •c x x �xx a '4 '4 - 3X6 WALL &m am B• ^ 3___ fQ �) CEILING LIRE ABOVE CEILING LI}B ABOVE - O i VALITED GEIL NG PEOJE � - _ �• IT-BIn• 5-8 In, ' ------------------ - O Q7 - - BEDROOM I BEDROOM 2 •-- ,L A31 -0 IA V 3 B%3-0 21 446 _ OPEN Ti 151 ` T.S. ------------ 31n' 4 *61C] %'TALL RANN6 - BALCONY BATH. m 2-6 x 6.8 Inf31 3-b x 6-8 POCKET m 111&rf10Y�R ^' _ :D 14: 61 r/ �f� %4-0 ty---------------- �K` WER B'-0' I'•9 Q 3-0 0 X 3-0A 31 5/6 ^ i ` ;STAIR ABD�y r ________________ BATH rY OF RIDGE In�5/H�-05/$- _ I I x3-a 5 � n .s IN AT ___________ q•.b'KNEE YtAI.L '• �I - - -_ ' Qamcy a8c ZL 4'- IH'-0' 4'- I ' n% ry m M V) BONUS ROOM SLOPED CLG. a� o m LL r m v N job no. o6s, I'4 II'-0' •-5' 1'4' '_B• date 05 MIE 20ol Beale AS NOTED 33•a 13•-0• 16•-0' drawn PAN rev. rev. a SECOND FLOOR 'PLAN 156650,FT. AA m r 8 ISSUED FOR CONSTRUCTION Bbt: 3 of I I 4 3 $ O A-6 A 6 C CA N N RIDGE VENT/GAP A6 ~ L N V fO b L ARCHITECTURAL ASPHALT SHIN&LE5 v bb � O C y 1O c.E o 12Ito u ASS HT�IIY�s ALUMN.GViTER ON 12'VIA.F. COWNW Q1 IXB PASCIA SUB PLR .� V1 SUB FILL ABOVE&ARA&E - _ _ µ' .me FASCIA CUSTOM ® IX5 HEAD CASING 1x4 JPNB LASING 94%T-6 OH.ODORS fiz KC.SHINGLES W WEAVED CORNERS— O%TAPERED SILLCu O BWESTONE PAVERS SUB AT PORCH FLR W V FIR.0 FIRST FLOOR _ _ _ _ _ �w RISERS _ _ - _ - - - •FIRST FLOG U 7E". rc*e)24 CONCRETE APRON _____________________ ______ _____ ____I4 ..------. , I � ICI I � I I I I I i _ _I _ _ __ _ _ __ I I f 1 oa Ila FRONT ELEVATJ ON SCALE: I/4' - 1'-O' RIDGE VeNT/LAP — meu_m�gom_eg- 1 m eeLlc 1X5/I%B RAKE MON BJIli4UT/ 11 4 Irz ASPHALT SNI NGLES mom. -Ac r6wo n5m 13 O� AI-MN.BUTTER ON 12 X FASCIA - - - - - o o" '® L SUB FLR. 6 - —... - 4-1 CL �t� u > {/� '^ WeAVED CORNERS. ' ® WHITE CEDAR SWNGLE9 W CUSrOM BRACKE W TTP V 2.SHAPED RAIL 1 IV V 1 L __O WL.SHINGLES W WEAvMO CORNERS BLLESTONE PAVERS W T 24 CONCReTc APRON AT PDRLH FLR.W >< FIELDSTONE I%4 MANOG :pECME r W w SSIM PLR 0 FIRST FLOOR (VENEER/RISERS 5U9 FLR. NS �. job R0. oG51 4X4 POST W IX WRAP date . ' 5•01r510E VIM.TTP o5 xNE]DOT f r scale __ _______! AS NOTED ` IX WRAP BASE dram PAN W MLLLOIN6 rev. r ' , OF BASEI¢fIT rev. A4 n R 1 G H T E L E V A T I O N Q SCALE. 1/4' a 1' O' 1 r 8 ----------------L ------ ' L______________ I I--------- ------- ISSUED FOR CONSTRUCTION :bt: 4 of i i A-0 A-0 RIDGE VENt/LAP yN1 V C W oo f c ,� ARLHITECTIJRpL ASPHALT SHINGLES O C ` RIDGE VENT/GAP 5 Y 0 A A-0 ' N Tp o E —I%5 HEAD CASINb O 12 1X4 FM TTI IAMB CASING U 3 N a AA`RLH1 Li 5HI�Ns 5 12� 7X TAPERED SILL . ElEl ®® Y(L.SHINGLES W VEAVEO COFOIER$ AL"'WTTE�ON m SECONxD FL��[! ]_ V J IX FASCIA ON .M• IXS NE.