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HomeMy WebLinkAbout0043 SETTLERS LANE 4-a-np- Town ®f Barnstable lk r Post This Card So That it:is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept f �tv' „•ac4 /m°// Posted Until Final Inspection.Has Been Made. vQo� 9 � t�3 , 0 f � , Where-a Certificate of Occupancy is Required, §uch,Building shall Not be Occupied Until a Final Inspection has been made. Perm. Permit No:. B-17-3842 Applicant Name: BAYBERRY BUILDING COMPANY, INC. Approvals Date Issued: 12/11/2017 Current Use: Structure Permit Type: Building- New Construction- 1 or 2 family Expiration Date: 06/11/2018 foundation: Residential Map/Lot: 273-122-009 Zoning District: RC-1 Sheathing: , Location: 43 SETTLERS LANE, HYANNIS Contractor Name: BAYBERRY BUILDING COMPANY, Framing: 1 Owner on Record: MORIN,JACQUES N TR INC. 2 Address: 1436 IYANNOUGH ROAD SUITE 4 Contractor License: 170336 Chimney: HYANNIS, MA 02601 Est. Project Cost: $ 170,000.00 Description: To Construct a Single Family Dwelling with 3BR 31/2 Bath with Permit Fee: $992.00 Insulation: Attached Garage (2car garage). Fee Paid: $992.00 Final: Project Review Req: ENGINEERING NEEDED FOR STEEL BEAM AND LVLS BEFORE Date: 12/11/2017 START OF FRAME. Plumbing/Gas f Rough Plumbing: Building Official Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Electrical work until the completion of the same. Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final Wes;k shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 2 Map Parcel ` App licatio # J� Health Division ` ' Date Issued Conservation Division Application Fee Planning Dept. Permi e Date Definitive Plan Approved by Planning Board 60 Historic - OKH _ Preservation /Hyannis Project Street,AddressOf Village 4u CL-LAL-�'A Owner Address t� Telephone � ` 2 _2 14 °� Permit Request Square feet: 1 st floor: existing proposed 13Xo 2nd floor: existing—proposed 4VJ Total new O Zonin District CI Y�F o (T g lood Plain �. Groundwater Overlay Project Valuation 06 Construction Type 6)0 Q_10-� Lot Size at q Grandfathered: ❑Yes P-Kb"' If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes Ct.Wr On Old King's Highway: ❑Yes,,dlo Basement Type: u11 ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) 13 Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing.3 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel:,,_�Gas ❑ Oil ❑ Electric ❑ Other Central Air: es ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes La-No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing �w sizeo3iS ied: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization Appeal # a 006'IKS Recorded Q�­ 3-33 Commercial ❑Yes If yes, site plan review # t0 n Current Use 'f�L�1. �0�� Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 0Name Telephone Number Address License # y� �-- d Home Improvement Contractor# 1_)0 3 IS& Worker's Compensation # b 67 -.C& ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# - DATE ISSUED MAP-/PARCEL NO. ADDRESS VILLAGE ` OWNER.' , "T• f DATE OF,INSPECTION: _z - FOUNDATION T FRAME ` INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL`- PLUMBING: ROUGH FINAL---- GAS: ROUGH FINAL FINAL BUILDING - DATE CLOSED OUT ASSOCIATION PLAN NO. F - ,• A F €t7��t�� �LGri.SLft�iiTt�t �p��1Q71S 660 Wm*i*fO S&eft ifmfoz, ,MA 02 Worka& Compeusaim Insurauce A:�avit f�i�i rs Cagix a ors lecfricians7PTumben Ayp ' nt InfmrmaticM - Please P"rnQt Nan= l 1 AaV e you ag employer? the apgropriaf�box: Type of In oject(m-g6sedj_ I am a employer with �� � � ffixagoa6- �a/wemployees{all aFx�torpart#�me}* have hise�the s 61`Z 2 ❑ e am o sole pnopsit tur or partner- listed on the attached sheet. 7- ❑R o�g slag and hate no employeesT snb-c�fracta�haveg- ❑�olirtmu les and wof'�s' vmddng for BM in any capacity emPnye 9- ❑liuil g addifica Comp-iayaran l Wor PSS�� -1A `dat B l0_ ]eGtI1G8l f cr aC1.CE1iSo revir�� S,� We am 8 CQfISOratl{a 2IId FfS '•--1 3_El I am a��mg au veor offi=s ha4,e ex ased then 11�Plta Z repairs or addi cam right of emmpfionper MGL 1�Roof emirs €[No sSrorl�Fa' P c-154§1(4)and we has a tau tx-a iusnee revired l 1 13-El f1r- COMV_MS' r�`airLd6j *$H)appticffitj�(LCbEC�Sbatrlmosts1so Mom't'iliseC&nbejVWshMMPtile]r'SSDIISeiSTrea�eusstiioataobt'ua #,ff nmeawn�s VdO submit d3s s63za8 tfwy&M sates mod t�26Z oUi&-coaww:am mast sa�it s MW sf�L-arit*„ozT ¢sarh- Ct=dW rTi.rY ibis bcx ID 1 Hti&to d zm addirirmsi shed sbo�y the DSme o£�le ESA4t t�}SE E� q , ]C5 F33s}� �6yEC5. Iftl M&<DVtERCtMS.him E PRUtes,dwy mmt pmvice their wurkse comp pow mm ber damazaemployer that isff z forksrs'co.tt>pMsatianirrstwaacaformxy,emplayass• Selatristhepcuc, iucdjobsitu Pr infotw.atiasai_ ( �_— Ice Cotnpaay Name- job Site Attach a copy of the Tmrkers'compex=titan policy duration p (ski$„Else poly cy an�b�s Saban date). FaRum too secum cage as regtn-ed nudrr'SeLtmn 5A�o€bML c.. 152 curt lead to the imposition of enmafnal pens es of a fine up to$1,500 OD and/or�yeari as well as civil p in the of a STOF'QVf. n ORDER-and a ofup 50-00 a day a the violator- Be advised that a coy of this st ei t maybe fi dad t a the Office of Investiga o€lie DI fhf an ce coverage u ffi on I`dd fte"bp - - Hut Isaixs andPgartitias Qhtdwy thatthe�infornzdian prcn1[cd.i �a bus And critra ctBtIILL_ c I3at 1�� f rcini arse an[}: Do ifat terite in this area*fat fie ixrtrig€ ad b}j iaa totst2 t1 1EzaL City or Towa- Pts�at/Eicense Issuing A u#harity(circle acm). L Saazd�f Heatltic 2 BT Ilepparimt .�Stytl aw>Ff Clerk-4.EEertxical Inspector .1 fuznbmgctor .6.Otth!er Contact Person: . 