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HomeMy WebLinkAbout0086 SETTLERS LANE-�.-_"._._._. I KE �t ' o Town of Barnstable f, Building Department - 200 Main Street EAMSZABLE• * Hyannis MASS , MA 02601 9 �b i639 (508) 862-4038 '0?ED�A Certificate of Occupancy Application Number: 201307247 CO Number: 20140165 Parcel ID: 273122026 CO Issue Date: 12118114 Location: 86 SETTLERS LANE Zoning Classification: RESIDENCE C-1 DISTRICT Proposed Use: DEVELOPABLE LAND Village: HYANNIS Gen Contractor: MORIN, JACGUES N. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed TOWN OF BARNSTABLE RooJiding, . 201307247 VeSTABLE. Issue Date: 11/07/13rm i t 9 MASS. �ArF0 39. a�� Applicant: MORIN,JACQUES N. Permit Number: B 20132774 Proposed Use: DEVELOPABLE LAND Expiration Date: 05/07/14 Location 86 SETTLERS LANE Zoning District RC-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 273122026 Permit Fee$ 714.00 Contractor MORIN,JACQUES N. Village HYANNIS App Fee$ 100.00 License Num 05770 Est Construction Cost$ 140,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A SINGLE FAMILY HOME 3 BEDROOMS WITH THIS CARD MUST BE KEPT POSTED UNTIL FINAL ATTACHED GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MORIN,MARTHA M TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1597 FALMOUTH RD.,SUITE 4. INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: PF Building Permit Issued By: THIS PERMIT CONVEYS,NO RIGHT TO OCCUPY ANY'STREET,ALLEY,OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY,ENCROACHMENTS'ON PUBLIC P O,PERTY;NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE"SDICTION. STREET,OR ALLEY GRADES AS"WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS..THE ISSUANCBOF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF,ANY APPLICABLE SUBDIVISION RESTRICTIONS F MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. , 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS., WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). .v g BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS � oe I I K/ hce '0� e2ve�� 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 �hZ Ce A Board of Health i SETTLERS LANE j � 1 87.91' i v ----=---------------DRAINAGE __ EASEMENT _ I --- -------- t /2 `17 ..1y � 1 18.6' i EXISTING FOUNDATION o TOP FOUND. I °° Co ELEV. 69.8' 10.8' a_0 Lot zzR Area= 10,004f Sq. Ft. Orw ; 0.23f Acres I ' t 87.25' (- ' DCE #00-018 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION #86 SETTLERS LANE HYANNIS, MA SCALE : 1 26' DATE : JANUARY 9, 2014 PREPARED FOR: REFERENCE ASSESSOR'S MAP 273 PARCEL 32-15 , LOT 14 PB 610 PG 94 BAYBq IL DING HEREBY CERTIFY THAT THE STRUCTURE ��� _DANIEL cy SHOWN ON THIS PLAN IS LOCATED,ON THE GROUND AS SHOWN HEREON. A.. OjAL.A N fax s e 36i a eo No,40aO down cape engineering, inc. I N i Cis, —. • CJVIL ENGINEERS � ------'-�---- ..�.--�-==--- ' LAND SURVEYORS DATE REG. LAND' SURVEYOR 939 Moth Street — YARMOUMPORT, MASS. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 73 : lea -oa..� . Map Parcel' Applica ikon# Health-Division Date Issued Conservation Division G Application Fee Planning Dept. Permit Fee W Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis � ��� Project Street Address Lot a a Village Owner Address 7 Telephone S�O Permit Request Cam-- C+ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Wb Flood Plain A undwater Overlay Project Valuation Construction Type (�-� �O� �rn►-� Lot Size Grandfathered: ❑Yes VINo If yes, attach supporting documentation. Dwelling Type: Single Family 0" Two Family ❑ Multi-Family (# units) Age of Existing Structure 4 Historic House: ❑Yes ❑4o On Old King's Highway: ❑Yes ❑fqo Basement Type: ❑mull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) 1 Number of Baths: Full: existing new Half: existing new Number of Bedrooms: _ existing Sew Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: &6`as ❑Oil ❑ Electric ❑ Other ,y Central Air: ❑Yes Ll Fireplaces: Existing New Existing wood/c�o.I stove: f�7 Ye Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size — Barn: ❑'Ok sting Lnew ��ze_ Attached garage: ❑ existing �ew size _Shed: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization a' Appeal #S1 of Recorded des _ a J t T17 31 Commercial ❑Yes ❑ No If yes, site plan review# ��` `' Current Use GLCC L,*4 Proposed Use APPLICANT INFORMATION - (BUILDER OR HOMEOWNER) Name `d Telephone Number Address License # Ca �- Home Improvement Contractor# 33 Worker's Compensation # W&n- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO -a- a-D �P,"431� - SIGNATURE DATE 1ehZ111 i Y FOR OFFICIAL USE ONLY -APPLICATION# p, DATE ISSUED E MAP/PARCEL NO. - ADDRESS VILLAGE OWNERr `s C DATE OF INSPECTION: 4 - FOUNDATION FRAME J INSULATION� ` a FIREPLACE t q I; ELECTRICAL: ROUGH FINAL r 'r t PLUMBING: ROUGH FINAL GAS: s:t ROUGH: _> FINAL FINAL BUILDING" _ `•< " DATE CLOSED OUT { ASSOCIATION PLAN NO. f, ' r 4 i Bill Inquiry [TOWN OF BARNSTAB LEI Rle Edit Tools Help Year/Type/8111 No. , -customer Account Information 18182History . 