+.D CASING I%5 HEAO CASING � — FMFMlnQT I%a 14MB CP.SING 1X4 JPMB CASING ' �' ` . 2%TAPERED SILL AC.SHINGLES W WeAVED CORNER$ -0' RAILJ/APEDDLJ O SUB ff FLR,a FIRST FLOOR - - - - - - _ - - _ _ •FI ST FL OR,� MAM06ANY pELKINb ON P.i.FRAME V, V 1x4 11.0 TRIM fd POSTW I%YPiAP $'OUTSIDE DIM. IX 1btnP BASE 0 :1 W MOULDING OP OF BASEMENT FLOOR - - - - - - TOP OF BASEMENT ---------- - - - - - - - --- 1 . REAR ELEVATJ ON" $GALE: 1/4' 1'-0- s a P5te m�s mp— c —7,HI DGE VENT/GAP ' a�m�mmol- m RIDGE VI]It/LAP 12 m 4 F— ra mc�e 3„2o n� ARLNITECN L ASPHALT SHINGLES 12 MA"RAKE(NON SA.T-ODTI _ �12 ITECTURAL ASPHALT SHINGLE$ IAX FASCIA ON ® O 1X5 HEAD CASING 1X4 JAMB cmi% IFM c w IFMII II TDM BRACKE$ (AtL� o 2X TAPERED SILL 1X4 14MB LASI WC.SHINGLE$W wPAVEO CORNERS W T `v I%5 HEAD CASING 1.—ANY DECKING 2:(TAPr"RED SILL Q u— Tin W ON P.t.FRPhE -0 CONCRETE APRON ' SUB _ FLR.m FIRST FLOOR A l RST FLOOR - - - - - _ . 1X4/%10 TRIM TOP OF✓IALL job no. : o6BI . - date OB-DNE 2001 POST W Ix WRAP stale AS NOTED 5'011510E DIM.(YP. ---------- ----- ------- ------------'---I-' drawn PAH rev. Ix M AP BASE . rev. W LOING MCV E TOP �- __-__________________ A_ 5 o I LEFT ELEVATION _--_____ __ ___-____ __ ISSUED FOR CONSTRUCTION sbt: 5 of n . I I ----------------- 4 _______ __ ___________________1 SCALE: I/a' � I.-O' G VENT 0)1�3/4'X 3 wow ER ? o e v cu ARLNI `L AI.A GLES T SHIN o 7 3%BI05 9 Iti O.C. D Om p F d N In RIpGE VENT/LAP LL u 3/4 X II UR LVL RIDGE ARLNITECTULIL ASPHALT SHINGLES ' ixBOS.2100..O0 - OF to 12 2%b CELIK6 JOISTS a 16'OL. R-BO FG.INSULATION ON IK3 STRAP�PIDNG - ` •� LIO GL6.J05T5 a 16; b.O 5 R-30 fb.INBAATION '-, Di em C BATH. N•STING ,BOARD '•� A. 4 Irs'AS2 FLOOR Q AJS-3/4-TIG PLYY P W J015/ O 16'OL. 20 F R R-30 G.INSUARON m I 1 JOISTS a V O.G. 5D3 R. GARAGEI _________ r' /1 rOP OF%j��KATE LOND FLOOR_ a`�GOND FLPOy �Irs'GYP.BOARD �[ � ON 1X3 STRAPPING tn ((31 9 Irs' LLs�AJS 05 W n B'F.L.GYP.BOARD 'O Q CEILING a HOUSE WALL 3/4'LeG PLYWOOD 2X SHAPED GAP 2X5 P.T.S W In'ANCHOR. 1 ST A6-]O FLOOR ILL JOISTS a 16'OL. IX4 MAHOGANY DECKING IPa BOLTS m b'-0'OC, NP-R. I .T HOE FLR FIRST FLOOR R-14 F6.INSULATION P FRAME TION V _ TOP OF 4'CONCRETE SLAB _ FTtOSTFALL ddd SLOFEO TO O H.WORS 1%4/I%10 TRIM O KO x 30 STEEL BM. (4)P.T.2%10 BEAM . .. 