6 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/D17117 ) TIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require and endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT NAME: DOWLING&O'NEIL INS AGC PHONE FAX 973 IYANNOUGH RD (A/C,No,Ext): (A/C,No): EMAIL HYANNIS,MA 02601 ADDRESS: 22LGR INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: AMERICAN ZURICH INSURANCE COMPANY BAYBERRY BUILDING COMPANY,INC INSURER B: INSURER C: INSURER D: 1436 IYANNOUGH RD,SUIT.E 4 INSURER E: HYANNNIS,MA 02601 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD SUB POLICY EFF DATE POLICY EXP DATE LTR TYPE OF INSURANCE L R POLICY NUMBER (MMIDDIYYYY) (MMIDDIYYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR. DAMAGE TO RENTED $ ❑ REMISES(Ea occurrence) ED EXP(Anyone person) ($ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE . $ POLICY ❑PROJECT❑LOC PRODUCTS-COMP/OP AGG $ AUTOMOBILE LIABILITY F COMBINED SINGLE $ ANY AUTO LIMIT(Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULE AUTOS (Per person) HIREDAUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKER'S COMPENSATION AND X WC STATUTORY OTHER EMPLOYER'S LIABILITY YIN UB-2E097860-17 03/06/2017 03/06/2018 LIMITS ANY PROPERITOR/PARTNER/EXECUTIVE N N/A E.L.EACH ACCIDENT $ 500,000 OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS below SOO,000 DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESIRESTRICTIONS/SPECIAL ITEMS ? TWS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. CERTIFICATE HOLDER CANCELLATION TOWN OF B.ARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BUILDING DEPT ' BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 200 MAIN STREET AUTHORIZED REPR TA E HYANNIS,MA 02601 � ' f " ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 1988-2010 ACORD CORPORATION. All rights reserved. r Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CSFA-057770 Construction Supervisor 1 & 2 r Family T, JACQUES N MORIN ' 104 BERRY HOLLOW DRIVE MARSTONS MILLS MA 02648t ' Expiration: Commissioner 02/1612018 s I lie�`anUmarr��recc�C�a�G��ns:tac�u:tell ! Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration:,-;`)70336 Type: Expiration ti1012017 Corporation BAYBERRY BUILDING COMP Y.INC. JACQUES MORIN 1436IYANNOUGH RDSUiTE4 %t HYANNIS,MA 02601 —A., \Undersecretary . \J E��y 'down of Barnstable, Regulatory Services MASS. Thous F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,NIA 02601 www.town.barnstable.ma.us office: 508-862-4038 Fax: 50&790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder as Owner,o te- ubject property hereby authorize t31LJ to act on my behalf, in all matters relative to work au orized this bu17ding permQp4cation.for: . ' 3 (Address of Job) S' o Owner Date S ko 1 t>— . Print Name Q:FORMS:OWNERFERMISSION Affidavit of Substantial Financial Interest 1, b� of on oath de se a state as follows: 1. I.am an applicant for a building permit for the pr rty located at Map4g- Parcel 115-9 . The address of the property is 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 15� t�, 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 4. Within the last twelve months, from today's date, which is ` I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building-permit application: Map/Parcel Address 5. Within this calendar year, i have submitted building permit applications.for property in which I have a 1% or greater legal or equitable interest. . 6. Within the last ten days, [ have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted J)_ building permit applications for property in which l have a 1%legal or equitable interest. 8. Within this month, I have received building permits for property in which i have a 1% I:egal or equitable interest. Signed.under the pains and penalties of pe 'u ,.t is day of a . 2001-0050/afFin O LOTTERY/AFFIDAVIT I II man son movie 111 — ■■■■■■�■■■■�■■■ _- ■■■■■■�■■■■■■■■ — Ri moollso'l0 mom on mi ■ _ IN son ■■■■ i■ _ ■■■ - 1 i■i - _ - - 1mom Iso � � ■ ■ ■ ■ - ■ ■. ■ ■ III - - :ram.;I I _ _ _ _ _ IIIIIIIi -_ 701 0 i son— mom mom ■�■. men - - mom ■■'= son - - mom _ _ _ _ 01. I- ■■■� ■■■ - i ' - - - - - - son on - - - ■■■ - - m 1 1 _ — — — — — is — — — — — — — = — — - — — — — — — — — — — — — — — — — — — = = INT IIII __ .III I►I _ _=lill I�I _ _ _ II COMPANYTWO - - _ , •Ay UIINDOW 4 DOOR SCHEDULE ID QTY MANUF. MODEL 0 R.O. NOTES • A II ANDERSEN 01,72849 32"XBl" b!•A. B I ANDERSEN 0142O49/FX4649/DI.12049 102"XB1" LATERAL :'8"•CONCRETE WALL••'• �,!° C I ANDERSEN PSBIb1I-L 96"X03" - ANCHOR BOLT AND UPLIFT - "-DAMP.PROOFING GBA - n .•0 D I ANDERSEN CN235 4MV4 X4M3/0 3"X3"XV4'PLATE WASHER --APPROVED. •� •• '� E 1 ANDERSEN AFFW803 98-B/8"X4B-I/2" MAIN HOUSE SPACING 2X6 PT PLATE HEA - ;•� ro.°0 F 4 ANDERSEN DH2840 32 X48 a �.,• •, 4"POURED CONC.BLAB G I ANDERSEN A21 24 5/8"X24 5/e" •', '" •2X6 KEY, '• .•A •'• ••• • •.• ,., N I ANDERSEN OW2549-3 96"X5T" M GARAC5E 8PACG - .•• d••. Aro. Oro.°An. A' �'.° �•. .a Q • '� '.. ••• • I ANDERSEN CIR24 28-V8" •0i'•`� _ •10"X22°•CONC.FTC.• •A •An J 3 VELUX V6306 30.1/2"X46-1/8" . ;�.<�h• , T'nlNro• $�•• •�� ° •° 'COnPACTED•GRANULAIQ••' K I ANDERSEN AR61 STAT. 12-3/0"XIT-1R" •�. A••. A•o A•s. % .°L" A•o. •• °Ab••Ab•° L 2 9/OxI/O 110-1/2"X13" GARAGE TRAN. • •�. ° '�: ° '�. . •�: © �. • •� • '� • • o '� _ •1 I 3o6SR4 W/TRAN, 90-1/2 X96" MAIN ENTRY ro•°A•••'A•o••A•••°d• •a .•Ab••An•.•Or.•••Ar.•.°d•e• •2 I 2868RW 9 LITE 344/2"X83" GARAGE DOOR ° •:•!° %!° �: •: ° X"!° I. FOUNDATION WALL ° NOTE: SIDEWALL SHEATHING l FRONT V2°CDX SIDES 1 REAR 1/2"OSB J n•'' •• .°A% A.•,°A.. '••6%•. ro'.°Aro .•A. On An. An. - D ,•• •• •••;••; ••• ' •�.° •i 6"-12"FROM END •° •• •%.° •%.° •�•.° y -A t! 4!.• •A,o OF PLATER ,e' °Oro •°A: :d• °d�! •o,•A..!e• s NOTE: WHEN BUILDING 9 R 3/4 FIRST 1 SECOND FLOOR. 