361804 Detail roperty Information MORIN,MARTHA M TR SETTLERS LANDING REALTY TRUST Parcel IO 273 122 D26 Ong 8if1 __...._.., __.... _..,_.•, CASH CHECK 1597>=ALi+90UTH RD.,SUITE 4 Alt Parc t CWTERVIttE,MA 02632 Effective Date Prop toc s6 SETTLERS tA� CT 2013 -- _ �t dal Conditions�Notes LienJsale ._.;x____.. : 900 __, ,_,.TOWN CIF A STABL NOW _,._. Scan sal -Installment Information x Int Dt Bitted Abt/Adj 'Pmtcrd Interest Unpaid bat Quids Entry D8 j03/10 00 00 DO' .. 1102110 00 00 00 DO •00 Utility Acct 02f02/1l 521 z4 .00 ..._ ._ 00 196.14 �� 717.38 Customer 05/03Ji1 �521 22 00 � .,0 ..._.178 12 ��r699 34 ��- NameFees/Pen _0D 15,00 00 00; 15.00 ' Totals 1,042 46 _15100 �- OQ 374,26 s _ . ..- 1,431 72 Parcel Prop Code ! otes/wens Due 10109 2D13 1,431 T2 EM Dates JA-N .1 Owner: MORIN,MARTHA lM TR Per Diem y Int Paid , DO BiU Audits e a p--- -----®- � i Total Paid J .00 { is vieA;.pfiot r;stp id ¢ Bifl Events i Reprint s ti Preferences .^.. _ Diagnostics 1 of .1 ►I [A] Attachments t0) Display transaction history.for the current bill. . ,.,.<..w..w-w,�,...x,.�,,..> ...;�.,�.r.,n�',.,...�.,-.,:. .,.,�:..«,:.:«.,�.a-o-,..,,,.w.'<,.:.,n.,..»w.,:�.: �'„',.xi..,U.A,�.,;,�-maxi,Kw...:�.;�,.wo�...www.•;,�o-run.,. amwv.',..nm...,,•..;u<..,F+'.,.�x,�..v.'.,'.. ..www�1';.i.-au.�::,,we.�,:.�k,.a,..,.»mx.ri a,K•u.�-.A.,sr:.,:.,a.M.�m:.a-....-T:,,>_:b,<-: My File E dit Tools Help YearjType/Bill No, -. - - Customer Account Information ................................. History ' 2012 RE R 19798 361804` . Detail Property Information MORIN,MARTHA M TR _._..._ Parcel ID 273-122 026 SETTLERS LANDING REALTY TRUST � Orig Bill _... ._,...._. . _.. ._ ._.. . __..... M: 1597 FALMOUTH RD,,SUITE 4 Alt Parc ; CENTERVILLE,.MA 02632 Effective Date prop Loc 86 SETTLERS LANE I;Special ConditionsjNotes Lienj5ale Scan Bill Installment Information _ Int Dt Billed AbtjAdj PmtjCrd Interest Unpaid bal Quick Entry 08102111, 260 62 ('� 00 00 82 17 342,79; 11 j02 j 11 260.62 '. 00 .00 ` 72.98 i 333.60 UtilityAcct _. ,__ r_�.. _ .._, r_._- .. . ....._..__ ._ ..._ .. _ ( . 02102112 289 93 00 00 70 95 360,88 . Customer 05 j02 j 12y 289 92 } M 00 j M „00, � 60 94 350.86 j i . Name FeesjPen 00 15 00 ; ,00 00 15.00 Parcel Totals 1,101 09 15 00 . .00 287 04 1,403.13; Notes Aerts __ , Prop Code l j HECK 1,403,13 Bill Dates JAN 1 Owner; MORIN,MARTHA M TR er Diem Ink UMV ®1 13 00 Bill Audits ...... ...._...... Total Paid-I ,00 TQW F -B T BLS 23 Viety prior unpaid bills. N Bill Events PER TAXES COL CTOR O f Reprint Preferences Diagnostics 1 o f 1 _ LEI �� T Lm Attachments(0) Display transaction history for the current bill, My .File Edit Tools Help Year/TypejBill No, - - Customer Account Information History 2013 . RE-R 19771 i 361804 Detail Property Information MORIN,MARTHA M TR SETTLERS LANDING REALTY TRUST Parcel ID 273-122 026 brig Bill 1597 FALMOUTH RD.,SUITE 4 Alt Parc CENTERVILLE, MA 02632 Effective Date Prop Loc 86 SETTLERS LANE .- li;Special ConditionsjNotes LienjSale _.....Scan Bill Installment Information Int Dt Billed Abt jAdj Pmt jCrd Interest Unpaid bal r Quick Entry 08 j02 j12,._. I - 275,281 00, ��. .48..1.5_I. 32.3..43_ .11j02j12_ ,.. .. .,. ,275 27.:` 00 E DO ` _..._._ . _38 43 313 70 Utility Acct 02102113. -____... ,.__.._ 280 83, W _.,. 00_. ...... _ M w_ _. .. ... 29 30 310,13 Customer 05 j02 13 280 82 .. 00 19 71 300 53 Name FeesjPen I 00 15.00 1 00 00 ._ . . 15.00 _ --- -- Totals 1,112 20 15 00 00 } I 135 59 _ 1,262.79 _ .. Parcel ---- I_ ........ Prop Code � Notes/Alerts Due 10i3 �J 112013 1,262.79 Bill Dates JAN i Owner: MORIN, MARTHA M TR Per Die 4 U CASH C ECK 00 Bill Audits - ?btal.Paid ,001 � yg I'v 4iekn)prior unpaid bil} NOV 012013 Bill Events -- -- S ABLE Reprint TOWN A PER ES Preferences COLLE CTOR OF Diagnostics 1 °f_1._ E L , E Attachments(0) Display transaction history for the current bill, " 'The Commonwealth of Massachusetts Department of Industrial Accidents O,fwe of Investigations 600 Washington Street Boston,MA 02111 www.mass gov/dia Workers?Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print X&gLbl Name(Bttsinoss/O 9M&ation/Indi }: •Address: City/State/Zip: AA, Phone.