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BP-47590SECTION 8-INSPECTOR'S REVIEWICOMMENTS 1. Date plan reviewed: 2. DENIED (see project review worksheet): Date: 3. HOLD Reason: Date: 4. HOLD subject to Zoning Board of Appeals action: Date: Comments: Inspectors Signature: 9 Date: 1h �Z-7 S CTION -APPLICANT NOTIFICATION Applicant informed of above: pate: Time: Clerk: Comments: SECTION 10 - OFFICEIINSPECTOR'S NOTES 910,00 Less Application Fee: $25.00 Remaining Balance: Total Permit Fee: $ Other $ Amount $ TOTAL FEE: Gross Area - New Construction total sq. ft. o & Gross Area - Alteration total sq. ft. Permit Issued to: re r 1v Al o rl� ------ -z--,SECTION 11 - ADDITIONAL COMMENTS/SKETCHES 0 . 0 0 9060 fc) yz M kTJ El SPECIAL PERMIT (Per 780 CMR 111.13) S25.00 APPL1UXV1WN VEIE IN INOfN 11E-1'UNDVHLE &- 2NIVN-'VIUVINSFEIRABLL 11 1 1 1 SECTION - SITE INFORMATION /1.1 PropertyAddres, I5I I I 1 AV r Nearest Cross Street: J 1.2 Assessors Map & Lot Number: Map ZZ Lot Subdivision Name: 1.3 Historical District 0 Yes 0 No Total Land Area Sq. Feet: Has application been submitted to the Historic Commission? 0 Yes 0 No Date: 1.4 Wat upply (MGL c40 s54): �V`S 1.5 Sewage Disposal Syste =zposal V'Municipal 0 Private Well 0 Municipal System ❑ CONSTRUCTION PLANS El SITE PLAN 1:1 ENERGY REPORT RESIDENTIAL SECTION 2 -PROPERTY OWNERSHIP/AUTHORIZED AGENT .1 wner Record: 44C C' ! S lJ�� L/— ' / /YI/Stf9vwr oir��✓<�( 5�`Z-3ra8`I Name (print) Contact Address SoOTl ! Phone Number Kq 62-7 2.2 Authorized Agent: Name (print) Contact Address Phone Number SECTION 3 -'CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Construction Supervisor: License Number: Address: Expiration Date: Signature: Telephoner 3.2 Registered Home Improvement Contractor. Not Applicable ❑ Are you a Home Improvement Contractor subject to (780 CMR-6)? ❑ Yes ❑ No If No, go to the next section! Are you claming exemption from the requirements? ❑ Yes ❑ No If Yes, submit the required affidavit! Company Name: Registration Number (if none, state "none"): Address: Signature: Telephone: Expiration Date: 3.3 For Residential Remodel Work Only PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND: QUESTIONS OR COMPLAINTS call or write: Nome Improvement Contractors Registration, One Ashburton Place - Room 1301, Boston, MA 02108, 617-727-8598 ❑ 1 am a Homeowner performing all the work myself. ��C Owners Nam nnt): Signature: S: - B signing the ab e, the homeowner acknowledges that there will be no eligibility to the Guaranty Fund Date: ` ( 7 r loP7 3.4 Homeowner Exemption - One & Two Family Only FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 109.1.1 Licensing of Construction supervisors: Except for those structures governed by Construction Control in Section 116.0, effective July 1, 1982, no individual shall be engaged in directly supervising persons engaged in construction, reconstruction, alteration, repair, removal or demolition involving the structural elements cf buildings or structures, unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entitled Rules and Regulations for Licensing Construction Supervisors: Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section; provides that if a Homeowner engages a person(s) for hire to do such work, that such Homeowner shall act as supervisor. For the purposes of this section only, a "Homeowner' is defined as follows: 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. If you are apply! u er hi section si n below: Signature: O Your signature tarn s certain responsibilities, including but not necessarily limited to, general liability NOTICE TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any licensed Construction Supervisor, whether or not they have taken the permit are responsible for code compliance. (see Appendix of 780 CMR R5 2 15) .;. -SECTION 4 --WORKER'S COMPENSATION INSURANCE AFFIDAVIT :(MGL c152 § 25) Worker's Compensation Insurance Affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: ❑ Yes ❑ No SECTION 5-iDESCRIPTION OF PROPOSED WORK (Check all applicable) •k ❑ Pool ❑ Repairs ❑ Alteration ❑ Chimney/Fireplace ❑ Woodstove/Pellet Stove - • New Construction' ❑ Accessory Bldg. oofing/Siding. er (Energy report required) (Shed/Garage) (Specify below) ❑ Addition tg Replacement window/door ❑ Demolition (Energy report required) No. of windows &) Doors2 (Specify below) "If new construction, please complete the following: Single Family: No. of Bedrooms No. of Baths Two Family: No of Bedrooms Unit 1 No. of