'FOOTING FOOTING •DETAILS NOTE: CASED OPENINGSSRS !ADD 2"TO WIDTH AND 2-1/2"TO HEIGHT) A•• A•• ° •� o - D ••-• ♦ STAI RS ALLOW "FLOORING e ,•. 8" CONCRETE WALL na LL HEIGHT 2X6 WALL m ° y. A•e .°A•• O Q _ Q FROM FLOOR TO RAFTERS{ a TYP. ANCHOR BOLT SPACING o$ ....e y•t'-I 9'-2h" 1_.... _.: • _, RdILMO � vauTHD ccnwDM/BEDROOM ........ ......... -. ......_ Z{ _ ... oQf 'Q 8•TDS" 6'-4" .Q �--2X8 C.J.—a a R • 1fill 11111a11111111111{amlljol lalaal oil' 16"O.C. Q ......... .... '�-3- 10'e ................... 1 I]° . . . .. ... . . • EXTERIOR cq .._._... C ..._..... { �O . . 6�XI2' ❑1>Ei �T.e. r : ..................................................................... ...... <� ! ....... .. - W.O. 14'-64" W.I_�C. M/BATH• 4 _ Q G y4 jQ y�„ a M ASOv0 R .... � Q ... iiri - BASEMENT O 5•.ly y_gpb" g 9'.0• p 4"THICK J ................................................... S O m " . . Q GONG.BLAB o : Q DINING .. _ KITCHEN •5/8"F.C.DRYWALL: _I .WALLS.CEILING_ . ❑q Q V M 4"THICK 0 7 :3•-4b" b'-0°' 6'-SYi" ., B�_T° 1•-4" 3_9" 23.-0�� o CONC.SLAB 2: gwjQ 'v R 6611 ' GARAGE m,Q q 1j1{Inanjuulon�llanpum njuan$l u�1�1uaun I1a114111o(II g 5'-2° 4'-2 3'-10" 3'-2 22'-1014' 9 . ......... L�.....: .. 3-2x10'e ...... .- _ _=i=___= ro• re• rWIOX30 STEEL BEAM - ° .._ .. TTP 4x•'. ° 2'-2" rumor Q / .FLUSH W/CEILING. ` Q : : TYP.30"X30?XI2" : _ �__ ^ : . (iy : : f CONC.FTC.W/3-V2"RD. f . � : � - Q I CONC.FILLECZ COL. : '• �1NO L _ ••• Q Q t Q ty AUND r •® A > 'G> °(� .....1- q 2'-4° 4 9 HALF BATH ' • T '.A LIVING i'40 liuuuununlmailluullllll 1 u •................. ...... ............... ............................................... a 2xa c.J. .%.. ;. .: : !n, Vw ., M.................. FOUNDATION PLAN _ Q ................... .................. .'__.• mQ 6.2' 2 10-6 FIRST FLOOR PLAN 26'-6r lain•Imp eTHP ' " 8'-O" 2-9 3-3 I'-B" 0'-0" 10'-b" g ......... C - I6'•O° 6.0' BUILDER JOB ADDRE58 DESIGN �J�� n n y� F11�3 �TE REV1810N DRAWN BY PAGE SCALEBAYBERRY BUILDING LEXINGTON 2 UOUl�NOMEVESICI SICOd U0-13 M JB -0" ✓e D�sfgns COMPANY INC, TWO CAR GARAGE W n)?URCJIAOH or pRAWIN09 L@AVHe r�1RCNgH6R RBBpOWImIE ROR GOMF•LIANCH WrM ALL IN H ACT 6=A•�RHWORCHYI@1T Or ALL OONGpIfH POOTWee f)/ALL r00'iK'.e eNALL HM®ID D60W RtOeTLMH'/OiIPY DHPTN. �- LOCAL EJM1 V LODES ATD ORDe.ANCGe..B OHBIONe rT•�HOT eH•!'tD RHAro.belLH MUST 6H DHTERMUIHp Gf LOr..eolL c01AIT(OH5 ANp ACCEPTAO:.H (.)VHRIR BTRy1CTUoe.BLHM@1ie POR DHDWH.BRH PA L•cuT>m J-4 " YI FOR 9(IH OOIm(tWNe OR rOR LHH USE OR THrsz DRAW"OImm caN TRLCT rRAcilcEl Or CONHIRxC .VERen'D"O .WTH LOCH HNORER. WTH LOCAL 6Np ACID.NLpRb OrrH:IAIB. H®flMRNRT4GLC reI G2••A TYP,RIM (D)2PCS.9.1/2"VERSA-LAM BELOW CUSTOM CAP f CUSTOM TOP RAIL (F)2 PCB,1-3/4"X9-I/2" TYP.HANGERS VERSA-LAM MDR. SEARING WALL BELOW TYP.RIM SIDING j 7X7 BALUSTERS nn 4'MAX.CLEAR $ TYP.N�NG� 111 11 I Q SPACE BETWEEN ' Q ytlp S� ' ICE.WATER BEHIND NAILER 3 ALUM W/PLAOHTNG TOP OF NAILER j NAILING STRIP +—2XI0'e o 16"O.G.—+ ; IF DECKING E CUSTOM TOP RAIL 3-0XB PT BEAM THROUGH BOLT TO EACH P09 B 7X8'•o IS, D.C. WITH TWO 3/4'DIAM.BOLTS. BEARING WALL BELOW (C)__S.9-V2"VERSA-LAM BELOW �• tx TRIM ANCHOR �.° TTP.JDIBT MANGERS P00t ANCHOR ••• •�••. •. •• 1 ��: � 7xB PT NAILER BOLTED •---- WIC)STEEL BEAM TYP.HANGERS .• W-/4"LAG BOLTS 74"O.C. cNAeE (E)2 PCB.I-3/4'X94/2" ••4°a:• t• ' VERSA-LAM HEADER BELOW. •{Q T r•.? EXTERIOR DECK DETAILS 2XIO'e a 16"O.C.—. TYP. 10"DIAM.CONC.'FILLED ' .. "_14XICI. - TUBE 48"BELOW GRADE. . TYP.HANGERS _-2X6'e PT SECOND FLOOR FRAMING PLAN GIRDER BELOW It 11 Mill 11 11 fl1 1 11 11 LL L o Q 2XB PT —► Q4 N G ROOF � � � - 0 16°O.C. H I i TYP.2X6.PT BILL 5'' �' • 46'-6' C2X IT TYP.RIM y S 49'-0' 3'-0" B'-II" - 9'�.� 1.10 13'-4° 2'_4" � � � 19'-94y" 0' •f .•—2XI0'e o .................................. .. _ Q - 2X10'o 0 16"O.C.y 16".O.C.--► - - - m N •.BATH qq 7v ❑' O) .......... . Q BEDROOM•3 Y -�" P U t ° s BEDROOM•2 4 GIRDER BELOW BELOW - - . � `� -........ Q 111 NI 111 111 Ifl . mmwtnwmoll 1 1 1 t I 1 l u 10°,'n " ✓ DauN M g'.q" / 13'-10" - .: ............. ...... y 9 - •Q I-POST `v r,. t s a 1' 0 BATH Q 4 D �—2XI0'e o IS"O.G.—► 11 pp• r m - •• ........ . p° DNAeE M cwaee Q Q TYP.HANGERS i _ GIRDER BELOW .._^...:............................ ..T. 13'-4B" 111 ill 111t11 11 11 11 O It Ii - • STORAGE STORAGE 0 ' o • ,lY TxS'. .a,•o.c. .............. ........................................... +—2X10'e o I6"O.G.--► �I ' °.t - u o SECOND FLDOR PLAN I' 6'4` e'MD•y TYP.14'EL GONG.FILLED 48"BELOW GRADE. .............. -.........-----1 FIRST FLOOR FRAMING PLAN 11'-0" j-' SUPER JOB ADDRESS DESIGN „„n�•u•��„n „ DATE REVISION I DRAWN BY PAGE SCALE, BAYBERRY BUILDING LEXINGTON 2 /lamlam✓�o j/jLT/l( � (/�\V` o J,S ,t�es�gns 11-30-13 M JIB •, 'loF� u4°.r.o" COMPANY INC. TWO CAR GARAGE RU n)F CMASE OF DRAWINGS LEA'.ES PwWAem ReePoNemla FOR coMFLUNCE umN ALL n)EXACT SUS a RSWPORLEMENT OF au CONCRETE FDDTSKae Te)Au FOOTIwS 5.A E)neTID OmO.mosu WE VpNFY DEPTH. - LOCAL B16DMG CODES AND ORONA Eb.M DS64NO MAT NOT DO ROU)ROUE "'NOT DO DETERMWED BT LOCAL WEL COImRIONO AND ACaEPTAB.E ru VERM 67F UC1VRAL ELEMENTS FOR DE01GN 4 SR8 P'O•°�22•+ (SaBJ 49¢9J3•G ZI FDR OITE CON ITIO a OR FOR THE UBR OF THESE DRAWWGe OWING CONSTRUCTION. PRACTICES OF CONSTRICTON.VM%,T DESIGN WTI,LOCAL EN NM. WIT.LO.IL ENGMEER AND WILD01Ti OFT`=H . UCST BARHeTdb1L[MA GGY10 _ RIDGE VENT _ _ 2XIO RAFTERS o 16"O.C. RIDGE VENT _ ` 2XIO RAFTERS o 16"O.C. 2XI2 RIDGE - 1/2"PLY.SHEATHING 2X I2 RIDGE 1/2"PLY.SHEATHING - IS•ASPHALT PAPER - - ' ASPHALT SHINGLES ' 15•ASPHALT PAPER RIDGE VENT. c19 PWe 2XIO RAFTERS o 16°O.G. - " _ ASPHALT SHINGLES -18"VERSA-LAM n 2XIO RAFTERS o 16"O.G. �/ 1/2"PLY.SHEATHING - RIDGE VENT -. s PLUS 1/2"PLY,SHEATHING - i5•ASPHALT PAPER 18"VERSAAAMS ISO ASPHALT PAPER t ASPHALT SHINGLES - ASPHALT SHINGLES- N . 