31/2'DIA. I I POST W WRA PS. AP y •_ 10'CONCRETE FROST WALL Y LA11.Y COIN+N I 5'OL I"IDE DIM.ttP. w�/ .0 ON 20-x 12'CONCRETE 'v t �—FOOTING W KEY IN 6AFRM W MALL— CONCRETE II t/B'INT.RIM X15T a DECK LOCATION BASEMENT = I I S E C T I O N ANCHOR seas'rs' I I SCALE, 1/4' - 1'-0' 4-COCRE It1 LD ...... . i—CONCRETE FOOTING ' SEE ORAHNG A-1FOR SIZE Q S O O'DIA.LONG. 5 E G T 1 O N I oO a°ooTINS SCALE; 1/4' 1 -O' 10'CONCRETE FROST WALL "----' FOOTLING W KEEYY�� t 1 �RIDGE VEM/GAP ROSE VEM/LAP I 3/6%11 1/5 LVL ROSE 1 3/4 X 11 1/8 LVL RIDGEAR - 2 ARLHITEGTIR.AL ASPHALT 5HINBLE5 2 SHI TUiAI.ASPHALT - f-5/8'LOx PLYWOOD 0� 2XI05 0 Ib'OL. DF In CDX R.O.C. 2%105.12.O.L. WIOXN STEEL BEAM W " '� u p K0XI9 STEEL BEAM E�~ 2x PLATE BOLTED TO TOP 3 - - '- FLANGE OF STEEL BEAM: —�a 1rs i FLANW OF WILTED LSEA H --I•In � - -`mp`u.�p 3 1/2 x T PARALLAM POST / \ 3 1/2 X T PA I-AM POST •yy HEIGHT OF W8"BIILr{ l cO T..aIDGE 1E.T STEEL BEAM IN GL6, i 13/4'X II T/B'LVL I-a-�'3 c w<- - \ RIDGE BEAM 2 m_m�_ am c c "lipam-, 66o`m-m" (3) 3/4"X 9 I/4'LVL PLATE TO�ROOM \ ST f21 13/4'X 9 4' R-30 Fb.IN'JA-ATION 2XI0 CEILING JOISTS a Ib'OL. \ 0 9TRUCT.RA I I R-30 F6.I1451,LA1I0N / W 12x33 STL.BEAM I (y.3x10 (2)1 3/a'n T 1/4' 2 12 06 CEILING JOIST5 O I' I I ON 1X3 SiRAPPIN6 13� ARGiYTEGTRtAL O.0 R-'A Fb.INSUUNO H V 12 In 6YP.BOARD I I 5/H COX RYrow L ON IX5 STRAPPING 3/4-TeG ftn 2AOS a 12'O.G. In-A 20 FLOOR 3/4'TeG PL (21 13/4'%II T/B'L JOISTS 0 Ib'OL. (� 3/4'x9In'LVL II l/B'AJS-30 ys FLR JOISTS 0 Ib'OL a SECOND FLWR AILPml.GIITTEfi ONE 77' I,nT�/�Bq'A.b-30 FLOOR I TOP OF Dm.PP Are Ix FASCIA 7 -— - Y{!L' @.JZpL._ r—e FIRST FL...R _ / Imo'bYP.BOPRD TOP OF OBL 9-mAPFI4 Irs'GYP.BOARD RATE 0 M m SEORM. I GL6.JOISTS a 16'OL. l 1 ON 1X3 STRAPPING \ / I/2'GYP.BOARD R- F G.M-TION �—ALUMINM GUTTERS ,.I CROYM MOULDING ON ON 1X3 STRPPPINS \ ON IX FASCIA E�/ IX FRIEZE 0 2"WALL W(2/2%b 1.1. POSTS GOM,UP TO RAFTERS 5/B'PL.6YP.BOARD ;0 w�/ /I m a CEILING a NI013E WALL 1* ey IA 1 .6 (2)1 3/4'X 11/4'LVL 4I1 N ON EDGE a I&- BRAD BD. 3/4'Te6 PLYWOOD ON 2%B5 O Ib'OL. O U A L Q 12'DIA.F6.COLUMN— II T/B'A.830 PL000. 3/4'TeG PL F y--! UN FOREGROlAm) JOIST5 0 IV OL. c II 7/8'AJ5-20 FLOOR T V .GISTS 0 Ib'OG. 3/a TeG RYWCYJD-� LU IX4 MANO&ANY DECKING R-19 P.6.INSUADON c�Ug LR. P.T.3%6 SILL W I/2' `!B R. II T AJS-20 FLOOR 2 CD PLYWOOD � T ON P.T.FRAME la'TREADS)i 0 FIRST FL R ® ANLXOR DOLTS Ob'-0'0 G. R-19 F6.INSA4TION a FIRST FL R JOI 15 0 16'OL. 4'LONGRETE SUB 2xa5 O 16'OL. SLOPED TO ON.DOORS �'WPLU 2HP�T.�TW In �—WIO x 3 STEEL BEAM ry 8 X BI STL BM. - E - KO X 30 STEEL BM. 0 4'4'OL.TYP. 2X6 P.T.SILL W In------ MIA. - iLBE W NC ANCHOR EOLTS fob Bo- p651 'BIG FOOT (3)2x12s BASEMENT FOOTING p UNFINISHED Ob'-0'OL.IF. _ 2%6 FRAMED YA dale OS 11NE 200T 3LanYD IN BA ME -.