#: A,re.�rypft an employer?Cheek a appropriate boa -Type of project(required):. 1.L!�1 I am a employer with 4..0 I am a general contractor and I . 6. ons��on . employees(hn and/or part time).* - have hired the �E]Run � 2.❑ I am a'sole proprietor or partner-. listed on the'attached sheet. 7. ship-and have no employees • These sub-contracture have. S.. ❑Demolition for in an a '` employees and have workers working , y caP may t. 9. []Building addition [No workers'corm.insurance comp.insurance. required.] 1 ' 5. �'We are a corporation and its 10.Q Blectrical repairs or additions '3.❑ 1 am a homeowner doing all work" officers have exercised their I LE]Plumbing repairs or additions m o workers' right cif exemption per MGL 1f;an� �e&]t•,- , c. 152, §1(4),and we have no 12.�Roof repay employees.[No workers' 13.❑ Other comp.insurance required.] *An apPfic�t checl�but t nut also fiD lido section below showing their wor#sr�s' po>icy ia5mmmtioa t liomeownas who submit this affidavit indicating 6ty ate doing all work and d►en hue outside coatiactus must submit a new affidavit indicating such. tConttactors thud ebeck this box mns.t attadwd an additional chat showing the 196 of the sub-eontrac0ois mid state whether ar not those entities have employees: if ft sub-ca*wtots Bove employees,dW must pr(Mdb liras wormers'c=4L policynumrber. lam an employer that is prot!iding workers'compensation insurance for my employees. Below isAe policy and,job site information. Insurance Company Name:rj Policy##or Self-ins.Uc.#: LXI)CIC, '15 Q16 _� Expiration Date: Job Site Address: � e � C- City/StatelZip: Attach a copy of the workers' compensation policy declaration gage(showing the policy number d expiration Faihue.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of crminal penalties of a fine tip to$1,500.00 and/or one-yeq finprisan=4 as well as civil penalties in the form of a STOP WORK ORDER and a fine otup to$250.00 a day against thq violator. Be advised that a copy of this statement maybe forwarded to the Office of luvestigafignstf4he MA.for' covera a verification I do hereby rti under thepalns•andpenalties ofperf ury that the information provided abuse is true and correct S ture: Raim ` Phone -7 e 70fflicklonly.'Do not write in this area,tb a comp qky or town gffi W n: Permit/License# `. Issuing Authority(circle one): 1.Board of Health 2.Balding Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY . INFORMATION PAGE Associated Employers Insurance Company .54 Third Avenue, Burlington, Massachusetts 01803 (800)876-2765 NCCI NO 40959 It POLICY NO. I WCC 50049110120131j PRIOR NO. WCC 5004911012012 ITEM `! 1. The insured Bayberry Building Co Inc 4^t 1597 Falmouth Road,Suite 4 Centerville MA 02632 «t Mail Address: .;� l'M Street No. Town or City County F State Zip Code EIN xxxxx0420 a [Individual ❑Partnership ®Corporation ❑Joint Venture []Association ❑Other Other workplaces not shown above: t j 2. The policy period is from 02/02/2013 to 02/02/2014 12:01 a.m.standard time at the insured's mailing address. 3. A. Workers Compensation Insurance:Part One of the policy applies to the Workers Compensation Law of the states listed here; JI MA B. Employers Liability Insurance:Part Two,of the policy applies to work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident$ 500,000 each accident Bodily Injury by Disease $ 500,000 policy limit Bodily Injury by Disease $ 500,000 each employee C. Other States Insurance:Coverage Replaced By Endorsement WC 20 03 06A 'r, D. This policy includes these endorsements and schedules:SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of Rules,Classifications,Rates and Rating plans. I� All information required below is subject to verification and change by audit. V Classifications Premium Basis Rates Code Estimated Per$100 Estimated No. Total Annual Of Annual Remuneration Remuneration Premium INTRA 266545 SEE E TENSION OF INFORMATIC N PAGE Minimum premium$ 274.00 Total Estimated Annual Premium $ 2,358.00 ' As indicated interim adjustments of premium shall be made: Deposit Premium $ 610.00 ❑ Annually ❑ Semi Annually ® Quarterly ❑ Monthly MA Assessment Chg. $1,942.75X 4.2000% $82.00 This policy,including all endorsements,is hereby countersigned by 12/12/2012 Authorized Signature Date L�. GOV GOV KIND PLACING CLAIM NAME SAFETY Miller McCartin STATE CLASS AUDIT OFFICE OFFICE CHECK GROUP dba Dowling&O'Neil Ins Agcy _ MA 9015 14 504 973 Iyannough Road Hyannis,MA 02601 WC 00 00 01 A(7-11) Includes copyrighted material of the National Council on Compensation