2X10 RAFTERS o 16'O.C. • ® —_ _ .•,o.. 1/2"PLY,SHEATHING —• i • - IV ASPHALT PAPER R38 INSUL. "• ® R38 INSUL, ` ASPHALT SHINGLES - IX3 STRAPPING IX3 STRAPPING ,,,''••�• _ - R38 I SUL. 1/2"WALLBOARD x - 1/2'WALLBOARD HALL BATH - 1p * •. IX3 S APPING BEDROOM•3 I/2"W LBOARD 3/4"T/G PLY. ` - 3/4"T/G PLY. _ • •, NAILED t GLUED, LIVING ROOM — .. ... .:__i......:......................... — NAILED GLUED. ceTNEDRAL - ••••••••••••••••••••••••••••••••••••••••• 2XIO*.s O.G. �--2XtOe o I6 O.C.--► .................. „_..__. ._.._._...._.__. ,• �— 1 ° " C. 1/2"WALLBOARD •— .'r — — LIVING ROOM IX3 STRAPPING 1/2 - - - IX3 STRAPPING - yyip•, C ® DATHFypgL I/2"WALLBOARD 2X6' 0 16"O.C. ]•ha'6 I/2"WALLBOARD I/2"WALLBOARD R21 I SULATION oTm T,G��. 2X6'E o 16 O.G. 1/2"WALLBOARD p� - W.LG. LAUNDRY VI6"O SB SHEATHING - - - KITCHEN par D®nLDo. R21 INSULATION 2X6'o o ib"O,C, DINING AREA _Q TYV WRAP OR EQUAL - - . T/16"O65 SHEATHI R21 INSULATION to - SID _ - • _ _ - COVERED TYvEK WRAP OR EQUAL 1/2"PLY,SHEATHING 3/4"T/G PLY. • T SIDING m TYVEK WRAP OR EQUAL 3/4"7/0 PLY. k < _ Q e SIDING NAILED/GLUED. ,{ NAILED t GLUED.. - 3/4°T/G PLY. - " _. ,� �•— o —► �•—2Xi o C, +—2XIO a 16. O.G.—► •i— o — —•. ` NAtLED a GLUED. 3-7XI0'e GIRDER �.oEuava —e C 30 INSUL. — - ., . _ •_ s 3-2XIO'e GIRDER—A O INSUL, '• PT 30 INSUL 2XIO's 0 16"O.C. - •— •• `, 3-1/2"GONG.FILLED_;A BASEMENTFILLED-4A ' i C _ - 3-1/2°CONC. - LOLLY COLUMN, LOLLY COLUMN.' BASEMENT.. r - °� ,., BASEMENT' ° - - q� - • 4"CONG.SLAB c. 4"CONC.SLAB L ., 4"CONIC SLAB •.r i 4.�• _. — 1 CROSS SECTION (B) CROSS SECTION lC) CROSS SECTION '(A) p a RIDGE VENT - a • ..., • - 2XI2 RIDGE . � 2X8 RAFTERS o ib"O.C. .. - - • .. ,. _ .. 1/2"PLY.SHEATHING D 2Xi0 RAFTERS o 16"O,C_ 15•ASPHALT PAPER �Bo I/2"PLY.SHEATHING .,` - '. _.. .. ... .._ ... - - ` ASPHALT SHINGLES IS•ASPHALT PAPER .. • - - -.• --- •` - t::•. ASPHALT SHINGLES _ µ .. 2XIO RAFTERS a 16'O.C, : 2XIO RAFTERS o 16"O.C. 2XI2'e C.J.o I6"O.C. - _ - - I y I/2"PLY.SHEATHING ',+•* L r 4. 1/2, PLY,SHEATHING :• R38 INSUL. RIDGE VENT 150 ASPHALT PAPER ,� - '• • _ 15•ASPHALT PAPER '.. 1p , •` ASPHALT SHINGLES IX3 STRAPPING* ® 2XY1 RIDGE ASPHALT SHINGLES O 1/2"WALLBOARD - - c_ n +—2XIO'e•16"O.G,—+ " __,•.- •'• BEDROOM a3 -X _ _ • s—2XIO'.o 16"O.C.—► - ¢ O T - 5 .. - J. 3/4"T/G PLY, ,. "w - .. ... .: li.i. e • '' NAILED 1 GLUED. - .. R30 INSUL. _ WIO STEEL BEAM - R� 2X12 RIDGE IX3 STRAPPING ' r �2X@RIDGE _ .. 2X12 RIDGE IX3 STRAPPING •. M/BEDROOM I/2".WALLBOAR ° Q " 12 WALLBOARD '" ,.to - - 5/8 F.G.WALLBOARD � �. :.M/K3ATH -.. .. -5/e'F.C.WALLBOARD vAeLTED 2X6'e o 16"O.C. Q ^ p , o- t [ U a - - GARAGE 2X4'e o I6"0.C, - +• R21 INSULATION 4, n i6e Ll 0, R13 INSULATION - V16"OSB SHEATHING g ?}ice •. _.-U, 3/4".T/G PLY, 'TYVEK WRAP OR EQUAL • iC ? - �W JS pORMER p 0 NAILED a GL SIDING z< �� • 4"GONG.SLAB �— ID e o 6"O.C.—+• _ ,.. - ef�.r C@ %6. o -mmy - - V'/ta W tJ9e 00_ - R301N8UL. -- - 0 3-2X10'e GIRDER3-In"CONC.CONC,FILLED__) - i; _ ! LOLLY COLUMN. BASEMENT { - G' X �2F� IA �—2Xt0'6 o 16"O.G.--► i .. .e - 4"CONC.SLAB " - ry+\0 �Q �! ._. _.. ... _,. GROSS SECTION (D) - •- '� �' �' � ii`� ROOF FRAMING PLAN BUILDER JOB A�pR�B DESIGN LATE REVISION DRAWN 8Y PAGE SCALE / BAYBERRY BUILDING LEXINGTON 2 oNJ1�H'd �0 1/V'�oC�®d -// 11-30-13 « JB •�oF� v4".ro" ✓� Ign`g COMPANY INC. TWO CAR GARAGE ei PNxDMASE ORAmwDe," PURCHASER ReaPOxemLe FOR CAMPL ANC6 WRN„� O]EXACT 5" aE6dORO SW ALL CONCRETE F001e10e 131 FOOTMGe 6 LL ex mm eELOW FRoeTLe E �.DSFTH. LOCAL OULLDalO CODLO AND ORDINANCES,-E DE6*W5] Y NOT BE ICED AFWON B%Z MUST DE DeTURMR by LOCAL eOU.CONDITIONS AND ACCZPTA E ru vSgN 6TRU ORAL MEMONTa FOR DeenH.eae �•a �•• (,SpBI 494-9934 Z� FOR SITE LONDIl10N6 OR FOR THE UK OF THESE ORAWSIGE pIRDW CONSiRUCTKXL PRACTKEe OF CONSTRUCitON.vERFY m"U]ifl LOCAL EHOMFBR. WITH LOGAt EN°MEER Alm eu4Dem OR'IGAIe. mr OAOL mour TfA.40w ----------•--• .............. ASPHALT ROOFING ASPHALT ROOFING • 19•ASPHALT PAP IV ASPHALT PAPER BIDING, _____________ I/2"SHEATHING 1/2"SHEATHING ASPHALT ROOFING............. • IV ASPHALT PAPER . • % ....._.__.-_. . 1/2"SHEATHING DRIP EDGE DRIP EDGE TYP.H2.BA TIER TYVEK OR EQUAL 2-U4"VENT 2-1/4"VENT 5"GUTTER 5"GUTTER In"SHEATHING 1-3/4"BED MLDG. -1-3/4"BED MLDG. DRIP EDGE OPEN DENTAL ......... 5"GUTTER _ NOTCH FRIEZE NOTCH FRIEZE TO REC.SIDING. TO REC.SIDING. IXS FACIA IXS FACIA IX SOFFIT IX SOFFIT - 814INGLE STARTER LEAD FLASHING - 2-1/4' VENT - 2-1/4"VENT BEE LAST PAGE IXS FACIA , COARSE r SEE LAST PAGE IX SOFFIT 2X6 P.T.SILL • TAPERED CAP NOTCH FRIEZE '�•� - v NOTCH FRIEZE 2-1/4".VENT TO RECEIVE SIDING. - �' A SILL SEALER -BOOS CROWN - •. TO JRFJ;F.IVE SIDING. - SEE LAST PAGE - ;'`NOTE "NOTE --'•% _ NOTCH FRIEZE •° OPTIONAL 2-'6 ROD ` FOR MORE TRIM% - FOR MORE TRIM': TO RECEIVE SIDING.' - $�.• : TOP.RING 2"CLEAR - s "NOTED " '""• - DETAILS BEE DETAILS BEE S/B"XI2"ANCHOR *- `•J.AST PAG AST PAG > BOLTS o 30"O.C. AV - EAV .._.-,'- -.......... FOR MORE TRIM• ' "1 EAYE DETAILS "Z EAYE DETAILS DETAILS SEE . . .° ••. REAR TRIM DETAILS FRONT TRIM DETAILS EAv "3 EAYE DETAILS - NIA SILL DETAILS SIDING - - - - - • .. - - " , •.2XIO RAFTERS o 16"O.C. RIDGE VENT - - 1/2'PLY,SHEATHING 2XI2 RIDGE '• - _ IV ASPHALT PAPER SIDING - ASPHALT SHINGLES HOUSE WRAP D ICE D WATER BEHIND NAILER 1/2"SHEATHING .• ALUM W/FLASHING TOP OF NAILER B' o BILGO NAILED BEHIND - IX DECKING - SHEATHING INTO STUDS. 2-2X8'e PT BEAM R38 INSUL. - • THROUGH BOLT TO EACH POS IX3 STRAPPING '�• ®WITH TWO 3/4"DIAM.BOLTS. - 1/2"WALLBOARD r'y TXB'e o I6"O.C. _ . 