--_. scale AS NOTED 4X4x1/4 T5.COLUeaI . BASEMENT FRAMED HALL - - . drawn PAN axa%I/4 T.S.GOI.NOI 4-CONCRETE SLAB ON CONCRETE PALL rev. ON F . CONCRETE E FOONNb • 4'GONCREtE SLAB 4'CONLREIE SLAB W KEY rev. . ,.- —CONCRETE FOOTING -. .. .. . 4 5 Q ________ ________ ___ FOR SIZES A-1 10'GOHLRETE FR�TYVAI.L Q S O y ON TIN X 13'CONCRETE A-6 5 E G T 1 O N O gNCPETE FROST-LL 5 E G T 1 O NP�TIN6 W KB S 3 D�011�%N'KEEOYNGRETE _ S E C T I O N 8 SCALE: 1/4' x 1'-O" SCALE, /4" I'-O' ry 9CALE: 1/4" 1'-0' ISSUED FOR CONSTRUCTION sbt: 6 of �� o o e c , g A 42 a o � o F -5 V p M � A P ()P.T. 0 ,T. 10 ( P.T. O y a2 _ _ —_ __ _ __ _ _ .............................. 1.2 9.-....................... .. C (ANT.II Tre•LVL IM.FIM _ — __ _ _ __ , I JOIST 0 DEOK YNLL I II I I V •— �— — -- — — -- — T 195 — -- — — -- — "------...._........................-----...-----.....................................E a 31 s e ........ - - ....... - -- I I a"4 v1 _ L � U 1� ________ __________ ;� tJ3. _ I I U I I I I ` I I It ,0*01C] (-—-1 POST MIO 30 MI x 5 0 I I 10 30 EL M I I I I I ml� I��I (/13/'x1 Tre• vt I I I� _ _ —_ __ _ __ __ J I _ I I I o ( ) I o I I I L — 1 ____________________1 I I I I 5 -- c'c -----------= --------------� r — o — -------- -----------I ' _ _ o-�.� N oaU I I I I -,�,-)^ I V) tb V - I I I I i I NOTES F-- ) - ALL P05T5 @ ENDS OF BEAMS TO BE (2) 2X4'5 UNLE55 NOTED c I I - ±:� •E - ALL WINDOW & EXTERIOR DOOR it HEADERS TO BE (2) 2X&'5 WI/2" N V) `o PLYWOOD UNLE55 NOTED I , c 0 L-----------------------I �,/� L L.L - FIRST FLOOR JOISTS TO BE w r L---------------------------I II l/8" AJ5-20'5 @ 16" LL rm Cy job no. ovsl date os MIE Iooi scale A5 NOTED 1 drawn PAH FIRST FLOOR FRAMING PLAN rev. 5 L A L E I/a a 1 -0" rev. N A-7 m ISSUED FOR CONSTRUCTION 5bt: -7 of I I u V c c � •O s� .0 fN0 u9 u Y O N M M 0 b o E o - `di 3 g A-6 c 4 A_6 (v 1xB rmr 2 FAy'JQ[ c OONr.TOlu RAPIERS ]XG WALI, A-6 0'�1 C� (31 13/a'x II If—L-, 0\ �— 1 0 v m w ------------- . (])1 3%s•x'n I/W LV fFMit1 205 V �V 12' ,0*01= L -. W R BELOW W . Alic T3T 3/4 X II t/B LVL ALU x K� fFWiWBEIDW LIJ \1` f 13/a•x II t/B'LVL n c s— m _e E._". eact 0/1 3I 3/(Fl.uslii'/8•LVL - - �'c`9�-o o`e LL He -Tali ye•kairn'CvC 1 (A M !A A-6 NOTE5 VO•LL5 LEDGER 80.TED TO FIALLS - ALL P0575 @ EN05 OF BEAM5 TO BE (2) 2X4'5 UNLE55 NOTED GAR WALLS TO 9A"°°"�I.E° < - ALL WINDOW $ EXTERIOR DOOR Q o HEADERS TO BE (2) 2X6'5 W/ 1/2" N o PLYWOOD UNLE55 NOTED t V) � V L x5 aL »oR 1+ + - 5EGOND FLOOR JOISTS TO BE w r CO "I ( I3/ %9 4Ln II 1/8" AJ5-20'5 @ 16" O.G. UNLESS NOTED V'-' r m cn - 14" STEP