Insurance, t. used with its permission: r fi' Massachusetts -Department of'Public;Safety:' t Board of Building Regulations anci Standards' _' Constructii�n Supervisor 1 &2 Family gs License tSFA-057770 O 3 JACQUES N MOR;i�N - % A¢ , 4 1597 FALM.OUTH Rlip) CENTERVILLE 263.' alb Expiratian, Commissioner 02/1Ot? 1,4' - 4 i y� Tti ' Town of Barnsfable Regulatory'Services Thomas F.Geiiler,Director- �°r ,�a�0 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma,us Office: 508-862-4038 Fax: 508-790-62: ... Property Owner Must Complete and Sign This Section If Using A Builder U f t t'\ as Owner of the subject property hereby authorize to act on my behalf, in all matters relative,to work authorized by this building permit application for. (Address of Job) Signature of Owner Date Mo r r— Pnnt Name J i, r If Prop LAy Owner is applying for perrnii please complete the Homeowners License Exemption Form on the reverse side. 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O.me su s...-.-.0.1 o_s_._._._.—._•_•_•—•—•-....m■.no loom. • ® ..s.. 1_-_-_-_•_•_•----...........---.......lo-----• • -.-.....■....-.—.-.-.-o—....■....m..mm■m............s.-.1 n ---•----_loom--•---------•-------------m_.-m_.. , _•_---------—-------------........Main------- ___ - .._.—.—.-.—.—moms_.—.-■_ —.a._._._._.■ �'I I III III:I!I�I I II'I,I�III!I.II( st.st.—■-.�—moms_�■—.loss..—�.�—s—.-.�_moms. _ _•_•_-_--•-•_•—•_•—•-•_••-W—•-•_--•_•_•_----■:..m ■.. ....................-.-.....■........■..Sam..I i.. .-.-.-._._.a._.-moms_._._._._._.-.■no �O�a�O� ■ 11 - �-. ■��-■onion"._.-.-m im-.:-i:-.:-.•/-.:.i:-.:oil L.®. e!'........... I M��� -oil ER JOB • . .. .. — —. RANCH CUCIJ�U J-�OI`ID�S/Czl`lS. CO/"I DDRESS DESIGN BAYBERRY _ _ - _ � , T 1 • 9_0„ 5-6° 5,-4u 11'-6„ Y6,-8, - °D•• , °de "CONCRETE WALL �u 4 T 'DAMP PROOF A D• Im •� i .APPROVED. -e,•° 'e .......... ................... ........ . r ... ................... ° URED CONC.SLAB ............... W.. ............... B L. .. PO •.�2X6 KEY, •°•°d. °D•e .°d•s .°d•e .°D•e .°D•e .°D• GLE 2XI2'e BASEMENT -10"X22"-GONG.FTG. n e2� ADER ABOVE. / s, ° •e• ,e• COFIPAGTED GRANUL AR••• QI , Sy iYP.4 TNK °•°de•adO•a. V 4 CONIC.SLAB 7 - > W/FIBERMESH LATERAL _ TYP.30"X30"XI2'- '� a O • OR F-n71�AL UPLIFT GONG.FTC.W/} Ell10 ANCHOR BOLT AND m I/2"RD. 0 3°X3"XII PLATE WASHER p •,• •• •>• •> ••> ••••••,• CONC.FILLED COL. X r 2X PLATE TI 7 MAIN HOUSE SPACING 6 PT RHEA FOO NG FOOTING DETAILS I�Illlllllllll llgll�lllllllllll�llgll�illl/lllll�litlll�llllllltTrimM4111/IIIIII0lltlll 1 111111 1111111"1101111111111111 GARAGE SPACING 8" CONCRETE WALL 6•9u 6,�„ 6,�„ 6,�„ 6�„ 6,�„ 6.9„ .a•.ed'Q�etO od'e� U - ro•.°dro•e d•e .o0'e D•e .eL� d•e � ! �� Q ro•o0•e•.od•o•.°D•e•°D'• •e D•e•.°da .eda .°d•e .°d•e•. > e e e p in — •e, �•s, •e :. e• FOUNDATION WALL ° OQ ,O• °dro••°d•e•°d'• RD•e•. •.°d•e•.°dro D•e D•e d•e d 8.2u T$n X' • ' ' 8 ...................... °de.°••°-d.ee °°d,°•e FROM END '2n OF PLATES ......... C ....................... ......... ,° - °d�e-e•°°d�e•e.°o d'e•e•.°°d�e' e •'e,.00a». ! e e °, ° °, e• e e IIIIIIIIIIIt111t11M11tl11�14�111111114111�11g11611111111111111111 - ' 1 - ,'e•�°d•o �D°•°D°•� °De•°D°•'' a .°Dro•. t-.4; _______________________{._______ ___________________--_. ...____---. 22'-0" 12'-0" ode• •e• ad;a• NOTE ...................... ............................ e: :.9 odn•°d °0•• ° _ IO'-0„ ..... . ........ ...... .................................... 5'-0„ 5,-O„ . ... ... . FOUNDATION PLAN TYP. ANCHOR BOLT SPACING °2.2Xb'ePT W TYP.HANGERS IL auaa X 2X8 PT —s r Q TY�W., M.CONC.FILLED ®16" "I O.C. TUBE48"BELOW GRADE.ona 8 ' CUSTOM CAP - TYP.HANGERS CUSTOM TOP RAIL TYP.RIM TYP,2X6 PT SILL " - •2X8 P TYP.RIM SIDING ru S 2X2 BALUSTERS TYP.HANGERS 4"MAX.CLEAR Im Q SPACE BETWEEN O ICE t WATER BEHIND NAILER 2XI0'e o 16"O.C. - ALUM W/FLASHING TOP OF NAILER Z NAILING STRIP J p L CUSTOM IX DECKING TOP RAIL - BO II I�uII - 8 I II II I , , ' THROUGH PT BEAM , ; THROUGH BOLT TO EACH POS , 2X8'e O 16"O.C.. .WITH TWO 3/4'DIAM.BOLTS. GIRDER BELOW TYP.BLOCKING®I6"O.C. IX TRIM BRO. 11 Ili Ill Ill 1i111 Ill Ill Ill Ill tll 111 111 111 Ill Ill mill 111 111 111 111 111 111 111 111 Ili 111 111 III TYP.JOIST HANGERS POST ANCHOR >Y e ° 2X8 PT NAILER BOLTED J J .e•,° W-3/4"LAG BOLTS 24"O.G. •e•0 0,° k �—2XIO'e®16"0,C. o OW. 2XIO'e o 16"O,C. �u o GIRDER BELOW a It MIN I °�e• '�> 11 111 111 111 111 all Ill Ill 111 111 111 Ili 111 111 111 111IpYp� 11 ed•a o >•o II I I nP.uoN^�ERe ° TYP.8"DIAM,GONG.FILLED 2X8 PT Q TUBE 48" EI.GRADE. °_ �-•-2XIO'e O I6"O.G. o I6° n 3-2X8'.PT FLOOR FRAMING PLAN EXTERIOR DECK