4 • •• •• •• t• IX TRIM BRD. - 1/2"WALLBOARD •• •BILCO,DOOR,•• •• •• •!•e y TYP.JOIST HANGERS POST ANCHOR - 2X6 e 6 16 O.C. M/BEDR M ` ° 2X0 PT NAILER BOLTED R21 INSULATION_ vAW.T11D - •Q ••!• 1/16"OBB SHEATHING LEAD FLASHING W-3/4"LAG BOLTS 24"O.G. , IX2 AZEK ••• •• •• •• ••••• •• 1 ° •.':•S '• TYVEK WRAP OR.EQUAL CUT u 15° -MEN SEA CAULKING: °•!• ••! • • SIDING 3/4"T/G P Y. - .5/4"TREX DECKING ro Oro •IL"° NAILED D UID. IXS BRD. ••° .•° ° ro — — •e 0•e �.!a °• °•`� • _ • •, •a. Oro• —. — •`PNENOSEALCAULKING e,!° o,! a 30 INSUL. 2Xt0'e o I6"O.G. °Oro! e • •• `, 1 e ro. Oro •, eA FOUNDATION' �e!••dy! tBp - F BASEMENT 'v, !°Oro •'e - ! - •' ' •`" y .•0•e. Oa .°0•e ✓. �4"CONC.SLAB • BILCO /HOUSE 'SIC: FOOT••!• •• -. _ ` WATER TABLE DETAILS INSTALLATION DETAILS / PORCH DETAILS CROSS SECTION (E), BUILDER JOB ADDRESS DESIGN, p/(Q f/ (�7 (//cam n n pp p/JL✓ 0 Q®�( J G� �:.�7 Q D—TE REVISION DRADAJ BY PAGE SCALE _ BAYBERRY BUILDING LEXINGTON 2 wL✓ o u[`JU� 0lU!/ 0 11-30-13 M JB COMPANY INC. TWO CAR GARAGE Trr•'•'•'r !I1 LOCALS 06 Do DFNDINO9 LEIAvee PURGNADep RCepONB0l8 FOR COMPLIANCQ WIN ALL Ol Dl(ACT 6*AND RL1D!"My LOCAL O"ALL N OTION TB PD ACCZ 14)ALL FOOTINGS LR LL LS"SNT ODLOW PROelLDU1 VDRIPT ODPIµ ��•1{�•%L O - - =01 INNS O AND ORDMANap A D[0 MAT NOT Dlt HOLD CUONBD9Lp eLDT 80 D8TERCO-DT TOCAL BOh COND N T AND ACDHPTen• !N ve.IL eTRYDiLRAL"1eN°NTB POR DEDY•N.6W I.a eOx�• (JCBJ 494-W34 Z -OR elte CONptt10ND OR POR t118 U68 OP TWieO OR<DMOe DURING CANDTRUGIIOµ Vfig011CEe OP CON9IAI1CiION.vER®v'DCeWN TN LOCAL DNpiK'6R. W1M LOON.DNGM6R AND DULLOe1G OWICU,LD. D�T3�RK9TdOLH/Yd,qyp . - •rIUALL LEN�TN.-2_.�"—-—•� FULL HEIGHT SHEATHING-IS'-a"I P ACTUAL SHEATHING•% a PLUG (Min.Required,%) I RATIO. L2,; I EDGE NAILING•_g=O.C. FIELD NAILING•_YL",O.C, !—jZL LENGTH+WE L------.—. I FULL HEIGHT SHEAATHING.J(i2 .ACTUAL SHEATHING-_=_% (Min,Requlrod_,t° _%) RATIO- 1"25 WALL LENGTH•-$Q:-p" EDGE NAILING• C. FULL HEIGHT SHEATHING.y4'.g_ :''.•:•'.'.' :`�''�'. •':'.'�•'.•:•`.•'.•. I `"O• I . ACTUAL SHEATHING•_% ;•' ..' FIELD NAILING•JZ_O.C. (MIn. SHEAR ,SHEAR; :':::'SHEAR..;'.:';'...; L.—.—.._. ... ® I equ I '•WALL '•'WALL :•'.:'WALL .::'. •'.;'; . s RATIO. .•,:.,: •..•,.•.,' ' EDGE NAILING.-Ai.O.C. FIELD NAILING•JZO.C, L.-----__ --•--J rrrri��-GONT NUO US 91/2 LV L• ... H �� :'•+RHEA..�.EAR •A R.'•` +::'8HE R".::•.:.��'.•��� •aiienw� .eiieaw• ''.'SHEAR''". A. ! G�''• ALL ': W�:1UALL ,71UALL LL ;A 8HE R, SHEAR..'. j� • —*EA:�.:+,:'., �bNE;LR �•5 ''.'$°.! ',�. °:. 'gip• WALL .iuxL ❑❑❑❑❑ ❑❑❑❑❑ •''9 -S . r1�-10'�.:'•'. LL ;:{UALL B� i ' i •� 1"'1 • 9 cl El 'r'"9 9 -0' n:'. Q 2 ❑❑❑❑❑ ❑❑❑❑❑ ❑❑ ❑❑ '' ❑❑ ❑❑ SHEAR WALL LEFT ELEVATION i. �•L ..� _ Pure uPLm en. .. _ EXTEND HEAD • PA OaveLe TOP L rB _ TO G STUD r•— — E A SHEAR WALL .WALL LENGTN.��" , ,WALL LENGTH.3g.�," - ' '•''' IV • I FULL HEIGHT SHEATHING.g p:I I FULL HEIGHT SHEATHING+I9Z I +Y •ACTUAL SHEATHING•.-,Q,-% .ACTUAL SHEATHING._t',_% FRONT ELEVATION (Min.Requlrod-43_%) _ I I .(Min.Roqulrod °�%) I - '"••' "`+. • RATIO. 1.25 RATIO. 111; Hamm" •yl'it oasAa wLa* r ' I:EDGE NAILING•�p,C, I I EDGE NAILING.,"O.C. B+wrr FIELD NAILING._1T_O,G. FIELD NAILING. =O.C. NAIL TOP PLATE ' - NAIL SGHEDUL :!'f :'•':`:' TO HEADER WITH 8d COMMON .{: :' TWO ROWS OF Wd ... , . ... ..... ..... .... ... .......... '•;'7' {' NAILS AT 9"O.G. �ig . AT 3"O.C. •.: " f '1 •-----• 2 5/8"ANCHOR BOLTS WITH �+ WALL LENGTH•: rWALL LENGTH•dB'-0° —-, rWALL LENGTH•• -, �M IFULL HEIGHT SHEATHING•JQ-l" 2A.L. 3"X3"PLATE WASHERS - • *+P.a.o+oR ettm Atm, I I FULL HEIGHT SHEATHING•.29:d2."I I FULL WEIGHT BHEATHING• !�o I _. a+ .+,%+ %• t sxaxv.'Pure m.amn.+,t+;% , a ACTUAL SHEATHING• % .�_ ACTUAL SHEATHING._53_Ja - 'a..e..'e.�'I. es.e.. .'e..�..�.. �_ ACTUAL BREATHING % (Mln,Requlred_¢9_%) I I (MIn,RequlrooL_bA_%) ( •,' ! • ••' • ' `RATIO.I_25 - RATIO.L2'_ RATIO. L25 y �.'e••.'e•.'a..'er�.•o.+.'e•.'e..'e•�'e:+.'o:+ EDGE NAILING--".C, I��EDGE NAILING._&LO.C. 1--i EDGE NAILING. - ' - FIELD NAILING.J2=0.G, - -1 1 O.G., �• '�.�• �.—.—. r.—.—.—.—e—.—...1 .'».'e:.'�:.'�•.'o:.'a..'o::'�:.'I::•I• • L-—-—.—.—-—.-—_J FIELD NAILING•J'LO C, FIELD NAILING.JZO.C. . f —- •l WALL LENGTH•.1�-Q L.—_—.—.—._--.J L_—_...-_—,—,—.—_J . .w'•. . WALL LENGTH•$Q FULL HEIGHT SHEATHING.Lq 'i • `• • w' • I I FULL HEIGHT 8HEATHING-5P 4 I I ACTUAL SHEATHING•.k4_% I e • . �o. �•�. �•�• '•�• ACTUAL SHEATHING. k %. . - . y,.•d•. .•0•0 .,0: ;0•a ..0 I Min.Requlrod�lZ%) RAM�m-R Ired,�_%) I 49'-0° .!• a'%t •.•:a�e,• •RATIO•J.ZL I : . STRAP ONLY ) � 0•0 . Om.�0•. . 0 EDGE NAILING•"O.Q EDGE NAILING d• O.C,FIELD NAILING•JLO.C. _ - '' FIELD NAILING--If-O.C. - �.—.—. —_—._; 'THESE OPENINGS COMtIBJWl+O GARAGE, L• P {� �a PLUS - ;IC'-8":::::7::SHEAR: 4'9'-2K°:�i.� ::'g•_pyu,;{,.: G� 8'-0, 'WALL - . _OPENING _ SHEAR,.-, +,SHEAR.:':,:: — _—_ 9 cUll HEIGHT 2xae {,WALL i ::WALL : :,;WALL .WALL LENGTH•$9°�" DETAILS BHEA SHEAR ' ';..; ':::;'...:..:::..'::.:;'. .': aTEACHsme ,•, ? :.':.•:.':•'.•'. •`.':: :.:.•:•':'•:'• IFULL WEIGHT BHEATWING•J6sI .r:r:.•:.•:..'• • WALL WALL :••;100% •ACTUAL BHEATHINU•_f(Z% �''.SHEAR:��'•�'.•:•��':•:�•''.:��''. (Min.R u % eq Irod ) Ii • �''IUALL `, •RATIO.J.2EL .2'-6•?•.•"�?•�.•.•.�.•: :.�:: .••r .•. .•.• IEDGE N ILING. .G I FI ELD NAILING O.0 12° ;I O O •�i .. . ..' :BNEA'SHEAR,' bH E R '?9N EAR•' i•' �S . A L ''JW A '.i co.0 •mR.ALL bww••`'•WA A W L LL '�'.� W LL �' WALL I i ntwue•. 'j,j ;:.'SHEAR•'•. .'-:SHEAR 5 EAR' :'.: :' H•.4 9HEA 8 EAR'.:.:.:. 93 `• •• S E R�.;.:.