DOWN @ GARAGE 2ND FLOOR job no. oast - INTERIOR LOAD BEARING WALL date os.ajIve soot scale A5 WoreD drain PAW rev. rev. S E C O N D F L O O R F R A M I N G P L A N nA-81 8 ISSUED FOR CONSTRUCTION Gnt: a of i t u E E C g o 3 o V A-6 —° y - " o -yt is r g E u _ 0 j 1 fn W12X33511' 13 , ___ __ ___ __ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ r i i i O �o O �o 0 0 (2 2%10 i N s s �6 F- --- - ---E- ----------------------------------------- 30 5 e— a'r 0 o.�� a _aye su`�a-`� -'�`so ❑ 2 _ oFm' _��; i sp2'a^ Zu_v - STRUCTURAL DESIGN CRITERIA -`L a' —c ""Z. 6 oi'055 - FIRST FLOOR 40 P5F LL 4--( >,V) 15 P5F DL SECOND FLOOR 30 PSF L 10 PSF Ln 2%6 Llb.JOISR 6 oL. ATTIC/STO. 0 P5F 1 > 1 0 PSF _ � - KOOF 30 5 it-C m EXT. WALL5 15 P5F DL S U1 � - INT. WALLS 50 PSF DL a, U� L LL- rn - DECKS/PORCHES I60 O F5F LL r m r tJ job no. obsl ICI date os DUNE 2007 SCale A5 NOTED NOTES drams : PAN ' - INTERIOR LOAD BEARING WALL rev. rev. x - POINT LOAD(FROM ABOVE) CEILING FRAMING P L A N 9CA�E+ I/A' A-9 . ISSUED FOR CONSTRUCTION sht: q of i i � O �[0 V o; A � t N p� t0 u � V C ` o E . t --- `- A�- -ag 4t :e �BF-RTC AT 13.13 C fys l�� O � a O O O O V, Ka K K a a �� : : --- --- --- --- --- --- -- --- 20.M'MO LS U 1 3 X /B L Po 6E 1 3 4 x l T/8 RI —TIll �� s® ° L zr f,--L—j II sP Ioo ............ - -- -- — ry 3XI3 R (1 F T F OEI %) \. � I o o U12RAFTERS 2x10 RA -- AL 16'-0•RAFTER$PANS 0 1'OL. T Bi Vio — ayo�.�a BI6'OG. I Lmoo �oe ma eca � I a o Asa 7_m� na AE m ] RAFTERS - C 10 RA R5 II W V) I6'01'OC. OL. V � ----- N N t c � UV) ` Lu , m o LL r CO • job no. : o691 .ROOF FRAM I N G PLAN ROOF PLAN date os ME 200i SCALE: I/4' = I'-O" - SCALE: I/e" I'-O' SCBI! AS NOTED . drawn PAN rev. rev. r m A- 10 ISSUED FOR CONSTRUCTION snt: io of i i 3 c < o W W q y a 0 ARGNITECM ASPHALT 12 ARCNITEGM2AL ASFNI r SNINSLE5 ON Is LB.FELT .SNEATHIN5 X RYVm. 13 4 I/3 ON A D%RYWD T - a w SNPATHINrHINb .S r 3XN)RAFTERS 2XIO RAFTERS O Ib-OL. y" AWMN.DRIP ALVMN pRIP mbE� m6E b -- ao �u O � S FASCIA IXl�x8 l PAB�SCI�A 11 F SOO FFIT O I'—IT VENT Ix 13 SOFFIT p �•Bo03 GROM yy J —SOFFIT VEN� IT{ ON IX FRIEZE BOARD � •� _ 712 O ON X BLOCKING Ln ONFRIEZE BOARD 71w B 7/B' Q 7 ON IX BLOCKINS 4 v8003 LROTN ON p x NEAR GASIN6 W '� ON IX S.IB-RAKE ON y[ IX BLOCKING f41/3•EXF) Q , L XB WL.SNIN6LE5 �+ I%S iIEA.LP51N6 � I /IXB RAKE I/3•GD%RYWOOp Y1F SNNIGLE9 T 3%a5a Ib'OL. e� 141 LD%PLTFLOO. LEA.COATED COFFER 1'1 FLASNINS ON RYWOOD SXaS a Ib'OL. O (J 5NP1P TOR bIM) N OEAVE DETAIL/RETURN FIRST FLOOR (TYPJ ALUMN.DRIP mbE O EAVE DTL. AT SECOND