DETAILS BUILDER JOB ADDRESS DESIGN DATE REVISIONDRAWN BY PAGE SCALE BAYBERRY BUILDING CO. LOT 6 SCHOONER LANE VINEYARD RANCH l✓Wc-✓oN/ �® 0 ll�ol�J�U 0 110-24-11 N JIB v4".1'0" JB 4156 gns HYANNIS, MA, ONE CAR GARAGE IU lU PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COFIPLIANCE WRH.ALL (T)EXACT 612E AND REINFORCEnEM OF ALL CONCRETE FOOTNGS (5)ALL FOOTINGS ONALL ExTE10 BELOW FROSTLUiE VERIFY OEPTN. f LOCAL BUWOSK„CODES AND ORDPIANCEb.UB Dm"s ry y NOT BE HELD RESPONSU3LE MUST BE DETERMMID BY LOGeL SOIL CONDITIONS AND ACCEPTABLE f4)VERFY STRUCTURAL ELEMENTS FOR D N.612E P4.00.Y]49 er✓�g,)4�95-'-,� ZI FOR 9RE CONDRION9 OR FOR THE 118E OF THESE DRyUING°DURPIG CONSTRUCTION. PRACTICES CF CONSTRUCTION.VERFY DEBK>N WTN LOCAL ENGI>ffi2, WRN LOCAL ENGINEER 4ND BULLDPIG 041CW19. ((E9T 6ggHgTilEtp ryy O)ygq' ••/a/ i r .RIDGE VENT p ., 2XI2 RIDGE2XI - RAFTERS THING O.C. 1/2"PLY.SHEATHING ASPHALT ROOFING ASPHALT ROOFING i/2'I 15-ASPHALT PAPER 15•ASPHALT PAPER 15•ASPHALT.PAPER TYP.IxB BRACING ASPHALT SHINGLES I/2"SHEATHING ._...____.._ 1/2"SHEATHING 9 •IS"O.C. ____�.._____. TYP.W2.5A TIES TYP,H2.5A TIES DRIP EDGE DRIP EDGE 2XIOe .J.®I6 O.G. 5"GUTTER 5°GUTTER R30 INSUL. IX3 STRAPPING 5/8"F.G.WALLBOARD IX8 FACIA IX8 FACIA IX SOFFIT IX SOFFIT GARAGE 5/8"F.G.WALLBOARD RIDGE VENT 2X6'e m 16"O.C. 2-I/4"VENT 2-1/4"VENT IR' OSB SHEATHING 2XI2 RIDGE 1-3/4"BED MLDG. I-3/4"BED MLDG. HOUSE WRAP OR EQUAL NOTCH FRIEZE NOTCH FRIEZE TO RECEIVE SIDING, TO RECEIVE SIDING. SIDING 4"CONC.SLAB 2XI0 RAFTERS o 16"O.G. V2"PLY.SHEATHING Q 15°ASPHALT PAPER SIDING — — - ASPHALT SHINGLES TYVEK OR EQUAL EAV EAV 1/2"SHEATHING CROSS SECTION CAS X3 INSUL.PING ® "s EAVE DETAILS "1 EAVE DETAILS 1/2"WALLBOARD 1/2"WALLBOARD - BEDROOM-3 2X6'e®I6"O.C.R21 INSULATION SHINGLE STARTER - - BEDROOM-2 1/2"OSB SHEATHING >< LEAD FLASHING COARSE 3/4"T/G PLY. 1X2 AZEK HOUSE WRAP OR EQUAL 2X6 P.T.SILL - SIDING r'• ' - - NAILED 4 GLUED. CUT o 15° a SILL SEALER v? .IX8 BRD. OPTIONAL 2-°5 ROD "�RIS INSUL. 2XIO'e>a 16"O.C. TOP RING 2"CLEAR - •°••°�•°•' S/8°X12"ANCHOR BOLTS. Q BASEMENT '0•° 4"CONC.SLAB SILL SILL DETAILS WATER TABLE DETAILS "1 i CROSS SECTION CCU RIDGE VENT - - - - - 2XI2 RIDGE - .. 2X8 RAFTERS a i6"O.C. =q 1/2"PLY.SHEATHING ° 6 15•ASPHALT PAPER 2XI0 RAFTERS a 16"O.G. p� � •a m ASPHALT SHINGLES 1/2"PLY SHEATHING 2XIO a J.0 16 O.G. . -- —. - 15°ASPHALT PAPER - - ,�- \ 3 f 2XIO'e o 16"O.C.—► 2XIO'e a 16"O.G. •R38 INSUL. ASPHALT SHINGLES / y UC3 STRAPPINGs In I 1/2'WALLBOAR °0 Q 3 2X12'e - _ •_ °•• m 2X12 RID E ® R38 INSUL ® 1/2"WALLBOARD _ - 2XI2 RIDGE In ?I IX3 STRAPPING 2X6'e®IS"O.C. LIVING — 1/2"WALLBOARD R21 INSULATION dLLTm UU °_ O O I/2"OSB SHEATHING DINING HOUSE WRAP OR EQUAL - O Sa. =.• - x ' SIDING - S rN ••_ w DORMER 3/4"T/G PLY. EXTERIOR B P1 — 1 N OG d NAILED a GLUEr, DECK O 'y °r= _°• •__ ••• •=0 �• ® t•-2XI a®16 O Ce�p 2XI0'e®16"O.C. �.,. 3-2XI0•e GIRD ;' ` °E• •° � ..� ddf 'ii l4 ) ••• •• 3-1/2"CONC.FILLED-0 � �O. T'• � 3 2XI2'e Q LOLLY COLUMN. BASEMENT s - - 6s O 4"CONC.SLAB � B ING —_ � Md%. •O.L. \ . ROOF FRAMING PLAN CROSS SECTION' l8) TYP.2X' BUILDER JOB ADDRESS DESIGN. DATE REVISION' DRAWN'BY PAGE SCALE BAYBERRY BUILDING CO. LOT 6 SCHOONER LANE VINEYARD RANCH (✓WC�Jo� l!-U�0 po 1O_24_11 p JIB •�OF�Lr- 1/a".p o" J� Z=.HYANNIS,MA. ONE CAR GARAGE W N PURCNABE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL I E%ACT SIZE AND REIN©RCEMENT OF ALL CpNGRET6 FOOTINGS III ALL FOpTING°BN4LL E)CTEND BELOW FR0 WIE VERIFY DEPTH. 81•4�A�L FI LOCAL BULLRING GODEb AND ORDMANCEB.a DMIGNB MAY NOT BE Nff RESPONSIBLE MUST BE DETERMINED BY LOCAL BOIL C ITIONS AND ACCEPTABLE !IJ VERIFY bTRUCTIRAL ELEMENTS FOR DESIGN•SIZE- P.Q BOX$q 94-W ZFOR SITE CONDRIONS OR FOR TIE:USE OF TNEBE DRAWMGS DURING CONSTRUCTION. PRAOTIGES CF CONSTRUCTION.VERIFY DESON WITH l.004 EN INNER. WRN LOCAL ENGMEER AND BULLDMG OFFIC14B. WEgT BNPWTe="v MA OMYN r • e.: - - - - - EXTEND HEADER TO KING STUD II'�III ®09x,,❑ _ '• NAIL TOP PLATE - :' • ER WITH - NAIL SCHEDULETO,TWO ROWS OF 16d .. .. . . .. . . .. .. : AT AT COMMON �� NAILS AT.3."O.C. 3"O.C. '4� - 3���� S'$F =AWA 019" 4'-0FSHEARSHEAR - AR SHEARSHEARWALL WALL - 34'-0" WALL WALL WAL 2 g�8"ANCHOR BOLTS WITH 24'-0" - .. _—_____.—_- r_—_—_— _-- 3"X3"PLATE WASHERS WALL LENGTH: 24, WALL LENGTH=_ t 1 y� WALL FULL HEIGHT SHEATHING-ILA"'I 'I FULL HEIGHT SHEATHING=�5,"I' SHEAR WALL jACTUAL SHEATHING= 54 % ACTUAL SHEATHING--°J_% - (Min.Required 38.%) I (Mtn.Required %) j FRONT ELEVATION SHEAR RATIO.2.00 _ RATIO.2.00 ° .�{.n - WALL EDGE NAILING=�P'_O.C. I 'EDGE NAILING-A O.G. I - - - e } e 100% •. .. 