�:;•; R W L A:•i WALL i ••: WALL AL:•'�AUA L L • W L S H j SMEAR WALL REAR ELEVATION k 22-0 11j : 24_0" L SHEAR WALL RIGHT ELEVATION BUILDER JOB ADDRESS IGN p�//�� j // p M DATE REVISION DRAWN B7 PEE SCALE BAYBERRY BUILDING LEXINGTON 2 ( (uJ�oNJLJfnI�MEDESIM &COI/ � I1-30-13 N_ JB •12oF va^.ro^ ✓� AP&Blgn`g COMPANY INC. TWO CAR GARAGE _ W ru PBRc..ea O•P COM LEAveb PtinGN6eER ReaPo.vBLa PDR CAMPLIA.CE wr.au n:exAor etu A•ro run.aecminn or.su eD.cRtne rooTwoe ei ALL worBaa eP...ixTew emow woent.e vBnor Own+. i- laeu eveewe eooee aw ormwevicea JS DMIGM"Ay NOT 88 RM*aeaPa"SU w T BE oerennmeo 8r LMAL eoa Wa 11orre erm eccer AOe rW veixw.•anasnmaL et.erorae ro Peen..B+m P.O.°'O"J /riQ 494-3534 ZI P R NTe TA.Onnw 00 Pon nS M Or n Wll PaAmm O MM04="TR=nD. PR Tlm O.o TR=,.".v 1m Dma.un.LccAL B1+Gt.Evx. ton.Lo..,mu6n+re•AND B1m.oMG ac'+nLats. IpOr eaaNeraeu rcl at••I AWC GUIDE TO WOOD CONSTRUCTION IN NIGH WIND AREAS IIO MPH WIND ZONE 110 PIRN EXPOSUiRE �� n n �fD(1 n� O�'�7f.1\\\\�/(////I/SIL,l���MASSAGHUSETTS CHECKLIST FOR COMPLIANCE(DSO CMR 5301,2.I,Ij ®cNEGtc � //�// // U/////A\\\V////� �Ot/ V(�-�COMPLIANCE I.I SCOPE WIND SPEED(D•BEC.GUST)............................................................................110 MPH . WIND EXPOSURE CATEGORY................................................................................13 1.2 APPLICABILITY O - NUMBER OF STORIES(d ROOF WHICH EXCEEDS 0 IN O SLOPE SHALL BE CONSIDERED A STORY) •r•�.- p' erg - nr - 2..STORIES<2 BtORiEB �`/�0(y n v \ JOINT DESCRIPTION I"of NmBER of V►'R./1'� NuOB JOCOMMON NAIL SPACING . NAILS ROOF PITCH........................__,_....._....,..(FIG 21 .__,..._...........__. ......._.. <O,D .,,. -' SOX NALLD - MEAN ROOF WIDTH, W................................... ,_•...............................(FIG 2) .....................................�-Ft( 0' ROOF FRAMING BOLDING WIDTH,W...................................(FIG 9)..................................... p FT<BO'-..1L- tYP.FIELD NAIL SPACING BUI ................................. W LDING LENGTH,L................. ...............(PIG 3,....................................... FT<BO'�- \ ad COMMON a 6"O.G. a BLOCKING TO RAPTERS ROE-NAILED) ]^eel 2.1Dd EACH E/<D BUILDING ASPECT RATIO(LAW........................(FIG 4)..................................... I.25 <9,1��✓� i RIM BOARD TO RAFTER(END-NAILED) 2•Ied 3•I6d EACH END - - NOMINAL HEIGHT OF TALLEST OPENING................(FIG 4)...................................... <b'8",.JL- , TYP.1/16,WOOD eTRUCiuRd PAN WALL FRAMING 1.3 FRAMING CONNECTIONS TOP Pure AT INTERSECTIONS ra4ce NLaW� 4I6d eH6d AT JDINte _ GENERAL COMPLIANCE WITH FRAMING CONNECTIONS-. (TABLE 7).............................................. -,L - '•., ,\ .,� •• ° STUD TO STUD(FACE•NAILED) 7-16d 246d 74"O.G. ^ i 2.1 FOUNDATION �' FOUNDATION WALLS MEETING REQUIREMENTS OF 180 CMR 0404.1 ?� '•,•:�•,• ••1 ;i-;•�• FRAMING - • „ HEADER TO HEADER!PACE-NAILPDI 16tl 16tl b'O.C.ALONG EDG80 CONCRETE..............._.._......_.._...__._....._.. ............._............................. �� • �. ; . JOIST TO SILL,TOP PLATE OR GIRDER(TOE•NAILEV) A." 410d• PER JOIST ' CONCRETE MABONRY.................................................................................. ._JL P.EDGE NAIL O0 IN .. i'•i BLOCKING TO JOIST fTOS-NAILED/ 24)d 21I0d .EACH END ......... ••,i D ••�•• LEDGER e1RlP TO BEAM OR GIRDER(FACE-NALLED) 3-16d 4.16d EACH JOIST 1.2 ANCHORAGE TO FOUNDATION •, rea connoN•6"O.C., BLOCKING TO DILL OR TOP PLATE ROE-NALLED) 8•Ied 4-lea EACH BLOCK �� \ •.`. ':•. JOIST ON LEDGER TO BEAM(TOO-NAILED) BHId 9•btl PER JOIST B/S'ANCHOR ING-O"BUDDED OR... PROPRIETARY MECHANICAL ANCHORS 48 AN ALT....... IN CONCRETE ONLY ••'• ND JOIST TO JOIST(END-NAILED) 9.16d 4 I6a PER JOIST " _.If__4.-Jri..R<,�1C� `• RAFTER CONNECTIONS •• -'•' '• BA BOLT SPACINGlGFOM EN .JOIN....................(FABLE 4/............................... NON. •'•�TYP.N1.S TIES BAND JOIST TO SILL OR TOP PLATE ROF,"LWJ 746d 3.16d PER JOIST BOLT SPACING FROM END/JOINT OF PLATE.........(FIG B1..................................6-D It1<b'•U•�_ LOAOBEARING ., •• ROOF SHEATHING BOLT EMBEDMENT-COTGRETE............ (FIG B).................................... a- IN. 1'�� 4 STUD HEIGHT ^ BOLT EMBEDMENT•MASONRY......................(FIG 9)._........-......._...._........._._.�-IN.>19•-�� �. WOOD STRUCTURAL PANELS '` ." RAFTERS OR TRUSSES Bf+dCED UP TO li'O-C. PLATE WAGNER...._..............................(FIG B)......................................_.__.._........._.>9'x3'XIl4'-.JL _ UPLIFT `r, ed 10d 6'EDGE/6•FIELD • . - MAX.WALL • ..:'; LOADBEARiNG •,,.•• RAFTERS OR TRUSSES BPACW OVER 16.O.C: Otl IOd 4°EDGE/4'FIELD 3.1 FLOORS HEGHt 20' 87UD WEIGHT GABLE ENDUALL RAKE OR RAKE TRUSS ad lad 6•EDGE/6'FIELD FLOOR FRAMING MEMBER SPANS CHECKED.............(PER j..CMR 50.00)..................................... -,L - •. ••..• - WITH NO GABLE OYERHANO MAX MUM FLOOR OPENING DIMENSION.................(PIG 61......_...............................JQ.-FT<IY...2L� �.'•'..'•.. : MAX.WALL GABLE BNOWALL RAKE OR RAKE TRUSS Bd IOd 6'Wd¢/6'FIELD FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG 6)...._........................ _7L._ ;i i i NEIGHT 10' - 1WBTRUCTUR4 OUILOOKBFS MAXVAUI FLOOR JOIST SETBACKS GABLE 8NDW4LL RAKE OR RAKE?FLOSS DO IDa 4"EDGE/4'FIELD •• • •• • ••SUPPORTING LOADB (FIG V E4RIHG WALLS OR OHEARWALL.(F ...................................... -FT<a W/LOOKWT BLOCKS �yL I ,, MAXIMUM CANTILEVERED FLOOR JOIST - CEILING SHEATHING ' SUPPORTING LOADBEARING WALLS OR SHFARWALL.(FIG 8)......................................a-FT<d�/L GYPSUM WALLBOARD Sd COOLERS 1-90OR/10-PIELD FLOOR BRACING AT ENDWALLS.......................(FIG%)................................................ I ' WALL BREATHING - •i FLOOR BREATHING TYPE......