FLR. DRMR. (TYP) BLALE,1 IQ-.1'-0• ALLMN.6VTTER BGALE,I I/3'a V-0- V/ v ----------------- ON IXb FASCIA _ X SOFFIT W 3'SOFFIT VENT - A ON I X FRIEZE BOARD • ON I BLGL'KING N HI H G.S SGLES ARLNITELMtAL ASPNPLT 12 — NI RES SN4Pm CAP .. SHINGLES ON 15 LB.FELT 1%a5 O Ib'OL. ON 5/5'AT-I CO%RYWO. 13 SHEATHING OW ]9/ I'O 2X4 w 1/3'CHANTER TYPICAL EAVE/RAKE RETURN O 1%10 RAFTERS O Ib'O.C. 2 SLALE,1 1/3-•V - PLMN DRIP mGE OF mme ��—��aiycD _ oaL]c fFU IA Q FT. 2XI05XIOS a lb'OL. BLOCKING AS RBOUIREp I%4 3X /I%10 FASCIA IX SOFFIT w 2'SOFFIT vEM B T/B- (4)P.T.2XIO BEAM(GONr) ON IX FRIEZE BOARD 5/4 GAP 00 I/2'X 101/3') ON IX BLOCKING YIL.SHINGLE$ -WI.BED MCI I!3'COX PLYWOOD SXa5 a Ib'OL. � N i I I 4X4 P.T.POST L TO DECK FRAMING O I L7I V2 y I S EAVE DETAIL AT GARAGE (TYP.) P-0• s'SLVARE GOLWW(FIN.DIM) It a,,, N I i--1fQa>s4,.nnn ON t� aJ B 112' 10"E IN LOI BIGf VG. U I/) L RIBS Ln � FOOTING l . — W r y job no. obsl I ODETAIL AT PORCH date O5_vNE 2.07 5 SCALES 1/2',V-0• scale As NOTED - drawn PAM rev. reV. n' n A- 1 1 . • ISSUED FOR CONSTRUCTION sbt: 11 Of 11 4 L A 1 dt .4 � t•} r� Fs' �i II SYSTEM PROFILE NOTES BARNSTABLE HARBOR N LEGEND SEPTIC DESIGN. TOP FNDN. AT EL. 36.0' ACCESS COVER TO WITHIN 6' OF FIN. GRADE NOT TC SCALE) LOCUS ACCESS COVER (WATERTIGHT) TO 1. DATUM IS NGVD 100.0 PROPOSED SPOT ELEVATION SEPTIC DESIGN: (GARBAGE DISPOSER IS NnT Ai I nwFn ) WITHIN 6" OF FIN. GRADE 35.0 MINIMUM .75' OF COVER OVER PRECAST /� 2% SLOPE REQUIRED OVER SYSTEM 2. MUNICIPAL WATER IS AVAILABLE DESIGN FLOW: 5 BEDROOMS ( 110 GPD) = 550 GPD 33.0 e 100x0 EXISTING SPOT ELEVATION - e 2" DOUBLE WASHED PEASTONE 3. MINIMUM " RUN PIPE LEVEL I UM PIPE PITCH TO BE 1 8 PER FOOT. USE A 550 GPD DESIGN FLOW / 100 PROPOSED CONTOUR 33.6' FOR FIF:ST 2' HINCKLEY o- SEPTIC TANK: 550 GPD ( 2 ) = 1100 PROPOSED 1500 3' MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 POND,-- r RTE sA I „ GALLON SEPTIC POND 100 EXISTING CONTOUR USE A 1500 GALLON SEPTIC TANK TANK H- 10 ) GAs , 33.25' ( 3GAS 30.0' 5Al - . PIPE JOINTS TO BE MADE WATERTIGHT. VILLAGE 9. 5 BAFFLE 29.52 �� 2 3 > 0 0 `4SS. E LEACHING: 0 29.17' 0 0 0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 11 SIDES: 2(47.5 + 10.83) 2 (.74) 172 ( 2 % SLOPE) �6" CRUSHED STONE OR MECHANICAL 0 0 0 ENVIRONMENTAL CODE TITLE V. 10.83 .74 = 380 4, COMPACTION. (15.221 [21) o`g'oo 2' 0 0 0 0 a a o� 27.17 � BOTTOM: 47.5 x ( DEPTH OF FLOW = ( 1 .7 % SLOPE) ( 1 % SLOPE) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE USED FOR LOT LINE STAKING. TOTAL: 747 S.F. 552 GPD INLET DEPTH = 10„ USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR OUTLET DEPTH = 14" 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. LOCUS MAP EQUAL) WITH 3' STONE AT SIDES AND 2.5' AT ENDS LEACHING 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT SCALE 1"=2000'f FOUNDATION- 18 SEPTIC TANK 202 D' BOX - 20' 6.67 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FACILITY FROM BOARD OF HEALTH. ASSESSORS MAP 259 P/0 PARCEL 1-1 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCUS IS WITHIN FEMA FLOOD ZONE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR A3 ELEV 11 AND CAS SHOWN MA ON COMMUNITY PANEL #250001 0003D APPROVED DATE BOARD OF HEALTH BOTTOM TH 1 EL. 20.5' TO COMMENCEMENT OF WORK. DATED REV. 7/2/92 11. ALL ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS ZONING SUMMARY ti ► �It 'it �`10 78 ZONING DISTRICT: RF-1 RESIDENTIAL DISTRICT tlt, 9 - # - - ^, MIN. LOT SIZE 43,560 S.F. t,I tti* t I, ,r!58/ Edge of �'ef/a #Bx� '! alt-I / Y' MIN. LOT FRONTAGE 20' x 10 25 EGG ISLAND I LOT WIDTH 125' \ / tEt, #10 BUILDERS, LLC G ' MIN. FRONT SETBACK 30 / I f, .11t, t P O BOX 1143 BARNSTABLE MA MIN. SIDE SETBACK 15' ,tit, tlr, u,�93 X10.1 +t^I t `tom I o263o tv MIN. REAR SETBACK 15' x10.49 7 to \# # �8.68 + x8.4 x .15 o ��o #6 Q x 13.68 x 13.22 TEST HOLE LOGS 1�1, � o e� 10 5� 10.35 dlt� /..x 7.79 2� x10.9966 k oo ._,.... 6L• -A { v" D.A. OJALA, PE, PLS 12 1,`7 \ t 69`48 �a l ENGINEER: 1 i l a ' f RISER �lx 3e. cr WITNESS: D. DESMARAIS, RS . �p o� t�O � w o y DATE. 6/2/05 cb�.23 � \� / , � �� I � ��Q S 4�f o o < 2 MIN/INCH- �' �I - -fi0.7 � I , 1 e -••- .�., 6 lPERC. RATE - _ I I o t t1 � .sLane L 2 11.36 �0 06 0 / ��/ 1 I I, C >> 0 I 10974 �, --� T I 2 CLASS o LA SOILS P o 1 o � i o x `' - � � 11 48 1 \ I ea-45 119t Ft. o �- q �,r ti 1 l F o 6 E 2 P '4 s� c01 F� 10 16 7.10 f / / 1,.04± Acres 4 s� s "1 12 `� 10 \ '' F�� \' 6��010.53 \_ CiOP \ZONE. I I I� 1 a / Qf�OP 00 1., -� N o a zv 1 / / �A0\ 10.91 0 0 9 L 0. o 0 ► ,x �. F ELEV. ��/ I +3 o E ELEV. ac 17.88 \5.78 TRANSECT�. ^ 11.69 10. 9 �1 \� 11.22 7iti/x 12.18 I I ' c� � w 1 2 ti „ 4 „ x 21.08 ` (TYP.J �r. I �, 1 / / / f _ 32.5' 34.5' 11 SfjepL,r� `* \ ~ q 1 65 r~- o X J��/ �I r � two +• I'� ! 1 / Jf l v� r l O A O q ! s \ -� 1. $L C l4i 0 / SL R/ l' 12.65 r0 E',Y Tp O �'` �•.•- Z '� --� � / N RAL REA UNSUIT. Est; x17.09 0 1 10YR32 . 