'FIELD NAILING.La O.G:. •FIELD NAILING=J2_O.G. - ° #i L•—•---•—_----- L------ --•—•J - `• e - •e .�JII ..0•e .�da .'-0•e.eon .. ..•.; CzAR 4GE OPENING DETAILS. f FULL HEIGHT SHEATHING=30 � SHEAR LJALL . - -.ACTUAL SHEATHINGF�% _ (Min.Required 56 %) - - RATIO.2.00 LEFT ELEVATION EDGE_NAILING=-k'_O.C. �. •FIELD NAILING._12".O.C. L — — ---------� A • ...t00% obi _ EAR .. :. - ....':SHEAR.:�.": ..:.. .. , .., •,: _ :WALL .. .. ... .9$ 9_8�I 12'-0" - r_— _— —-— SHEAR WALL - SHEAR WALL - - 58'-O" SHEAR WALL SHEAR WALL WALL LENGTH=_22:._ 22'-0" - SHEAR WALL FULL HEIGHT SHEATHING=19'-4°I - - - r_ ACTUAL SHEATHING=_$(Z% +� '1' WALL'LENGTH•_S� _ WALL - (Min.Requlr@d 5L 90 ' SHEAR WALL � � - IFULL HEIGHT SHEATHING=_24.1 SHEAR WALL RATIO=2.00 - _ ACTUAL SHEATHING•_4',—% (EDGE NAILING= =O.C. I. RIGHT ELEVATION - - j (Mtn.Required,—'@_%J - 'FIELD NAI LING-J2-O.C. - - •RATIO. REAR ELEVATION - L----•— — — — _ - I EDGE NAILMG•�_O.G. I � ' FIELD NAILING•J3'_O.C.. . . L--------------� BUILDER JOB ADDRESS - DESIGN DATE REVISION DRAWN BY PAGE SCALE BAYBERRY BUILDING CO. LOT 6 SCHOONER LANE VINEYARD RANCH u%U%c %0� 1/ U©d 01/ V�oI��U U IO_2,e(•-1I p J13 •�oF5 v4"=I'o" `�� i✓�✓Q�gn`g HYANNIS, MA" ONE GAR GARAGE W (U PURCNASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL -W EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 13)ALL FOOTING.._A XTEN ED BELOW FROSTLINE VERIFY DEPTH. �LOCAL BUILDING CODES AND ORDRIANCES,a D,,IGNS MAY NOT BE.HELD RESPON6IBLE MUST BE DETERMINED BY LOCAL SOIL CONDITION.AND ACCEPTABLE (4)VERIFY STRUCTURAL ELEMENTS FOR DESIGN.SIZE PA.BON ffi9 WW y494-9534 ZI FOR SITE=NOTIONS OR FOR THE USE OF TNESE DRAWWA DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY OE.N WIT,LOCAL ENGINEER. WRN LOCAL ENGINEER AND BUILD—OFFICIAL.. '--64 IA. MA,Offi6B - A-C 3uI.JE_0 WOOD GO116T-UG-I0N N 1 5-t WIVG AREAS. 110 M-H WIND XZNE SCUF'$'1A554CI-ILJ5E'75 GHEGiCL157 FG`-:CGi--°LIANCE:'10::, G'-ttc 33G1.2.I.li � 'NE`r'K L VL STEEL i!-SEC aJ6T.I______________________________________________________---------------------- L.Ar=Y.FCEUPE C.i-_GOk'(................................................................................E d Li Af'F'LI:R51L1-Y VLMBEk OP o OkIE$'A ROC-LVICN EXCEED-.P In 12 6_OPE Si-ALL BE CCC,51:.EREL A$TCR-: 2_57OIC'I5P.':5TL2-'1-° )I 2: �'/li '121'e�L :OINT GESG<Ifi'T^V SUS.'J41L6 _____________________________________� Na . MEAN kCC=HEIGHT..................................CP 3 7: -___._-._...____.___-................ ILy IF PT t)Y �- 91.1LUInG J Crf,11-----------------------------------JFG 31-___-_-__-_,____-____-_-__-_-____-_-_SFr!zp' ./ HOOF FK A'-11NG SLIDD ING LFIM-k L.________ ______________________ _'Pr 3.1 iw PT PI(.'fl.IN3-0^y=-F<S -:IF-\411=L: lAp 1-I✓p J:_H F\-J 9 I.L7 nG-ASPECT Fl.G.`_'J.°.,__-__________________.!FG4:.___._.._._.__._-____-_-__-_-____-_-_ LOCII 3:1T CM BCACD-0--F-Ek _______________________ -IJ�-NJILEU. �•K_ led =JCH fish 'JOVII,4L HEIGHT OF T4LLE8•,::�'6hING!.......... G A'„__._-_... _-_ .'_ °' 6 )� ILA:_L Fear r..� - 1.3 F&ANING CIONNEOt ONc \\ - -6F=A-F a-iuT=FmPCTlaue F :': A-klNr6 GENERAL LC:`1F'L'4VCE 1-F PRCMIVG GCVNLT-C%VS.._: i-45_E:'J.___,_- _. \/ ' 6T110-J ATIJU.'F-C;E-\..=L': I.tt:> 2.Ibn bl' 2.1 FGUNGATIGh. _..'.=1ELO N E4LE<.TC HEADE,t=AL=.4 LEDJ =OUn_+A'IL::V U41_1_6'IEETIhG R-,:LIr1rVrhT1,IF-ECI C'I=[°AU6.1 BdpCOMMOh 4L 0.�. =LLl�e Feat NG __ \ _ - _ GCK.- _ __________________________________________________________________ \ ,LISTIISILL,TU4 PLATE Lk GIF:D=.!7U_N41LE:1 1-td 9.Gd PER,LIST %C:hGr'r--r'A1.,;nC'Y.__________. - N!/+, •, -.'".-!I(.'J�:CY: _ 1 e!LGGKW_- 1k:lAl._'�-\A_=2i! I-eJ :IUa eLC1 E\_ _ ------------------- :r'UL-Jf'4_°"4VEL.°• \ - ELCCKINL�-�__U2 TC:=•PLAT?'-l E=AILD; '>-1'e- --00 =1LH E, GC ,4NC�0 CALxB C FCUN'ATIGVI' '.^'a• I.M-F,o7-+=VT_"! H_F.mIP:pH0.'FACE\4__L> 14', t:E.> KA-"ILI 9:L'4VGV^F EC.6 J`1BEL'DEL C<9'E"FTc.C=kIETART MEGHAN CA_ANLHCk9 AS AN 4L-Sr KA-ve N GO NLRE'e CVL7 \ MST U'._LsEG 7�•BE.:`1 i-LE-\:._6L: 9td :d'Jn PCK.LIS7 S ^ ' 'T' r . , V, SL4ANN_ = Y> -1,kle .%_T 6>.{. G=V ______________ _________ b_ .___-.-_.______-_-_...______-_._-n.:i' - O'?T VLTC. rL<T_ :E=.AILC: 2-W, .-led Y'CK :IBTTEO_T 5FAC NlJ=R.'l EJV-.0IJ-.:=F_ATE 5_ a'-:' I/ BO_T eMBEDHIIT-LGVGkETE._____________________Pa 5:.,_,______________-_-_-_-_-_____-„ 'I 4_a.f;Vk''I _ _ . _+3',C•Jy.".)C I''--'�- _ I _•F'.de-S n1G1_=:\:J°465P ACTH"' ••...'. - -• ---- )OF Sl4EATWK5 '____________ _________(FG .._._.._...______ _________________.@(1_T SHE 6OM-VT q: LLOOv:TCLLe-RA_=ru__ 6 ............................1G .............. .................. ..:L.. 