_. (PER 100 CMR bB.00)... - �� •• FLOOR SHEATHING THICKNESS.._ ..............fPER 180 CMR 55.00)...........................A/A IN: • •,• ,•'•'•, TURAL PANELS I .. -,L • FLOOR BREATHING FASTENING........................(TABLE 2)�$�71 NAILS AT_jR_M EDGFI_12-IN FIELD�,7L� r . -i STUDS WOOD S ACED UP TO 24"O.C. Sd tod 6"EDGE/U'FIELD ' 4.1 WALLS • VY AND 2D/37-FIBERBOARD PANELS ed A'EDGE/6•FIELD WALL HEIGHT _ U7'GYPSUM WALLB04RD Ed COOLERS 1'EDGE/W FIELD ' .LOdDBEARING WAILS.............................(PIG 10 AND TABLE 0)................... ....A_FT(10' FLOOR 614EATWING NON-LOADBEARING WALLS........................(PIG 10 AND TABLE B)....................... A FT<20, LATERAL i'•• '•i •i•.•� WOOD STRUCTURAL PANELS - WALL STUD SPACING.................................(FIG 10 AND TABLE 9)............._......*-IN<24"O.C..,L� •..' ' - • .• • 1'OR LPbD - •Sd 104 6-EOGE/W FIELD WALL STORY OPF8HT8 . .. .... JINN....(PIG 1(0)..............:.._JINN.............1]_FT<d�� - ' .•,•:�.�••'••r GREATER THAN 1' 1Dd ISO i'EDGE/e'FIELD WALL STUDS HORIZONTAL DOUBLE 4,2 EXTERIOR LOOA D IM6 W�ALLLwnus......................:..fT SLEb......._.......__......__..22XX$�-A.FT�w� SHEAR •�' •' PATTERN Ledco n��oG. GENERAL NAILING SCHEDULE GABLE END WALL BRACING' �I _ PULL HEIGHT ENDWALL STUDS..................:...(FIG 10)............. ..JINN .,L � � TY P.1/16"WOOD STRUCTURAL �. WISP ATTIC FLOOR LENGTH IF WS-NOT USED) (FIG 11)IU....................................-R-FT>W/9�L ,••,• •: •�•�,. VERTICAL PANEL SHEATHING . GYPSUM CEILING LENGTH(IF - �I - WSP NOT UBEDL........(FIG IU.......................__..__......�"FT>0.9W •• • •,i ••, _. AND 2X4 CONTINUOUS LATERAL BRACE•6 FT.O.G.(PIG 11)................... OR IX3 GELLING FURRING STRIPS•16°SPACING MIN.WITH 2X4 BLOCKING•4 FT.SPACING IN END............ ••• •'� TYP VERTICAL EDGE MAIL .i -'•i:•i SPACING f0d COMMON „/ DOUBLE TOP PLATH� JOISTOR TRUSS DAYS.................................................................................. �� p • •..' .••" DOUBLE TOP PLATE � D.C.) - , • •. SPLICE LENGTH...._____________________________(FIG D AND?ABLE 6)...........................-,B FT • - ` SPLICE CONNECTION(NO.OF I6dCOMMON NAILS) RABLE N....... TYP,FIELD NAIL SPACING " LOADBER WALL CONNECTIONS . • :.•.•. Sol COMMON•_O.G. - - � LATERAL (NO.OF 160 COMMON NAILO)......._....(TABLE 1)..................._._..._._............... 2� �2f •• f• •• •• •• ` NON-LOADBEARING WALL CONNECTIONS i ••i - '? LATERAL(NO.OF ISO COMMON NAILS)............(TABLE 0)....................................... 2 DOUBLE HEADER .�L ..',•.- LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) HEADER SPANS.................................(TA LE 9).............................. �,.lN.<II'�� _ •' •'•' ,. BILL PLATE SPANS...................._..........RABLE 9)............•................�T-AJN.<il' PULL ' FULL HEIGHT OTUD8 MO.OF STUDS)...............RABLE 9)........................._.._...._..._. -.•�[� _ ro NON-LOAD BEARING WALL OPENIlk36(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE ) •a •••" • 1 •a•!° °.! - 7 • •.!• STUD HEADER SPANS....................._...____._..(TABLE 9)..............................S-FT�2,JN.<D'_.2L_ b .'dn .�4'• •• ,r. 0•••.40ro - -. t a SILL PLATE BPAND..............................RABLE 9)..............................@,PT-p,1H.<7�L - .0 a •• A : GHLE JACK STUD _ FULL HEIGHT STUDS(NO.OF STUDS)............... 9).....__. .................... 3 _AL e,!•. e,•s 4 w • i• e••• l REQUIREMENTS AT EACH END OF HEADER ' HI EXTERIOR WALL 8HE4THING TO RE818i UPLIFT AND SHEAR 81MULTANEOU9L7'• • ~ •'• 'HINInUM ♦ AV d'• t.40r d• DER S A HEAD NUMBER OF WINDOW SILL PLATE MINIMUM BUILDING DIMENSION,!W 1 " 's •: • : •i• . . e o :' • (FT.)P SIZE U AFT L AL N. NOMINAL HEIGHT OF TALLEST OPENING]^......_.... (2�-<6B _a e e• v • w. -W _ SHEATHING TYPE................................MOTE 4)..........................................JL2_ _1/ • 24"O.C.MAX. •'o • •' 24 O.O.MAX. STUDS • H N FULL EIGHT E IF LESS). ..... " D'O STUD SPACING,ro dro v Da STUD SPACING '- - ' EDGE NAIL SPACING.............................(TABLE b OR NOTE 4IF LEGS,.....__..._........�-IN.�L _ - ♦ .. .. ]' ]-]X4 S' 18 21'I 13] - ......... FIELD,SHEARNAIL SPACING.............................RABLE 10) ................_.._....__........•-1N,_1L i,!� a,!� �,!a i•!`.e,! e,•4 • i,! •! •,• .. +f►!• a • 9' 2-2X4 2 416 198 CONNECTIO PERCENT FULL-WEIGHT SHEATHING.................(TABLE 10).................................... i< �L dro ro Ty'. 0•• dro •%• Waxman BUILDING DriMp1810N,(�Ld COMMON NAILS) (TABLE Iw...............'_._..................._ L BEE PAGE 6 OF 1 - ~. d•°�.d�R.py'••'�••••o • 4•! S' ]-2X4 3 693 330 0%ADDITIONAL SHEATHING FOR WALL WITH OPENING)6'8-(DESIGN CONCEPTS)............... • e. . Oro. •. . AV. 6' .2-2X6 3 831 396 i.. ............ ........ . .............:.......... NOMINAL NEIGHT OF TALLEST OPENING.........................................................(i9"<6'8'-�L _ •'_• ( �' SHEATHING TYPE................................MOTE 4)..........................................JL2_ _a - 1' 2-2X8 3 910 462 . . .. EDGE NAIL SPACING.............................(TABLE II OR NOTE 4 IF LESS)...................._IN.�� 'MAXIMUM WA 0' ]-2X12 3 1108 S28 • . dro.'Oro ?dro.'d••.'d•.,AV .,A. '•d•e FIELDAI i N L SPACING.........................__..(TABLE IU 'STU WEIGHT STUD SPACING .. •. •.. .. •• .. •. ••.. ., .__._..............:..................._IN._>L WALL'STUD , UD SP C G , • . . . . . . . ..,, SHE CONNECTION(NO.OF 16d COMMON NAILS) (TABLE 11)......................................._ �L SEE PAGE 6 OF 9' 3-2XI0 3 1 41 894 - .,!• .5.9•%!• i,!i..%!• e,! q!•°�•!r� • ;!