10YR32 12.87 O < x 13.03 I l t VET HEDGPROPOSALONG ED /ACCESS / / '7g y0vs \ \ x 14.79 I 6" 6» .73 e ^- " - `ti �rs LES� ^' I �. _ j ESM r I X 13.70 GE P OP� ' / % PROP /ROCK WALLS / l / �I / / J /,SL UNSUIT. ,/ 5L UNSUI T. 24.00 x 25.80 lOYR 7/8 lOYR 7 8 36" 29.5' 36» 31.5' 1 u � t. -_.. gyp\ 1 DO C1 C1 x o X 1 ✓ / I/ PROP. ✓APANESE MAPLE J �SL ,�SL 31.24 r 28 37 P 18.70 UNSUI T. UNSUI T. \ ' / / a 10YR 6 6 lOYR 616 LAWN / 3 <y ~`�e GRASS OL0 S �� 8.59 eP 84" 25.5' �, R 26 (• Z HOUSE 96" 26.5' o9e / x 26. l��/r �SWALE W/ EROSION ORS 0 / a DECK t x G �i PERC PERC o � 20 29 .'" / u CONTROL NErr�N & /' � 1 F 0 AWN L ' �i 36 32.38 i / `, `> x 25.11 N.E. EROSION / / // N Y a 34 C2 C2 r` r ♦♦ ---CONTROL SEED MIX o ,�0 z U- i X 32 31.67 / ♦ I 2, P / / ' f g 0 0 i M/C SAND Af/C SAND �� 26 _ w 3 a 30 u 1 / - 28 / ♦ PATIO 2.5Y 7 4 �, - PROP. / / 3 Z w / 2.5Y 7/4 r 4.14 Shed'(To Be Re%cated) "_& r _ �� ' - `� /NV.=23.0 I DWELLING I/ o g VEGETATED 2624 }'RQV/DE 75' OF 40 M f L/NER-ttT.S' OFF SAS �► TOP'FNON = 36.0' /� 38`/ w 3 SLOPE 2220 a 01 INAREAS TOP x 25.13 3•94 -' 18 SHOWN, / /� o �p AT ELEV. 30.00, ^� LEVEL T.W. I r�V w 16 y - V J / V. - SPREADER W1V I 14 \BOTTOM AT ELEV --.. / 12 26.0�,- - TRAPROCK 26.DY- r' lv / O ^ SAS _\ O COVERS *4b H . .max 27.67_ ,, o �� / �� MOUSE & SLOPE A 144 20.5' 156" 21.5' ' I PROP. EVERGREEN SHRUBS WITHIN NO GROUNDWATER ENCOUNTERED " r NATURAL AREA ~ PLANTING BEDS CROSS-SECTION A-A 3 9 47' \' \ \ WALK PROPOSED LAMP POST 12"DIAM. ADS / / _ \ N-12 P/PE: �-I \ / LA WY/ CARVER, HERBERT PO BOX 309 LAWN / PAVED / / YARMOUTHPORT, MA SITE PLAN 24,38 \ \N \STCNc` p x 34.90 / ` �` / PROP,/C.0.. DRIVEW � l 02675 ' c� 9' S'i \ 24 J e s� cArcH ��, l , _ FOR OLD KINGS HIGHWAY � \ G /100, INV.=30.0 OF r I ?7- o - I 5' REMOVAL OF UNSUITABLE SOIL q C r C f S / S -V � I REQUIRED AROUND PERIMETER OF Eq S LOT 2 SHEPERDS WAY vim, 0� LEACHING FACILITY, DOWN TO E�E!VT \ BENCHMARK.- SUITABLE SOIL LAYER. REPLACE 1 �- �_ _ _ �(' / SPIKE SET EL. 39.49 BARNSTABLE (VILLAGE) P 0 WITH CLEAN MED. SAND. ENGINEER Qv'�°' TO INSPECT AND CERTIFY BENCHMARK. .3p316' �" f REMOVAL. SPIKE SET EL. 34.90 / v,,W t � ]�� . _ GRAVEL pR/ PREPARED FOR lyyj WF2 . r -I'" O o 39.49 o F.E.C. REALTY TRUST I 4 B�'RGLUND, O � Q KATHLEEN WAYk / I / FRANCES CIRRITO, TR 39 SHEPHERDS BARNSTABLE, MA / I I CANRISFR ' off 508-362-4541 02630 fax 508 362-9880 WETLAND - I 20 - 03 DATE. 3 21 07 WF1 1 / down c ap�e erg g ire e erir�g, ire c. / / I 3 Cl VIL ENGINEERS I , ',j. •t�F3 m LAND SUR VEYORS = Scale: 1 20 �,t t H OF I4,4 OF 939 Main Street - YARMOU THPOR T, MASS_ gSsgr 0 10 20 30 40 50 FEET RNE H. a o� OJALA E � / 3 V V01 LA DATE H. �..9W. .8 .r GlSTSS o. I � �F E` O S�/ONAL e�� fyNflFSSv��Q 06-29 > SUR 05-053\06-291 SP.DWG (SDO) I I I I