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"4Y UALL W H GFT 7G' 5^4LIh3'EN COt1t'JV `TUL5 cm.LP 'O:J'C.G. 6d 4.1 JJA_L5 ; s_2C.' 'LC1C�nIIM A-A_ RING nc=aJE a a Er c-E 1' -=LL LA_L HEIGHT °U�- M1 - _ S _ LCAD96APING J.s�LS____________________________ 0_N_! ABLE,='..._-____-____-_-__-_,_--F1'IO' J h�V•_O4�k E4^-.NG U4_L-o_--------------- F" U+1.n7 4= E,..._-__-____-____-_- -iT'C20, ° , TT BLJ N S ING U.A_L STUD 9FAC NP._______________________________..P f,'U ANJ-4 LE �-V \/ .•`',-`,•; IFMrGN4_4C.G 7K�G7llkA __ FRA LCC LK°. '-EUG 1'U FIE✓' . I L STJe"'iFFMT9 _______________________________(FG-c L: ,--_._..._.______-_..._FTCV N_J° lid e'_0!,C!'m -_LD IL F L ' Ed r 4.2 EX-ERIOR WALLS' - -'- - - - MA_LSMl6 •'�••�',. - GENERAL NAILING SCHEDULE LCA.DS=P.RING J.A_L9----------------------------------5_ES.;------------------------------IX A_- & FT_Q_N - :14iGE4G(NG U4_L-o------------------------- µ8_C^ ..X G _T7 1 GAE_E ENL UA-L ek4CIKr,- .._________________________ FL_L I EIGHT E1>I.14_L b7176.....................:.IF G'Oi,- JL .:-TL=L,:Gk LENGT-4........... 'F6 I:..........:.. - C>1FSJM C51LIV:>LEND LJ h uS=T V_^• LdLW-_._--_ 'FG I _._-_._-_._ _F-.G.3l. \;� • o �• n t. s > b. a° _ dhJ 2x<0�,,;.nTIJJGJ6 La-EF-4L Ek4Cn^+S FT 0:.. (Fe.It: - .--- ------� h°z� ^ Ca It:GEILIV-s FL-Ya bra='6 m IG 6=4GNa YIN UI 2Y.q SL kIN s q E-4L.IVa IV=VG.... )/ ° o . - o _ P .' P - L.:LS_E T�'='LCTE TFU39 yf•1'S._.._...________________________________ _________ _______•.______._._._._ ____._. � n e + r � - LJJELE-OF F'_N E - °° sYLIGE LEND-H.................................'P5'J...NL i,6L S:.,___._._.____..._._.__._ a+�Pi •°A°, STJL 6-4CI\G°° bF_IC6 C�'Jh EC.^OV inO-.::=Eu C:OYML\n-LI_b. 74S E Yi o - °' P ° p s P 1•°o a - -LCAJE;EAE NG LA_L GC14N6-,7 vVS '' .°d�° °C�o °C'o �O�o°.•-t,�^�.•°�.o,,°C.t n,°P.°s __ _ _ -.TEF.AL IVO.OF 15D GCMHON'JAILci._____- NOh-"'AC EE4F=1'JG UALL w ° _ATER4L N0.cP I6d GO`1M7N NA1LSi-____-_-_ e, ' �cbLE 1!':f•7 b-4kl\G DAL_is c'6nING:':K'-wT'r'G_4E'[:(=6T;lY-VIVG.E+JT:H E.^.K f•L_CF EH IJ66 F;)F::C:F1P_AN(:E TC!-A91-6 a aEA:ER 5-4Vb.__________-------- _------------- _--A6_E e'--____,_-____-_-____-_-_____- Lf--Q N.<'I-✓ - - sIL=L_=.cPAVB ____________________ _-CA6_E •..__._^_..-_-_._._-_____.__...CL-f- 0JV 'I' - =JLL H3G-I'6'JG6(hL,.G=6TLD6:.•.__ _-'-µE_E a:-------,-,L--------------------------- ,/ MAXIMUM.WALL STUD HEIGHT ,';STUD SWAGING ., � _ � � FLL_ V0N•LOAG BE4R WCA UA-L OFEH NGS'Rr=GRL L4RJEST^=EJIV3 BJT G-BG1C A_L CPEN NG$=OR CCrF_AN E TC'4 LE aF4i=P'6�4V°✓ ________________ ^.•h F°1..._._._._-_.. ............... F F-Z IV .' RAFTER CONNECTION- AND WALL SHEATHING slirJ -JLLHEG4-6-JLS'Nc.C=STLD6________________I-AB_E$I._.___.._-_-_-___-__,_,_,_,_ -_.-L \( 4=C;I.IF:trtnl$4, -_A.4=VD:I•4tAi=: -CLSLE!SLC S-L� Dti cq'JS 11-1_EVE4TN'JG TL'.G;�IET J='L IFT 4'JC bHE<0.'fr1Y J4T4'JEJ J6L� `1V"1LM. JJH6:6FL(1F I,I\I"IJM SLID NO.L,METI6 fIN.i W: - HF4C FF.'E"4V FE4i=C, _ JF'L T- 1A-EF;4- LIVL^L SILL FATE HCI'1\AL LEIG,T:,IF TALL=ET CPEN NG2.______________ 6�i - SHSATHNGTYPE._._._-_-_- - _.!n.lTE -____.____-____.____-____-__...cl 'JC ___________________ ...__. - . ElGE V4L 9PAL NG.-________________________-------- 1-AS_E IL•Gk V:1t5 41P L=::9; 2 :-:X4 Ill '32 =1-L0 HAIL 5c4GNG..___________________________r-.•&_-IO: ._._..._._._ ----------------------- J- _ ° _ _ ....... SHEAR�CNNEG'ICN.VO.CP 16d COMMON NAILS: .TAEL_U.•._-____________________________________ EE-PAGE 4 OF B T-JLL-4EIG-HT S4•E�7�I\a________ _____!.•Fi_=10:------------------------------------ A' ZkY4 60.ALGITW40 bF_J.-C14 =Ut:c DAL_UIT-1 OP6N NC-)b•f !LE6'9V L'.'NGLF'Tdi__... __.. _ :<X4 3 (gg? >3U rJ.XIr\M BU-10 HGJMENSGV i L: Ni:rl\4L EIL-I T;1F TOLL-ET c.-----NG'______________________________ �C 6HT �' =iY8 _ o�Cl. 'Lj^ SHEATH NL^T7 PE.____________ _________________.(hOTE L1 _ _ _-_-____-_--,__-___- I!^e T l.SG6 N4L SPAO NG.____.______________________...Ab_E II OP,NOTE<IF-ESIi: ..................._'J. B :-iX': =1-LC'HAIL 64MC-ICG.___________ _____________ '-A3_E It:.,_-____-_-____._,____-_,_,_.._._.____._V, �•'_E=PASE 4 OF F 3-'LXIU - '.2d'1 E?4 °fit° •°",e N1. •°0,a ° ` bHk CCNNEC'ICN.V7.GP IGd L=•'•1"17n NdIL9' .TABLE'1_------------------------------__________ 4 • 10 3-''Xli 4 '3E3 lmbU '°s.°O•o.°O`a°!d•e ,°d'°°°8.•• °^'� °4'°v°4•0 c'==CG_J7-JLL-HEIG-HT SI-EJ,7ANr •'-�_E P;- _k 5hA:LITIOKAL5FE4-1-u,G=(Ji LAL_lJ1T-4OPEN NG)bE CC'E51G'JG:NC='TE.................... _____ I" 4•a.Clb 4 'SL-0 76E J'iC3'd1:1'=•L4F_LASF_Z so ' ' e°. ` ° . a e e° ° ° ° ° ° ° a• m ° w_ G_f:UD G NIA •° A•o P•° d•° t}'c , C•° 4'0° . b•a b'e - tl•a .aA•e.