° hi PERCENT FULL-1<EIGNT SHEATHING ?ARCH II!...............:.......................�R RAFTER CONNECTION AND WALL SHEATHING to' 3.2xt] 4 1,38s 66o ro. oro 0T, o.. oT, J�- '� oro, dro ' •�• • •�• •� • TYP.ANCHOR BOLTS AND BT•ADDITKNAL SHEATHING FOR WALL WITH OPENING>6'B°(DESIGN CONCEPTS/.................. �_ • • a,! e,! e,! 3•X3°XI/4'pLATfi WABH61i,! i,!•...•••• I II' 4-2XIO 4 1524 126 i,•' .,. WALL CLADDING ro d%.44. ,' .40ro.4AV. A%. oro.'da AV.•AV.RATED FOR WIND SPEED?..............................I................................................. _7[_ A. 5.1 ROOFS TABLE S. WALL OPENINGS - HEADERS • :' :;.• a {ECKED,(FOR RAFTERS USE A IN LOADBEARING WALLS T •°0..4oT .'0. .4oro. o L , AV. oT .'db!. 64.4ero ROOF FRAMING MEMBER SPANS CHU,C SPAN TOOL.BEE BBRS WE001TE) ROOF OVERHANG..........................._.......(FIGURE 19)...............]_=FT<SMALLER OF 2'OR L/9�TL 1 - . TRUSS OR RAFTER CONNECTIONS AT LOADSEARING WALLS NOTES, .. .40••.4OY .4oro .'Oro .4oa .'Oro .'Oro .'dro .40ro.46 PROPRIETARY CONNECTORS 1. THIS CHEKLIBT BNALL BE MET IN ITS ENTIRETY,EXCLUDING THE SPECIFIC EXCEPTION NOTED IN 2,TO COMPLY WITH THE :' • :' ♦ :' • ••' • •: • '•' ♦ :' • ': • ': • 1 UPLIFT........................................(TABLE IL.....................................U.30jPLF�L REQUIREMENTS OF 180 CMR 9801.2.LI ITEM 1.IF THE CHECKLIST IB MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS . LATERAL..................................... ..........._.... ......... ..S.J](yPLF,�(� AND HOLD DOWNS ARE NOT REQUIRED PER THE WFCM HO MPH WOE, SHEAR.......................................RABLE IL _JINN.._...._.. ..S•�,PLF�1L A,STEEL STRAPS PER FIGURE 9 ^ . RIDGE STRAP CONNECTK,NB,P COLLAR TIES NOT USED PER(TABLE 131........... ................T•.223PLF_1L, ••'LOFT'•••• B,20 GAGE STRAPS R FIGURE FIGURE II GABLE RAKE OUtLOOKER............................(FIGURE 20)...............�1(Z PT<SMALLER OF 2'OR L/7_.2L C,UPLIFT STRAPS PER FIGURE 10 TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS D,ALL STRAPS PER FIGURE M PROPRIETARY CONNECTORS E,CORNER STUD HOLD DOWNS PER FIGURE UM AND FIGURE Wb - UPLIFT........................................(TABLE 14)................ ........_...........L6AU LB._IL 2. EXCEPTION,OPENING HEIGHT OF UP TO B FT.SMALL BE PERMITTED WHEN B%L4 ADDED TO THE MMCENT FULL4EJGHT SHEATHNG STUDS AND HEADERS LATERAL(NO.OF I6d COMMON NAILS)..........RABLE 14).....................................L•Jg@LB.I_ REQUIREMENTS BHOuiN IN TABLES 10 AND 11, ROOF SHEATHING TYPE..............................(PER 100 CMR WOO AND FA.00)...................... _�_ 8. THE BOTTOM 0 S PLANE IN EXTERIOR WALLS SNdLL BE A MINIMUM 2'N.NOMINAL THICKNESS PRESSURE TFEFATW•74RADE. ROOF SHEATHING THIGKNE90..............................•..,,,,,,,,,,,,,,,,,,,,,,,,•,,,,,-La-IN.2 v,6 W9P�2L 4 A.FROH TABLE 10 AND it AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO.DETERMINE PERCENT FULL-HEIGHT AROUND WALL OPENINGS ROOF SHEATHING FASTENING..........................(TABLE 2)............................................. I_ SHEATHING AND NAIL SPACING REQUIREMENTO. Ut3 ILDER JOB ADDRESS - DESIGN 0� - g DATE REVISION DRAWN BY P SCALE - BAYBERRY BUILDING LEXINGTON 2 C oe/J�Jb�®0 1/� //V`�ol�®0-d I1-30-13 AGE JB a�OF_l 1141•1,-0, ✓� 1��s�gns COMPANY INC. TWO CAR GARAGE W 1N PURCNA06 OP-.CO.-INGe LEAVES PWRC-.JS.---IDLE FOR(AMPLU 11-WT•,ALL O1 m(ACT SITE AND REM•ORCAMENt OP ALL GONCpBTE RJOTM09 191 ALL FOOTINGS SHALL E%Tp:D PJFOR FROOTLME VERR61'DPY/H OIFOR 0. CO M I OO 4ND Wil 100 01 A DEAWNS 1LY NOT 0E 40Wl RESPoW'^•a TBlST TI IU,E MPD DY LOCAL BOLL CONDRLONB Lem LCGEF,T4DLE !•/vt.L eALU II,4.1L ELEMENTS FOR OE01erN.elffi P.O.Sear AT7 l30BJ 4JQ" �y2 FOR OITB C011DITIDNB OR FOR iNE USE OP ll�ep pLgy4)J68 DURRID LONOTi01GTKM, pRAGTYS'6 OP GONp1pyGT10N.VERIFY DESIGN WpH LOC4L®X MEAR. W.LOCAL•HSMBQ<1 AND 6UM1DING ORPICIAL6. WT LLWATiTilp)p Iµ L?YOI 1 NOT ALL SYMBOLS ASSESSOR'S MAP 273 PARCEL-122-7 • LEGEND ARE UTILIZED. ZONING SUMMARY O SEWER MANHOLE ZONING DISTRICT: RC-1 FIRE HYDRANT I� MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 125'. ' WATER GATE VALVE - MIN. LOT WIDTH - O CATCH BASIN }} MIN. FRONT SETBACK 30' I MIN. SIDE SETBACK 15' [55] _ PROPOSED CONTOUR '. S�. MIN. REAR SETBACK 15' r slcN 1 :. ZONING DISTRICT: PI - AHD _ L®t `TH, �18.6,3' � � � MIN. LOT SIZE 10,000 S.F. TEST HOLE 3 MIN.' LOT FRONTAGE 50' (20' CUL DE SAC) Area=10,318E S . 1Ft. MIN. LOT WIDTH 65' O CLEANOUT N MIN. FRONT SETBACK 15' Or � , �' 0.24E res \ MIN. •SIDE SETBACK 10 \6 6�XISTING CONTOUR MIN. REAR SETBACK 20' 66.5E PROPOSED SPOT GRADE SITE IS LOCATED WITHIN THE GROUNDWATER GARAGE PROTECTION OVERLAY DISTRICT APPROX. TREE LINE 35•80 hu FLOOD ZONE: X +50.12 ' EXIST. SPOT GRADE lz (FEMA FIRM PANEL#25001 CO566J). .7/16/2014 STUB INV. ® .Na PROPOSED LEACHING PIT PROPOSED 61.6 E_ REFERENCE: 6 X14 EFF. DIA. PITS $ DWELLING TOF = 70.5 �� PB 610 PG 93 w SEWER LINEco— S S O � r. h �� DECK i Wims J . W W WATER LINE W Op -- G G— GAS LINE �� W. c 27.6� .PREPARED FOR: /� — E E U.G. ELECTRIC - r N WI BA YBUILDING STYE POST LIGHT ANTIQUE6 N , 116•141. LOCATION : LOT 4 #43SET'TLERS LANE Lu SCALE 1" = 20' DATE 11-6-2017 u SHEET 1 OF 2 1,1111 �(N gs ,v.'tH oFniAs OF sq BENCHMARK:j �,� sq� cyo WATER SHUTOFF �to� DANIEL yG� fax sos asa s eo q DANIELA'. <n�� = 68.0' �}' A. o. OJALA w OJALA Cn . IVILA65 "' q No:40980„ ( e i7 inc. down cap en gin , � No.46502 ' � C ,� �. P 9 9 O� ._ ��+sT �' ` �� Ess� OQ, CIVIL ENGINEERS »— . F'GIS �ECG ��suftv� LAND SURVEYORS Scals:1 - 20 939 main Street — YARMOUTHPORT, MASS. l 0 10 20 30 40 50 FEET DANIEL A. OJALA P.L.S. P. DATE JOB 00-018 _00-018 DEFIN & S c.EWER 40A + 40B.DWG