° CA-6C F�c WTJp 5=66CI._.____________________________________________________________________________ TABLE S, WAALL OPENINGS - HEADERS ° .m �>.n `. ,n `e°a `e°a •e m °° n n `° a 5J RUG=b .° ., EcOF-k4rIVG rEYBEi SPAN C�ECIC T'PC2 EAf-E2s JSE ALC S=AVi^C_s-ee@^Lis-EI \/. - '° .°4•0 ,°0'° ,°0° .°C4 .°0'4°.°:a°.°Cm°.°A'o°.°Cm°.°Oa° ZY:OF L-Iv6C"wo.....................................F 511OR'e............... EL4_9-<9'-1A_LEW.::F2 OF-L'_ )� _ IN LOADBEARING WALLS TRUSS CCZ:RAFT=�CONVECTIONS AT LOAL'EEAMNS W4LL6 mkOPR tI G =CNN=C..^✓Rd I. -F15 GH=CLI5T 5L4LL EL VC- N ITSCKTI-,rTY.Cxr_wc!I\G-I-C 5�'CC P G ACC-%C'J'JJ CC' N 2.-O GJM='LY L TH TN- •° •° Lc'LIFT_ ............................. 4S3_-121 .............L• °'L= NJA kE7UIREr Entb CP-EG CMk 53o1.2.1. ITEM'.IF-HE c_iEGGLIOT-I-E-In ITS EV-RT THEY T-IE=0.LOU,14G'-1ETAL STaA-S _41E<A__---------------------------_ -_.L°_F_P 1�•!J+_ 4VD FC_O GO1.V9.AP.E NOT REJJIv.e'EKc Tar l.-Fr 1'I0,'-1FH GL IC E' ?JE4K'_______________________________________f-.-h=P•J.__-_-__,_,__-_-__-____-____-__-_-__.6-_�'1= NJ:_fi. 4.a-EEL 67RAc6 c•=F'=1>JFE C. v VnE S-PA_COM,ECTIGN5,IF G7L_Ai-1='=h:UT U$F-T•Ei C-AB_E 19_ T_='L- N`w GAE_E P_Ke CLtLLC4:ER..................... ! _7""p- -- E:2v G4GE S-RAPS F Ek P GL-<E'I __________________F SUP.E iU.�.__-.__._...._7-L� :5`IA_LEP.OF Y Ok U.= ;:UP_I-1 SMAP.P= -1GJPL 14 TI U66:.:.'S4F1=C COh'JEG-U:Kb A:V7N-LL::ACE-4FLI\q 1AL_6 - D:ALL 6-K'4�'S"EG-F!>Ilk='1 yR0F2 ET4R' GC NNEL-OR5 E:GGGVEk STUD HCLL'L'7LNS FER FGLRE'6a 4VL•FGJF-.e IFS -ATFT,__________________________ AS_=I_;._.______._._..-___-__-_._.______....L•__B• N_A yL_=7:N:C-ENING H=34-C=JF IC E PT.$a4LL Be FEkH-T�U.I-EN Y"Is ADDED IC THE PS@GENT PL_L�EIGF-6�EATHNG _ATE&4L:'JO.OF 16d G:.'•111ON NAILS:.______- -AS I_: L= E N/:. EGO-SHEAFING-•-E •FEk_a:'C'1k-6.' ., �i - - rFNTS.U:!}V N T4=!I Fv I,^/AVC I'. AMC) P1I=fiLI=�S _ _ _ FF�UIF'F 4'OOF SN=A-F In •---'--- -- 9. TH=EL::TTOM 51_L{'_ANE In EXTEkIOFc WALLS SLAL_BE 4 M N MUt'2'A.IhL:"'INA_TH CKhE35�'RE59LQE TFLE4TEL•��CAL'E. G FHICCNE55,________________________•-____,_._........._-__..._.____._-____-_-__�In.1lJ'6'U5<' \� 4 4.fRO-I T45LE'U 4\D'I ANG_O:A-IC\Of UA_L SFE41-IIV3 AVC 5L L. i4o ASPECT RA-C,D=TEkT1 NE PERCENT°PULi1=a� @COP 3HEA-HIND PAS'-FAIN 3.________________________. --AE_E_.._...______..-_-____-_-_-______-_,_-._____._. -]� - - cH=•=HNG.J:N�'J�IL SF ACING:'=GLIF.ErEJTB. I 14120UN17 W4-LL OPENINGS GATE tE'EVJEIO'V >=F'.AWV E31' �GE BGALE /,C$ i3AY'�ERRR' 9JILD'ING GG. LOT 6 SGI-IOC NE!^c LANE VINEYARD RANG+ C4G!�ohJ(��t`� �� (�& 1�C��� I0-24-11 p �8 •�aF� I/c' ✓` ��►Jr'�qh✓�'' HYANN15,MA, ONE CAR GARAGE ✓ W •'°.F-LF;!:E�F if-�.,INC i_E4✓EIS°.If.iM :�.,f_cT,p��.AEL=°�k W`1°_Iyn:E J--__L :>:E<cO'SISS iNi FEINF:FLEYEN-Jf JL_W Vi=,E'E VCR ...L F]�VC!'•t•F41_ TEAL'E+E JW FF'JF�_NE✓E>.I°+CEP,-. 1 _UCJL 6_L:,IJv CGLY XJi 4:ciIWJCES,.E LEs-f h-+NU'fiE£G 3.v FU'Je e_E YLc-6E LE cF.+'lEL 6Y:'C��c0_LJ\i-C J5 JND=GLcFi.,ELE -".E4.IPT F'ill_�Jam_._-s�lEJf5 FOB p5515A°511fi •=.0 dCX b^A .-�-' 4c' -_J!_CI ILL:_-l['�..InU�J.['n6 i:'n91F'L4 GV. I'F'.L::II�L::;I t:UiVlIL:::IIGN/LEI,t:IaN.II.�::_,_ViIJLLc'. .,t F_4f:-L LJilnLlt'1N2:>.IL::Vs 4 C:JL; -•E+'EJ,LM�.f'JELd I,J,,T�yi� '� c[•a_-J::vulucn•.. S i3D�J 494-4534 LEGEND NOT ALL SYMBOLS • ASSESSOR'S MAP 273 PARCEL 32-15 ARE UTILIZED. ZONING SUMMARY O SEWER MANHOLE Lot 22 FIRE HYDRANT ZONING DISTRICT: PI - AHD Area=10,004f SF MIN. LOT SIZE 10,000 S.F. WATER GATE VALVE Or MIN. LOT FRONTAGE 50' (20' CUL DE SAC) CATCH BASIN 0.23f Acres MIN. LOT WIDTH 65' O MIN. FRONT SETBACK 15' [55] PROPOSED CONTOUR i MIN. SIDE SETBACK 10' MIN. REAR SETBACK 20' a SIGN ' SITE IS LOCATED WITHIN THE GROUNDWATER nit �, PROTECTION OVERLAY DISTRICT � �►��-, TEST HOLE FLOOD ZONE: C CLEANOUT (FEMA FIRM PANEL# 250001 0005C) 9-19-85 66 REFERENCE: EXISTING CONTOUR I PB 610 PG 94 PROPOSED SPOT GRADE 66.5 ` PROPOSED HOUSE � ; r ; r APPROX. TREE LINE i `� T. FND. _ 66.5 + 50.1 2 EXIST. SPOT GRADE Ake ;A �4• i LEACHING PIT O /.', 'r3 • %>' 6'X14' EFF. DIA. PITS ` S s WATER ILIN �—°— RESIDENTIAL SITE PLAN W W WATER LINE � .G GAS LINE 1 c\ PREPARED FOR: E E U.G. ELECTRIC �- 116.68' - r` ANTIQUE STYE POST LIGHT ` ',,c _ �'�-_ � BAYBERRY BUILDING x� LOCATION : LOT 22 #86 SETTLERS LANE SCALE 1" = 20' DATE 10-10-2013 SHEET 1 OF 2 off 508-362-4541 fax 508 362-9880 down cape en gin eerin g, inc. CI1/IL ENGINEERS Scale: 1"= 20' LAND SURVEYORS DANIEL A. OJALA P.L.S. P.E. DATE 939 Main Street - YARMOUTHPORT, MASS. JOB # 00-018 0 10 20 30 40 50 FEET _00-018 DEFIN & SEWER 40A + 40B.DWG