Baths Unit 1 No of Bedrooms Unit 2 No. of Baths Unit 2 ❑ Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify): - ❑ Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other ❑ Air conditioning - (separate unit) ❑ None of the above to be provided - ❑ Hot Water: Gas Electric Fuel Oil Other Descriptiop of propose work: rOr J SE ION 6 -ESTIMATED CONSTRUCTION COT Item Estimated Cost ($) to be completed by permit applicant 1. Building 2. Electrical 3. Plumbing 4. Mechanical (HVAC) 5. Total =(1+2+3+4) " SECTION 7A - OWNER AUTHORIZATION ` (to be completed when owner's agent or contractor applies for building permit) (Please Print) I, 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. Signature of Owner Date SECTION 7B - OWNERIAUTHORIZED AGENT DECLARATION rL as Owne /Authorized Agent hereby declare that the statements and information on th foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the painsins and penalties of perjury. ZoF7 Signature of Owner/Authorized Agent D to CL/ENT FRENETTE & DUKESS FILE 274015BM _ DEED BK. PG. 1906/1073 PLAN BK.IPG. 60/64 CENSUS TRACT 6533.02 ASSESSOR PLAN/PLOT 11/27 TYPE OFBLDG. 1 STORY OWNER JOHN H. WETMORE ET. AL.p TRUSTEES APPL/CANT RICHARD S. HENDEY III THIS PLAN IS A TWO SIDED DOCUMENT — SEE REVERSE SIDE FOR NOTES a N/F SALTERS POINT IMPROVEMENT ASSOCIATION 135.00' PLOT 27 r r C)CD CD\ gyp' ¢ L !cD PARCEL A — a�,%c7„0 PARCEL B DECKit',:g�,'ws♦?ti DECK FL GOP U? 135.00' Mishaum Point Road NOTE: THIS PLOT PLAN WAS NOT MADE FROM AN INSTRUMENT SURVEY. THESE CERTIFICATIONS ARE U40E TO THE ABOVE NAMED CLIENT AND ARE FOR MORTGAGE PURPOSES ONLY. UNDER NO CIRCUMSTANCES ARE THE DISTANCES SHOWN TO BE USED TO ESTABLISH PROPERTY LINES OR FOR CONSTRUCTION PURPOSES THIS PLAN IS NOT TO BE USED FOR RECORDING OR DEED DESCR/PT/ONS AND APPLIES ONLY TO CONDITIONS EXISTI IMy ,S OF THEDATE SHOWN HEREON. RE VIEW —SEE NOTE , `' . �� � = �"'� L' ' "��: MORTGAGE PLOT PLAN OF LAND IN DARTMOUTH, MA. SCALE. I=30JANUARY 16 2007 HAYWARD-BOYNTON B WILLIA1hIIS, INC. SURVEYORS CIVIL ENGINEERS 60 COURT ST. TAUNTON, MA ZONING LOCATIONS F D LOC4rlONS 8 LOT DESCR/PT/ON BLDG. LOCATIONS O GENERAL NOTES THESE PLANS ARE FOR THE CONSTRUCTION OF ONE BUILDING ONLY AND ARE NOT TO BE COPIED IN ANY FORM WITHOUT 1 HE WRITTEN PERMISSION OF THE DESIGNER. ALTHOUGH A LOT OF CARE HAS GONE INTO THE PREPARATION OF THE DRAWINGS TO ENSURE THAT THEY ARE ERROR FREE, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK THE DRAWINGS FOR ERRORS AND OMISSIONS AND TO ADAPT THEM TO ANY SITE CONDITIONS, WRITTEN DIMENSIONS ALWAYS HAVE PRECEDENCE OVER SCALED DIMENSIONS. BUILDING CODE & LIABILITIES "THE DESIGNER SHALL AGREE TO USE REASONABLE CARE TO COMPLY WITH ANY AND ALL FEDERAL, STATE OR LOCAL LAWS, ORDINANCES, RULES, REGULATIONS AND ORDER WHICH ARE APPLICABLE TO THE WORK DONE UNDER THESE DOCUMENTS." ALL CONSTRUCTION IS TO FOLLOW ALL LOCAL AND STATE BUILDING CODE. ORDINANCES AND REGULATIONS SHALL BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THIS BUILDING AND TAKE PREFERENCE OVER ANYTHING SHOWN, DESCRIBED OR IMPLIED. THE DESIGNER SHALL NOT BE LIABLE FOR INCIDENTAL, SPECIAL, CONSEQUENTIAL, OR INDIRECT DAMAGES OF ANY KIND, INCLUDING, BUT NOT LIMITED TO, LOSS OF ANTICIPATED PROFITS, BUSINESS OPPORTUIIITY, OR OTHER ECONOMIC LOSS ARISING OUT OF THE USE OF SERVICES OR ANY CONSTRUCTION PLANS RECEIVED FROM THE DESIGNER EVEN IF THE DESIGNER HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGE. IT IS THE OWNER/ BUILDERS RESPONSIBILITY TO ENSURE THE ACCURACY, COMPLIANCE WITH APPLICABLE STATUTE OR REGULATION, AND FITNESS OF PURPOSE OF ANY PLANS OR CDIJETRUCTION INFORMATION RECEIVED FROM THE DESIGNER PRIOR TO USE THEREOF. IN THE EVENT ANY LIABILITY IS IMPOSED ON THE DESIGNER, THE DESIGNERS LIABILITY TO THE OWNER/ BUILDEP OR ANY THIRD PARTY SHALL NOT EXCEED THE PRICE PAID FOR THE DESIGNERS SERVICES OUTLINED WITHIN THE CONTRACT. CONSTRUCTION PERMITS A BUILDING PERMIT IS REQUIRED BY SECTION 110.0 OF THE MASSACHUSETTS STATE BUILDING CODE (780 CMR). ANYONE SEEKING TO CONSTRUCT, ALTER, REPAIR, OR DEMOLISH A STRUCTURE MUST FIRST OBTAIN A BUILDING PERMIT. THE BUILDING PERMIT MUST BE OBTAINED BEFORE THE START OF ANY WORKAND PROMINENTLY POSTED AT THE JOBSITE. SIGN PERMITSAND DEMOLITION PERMITSARE CATEGORIES OF BUILDING PERMITS WHICH ARE REQUIRED BY THE BUILDING CODE. ORDINARY REPAIRS, AS DEFINED IN THE BUILDING CODE, DO NOT REQUIRE A BUILDING PERMIT. ZONING REGULATIONS CONTACT THE BUILDING DEPARTMENT STAFF TO ENSURE THAT THE PROPOSED PROJECT COMPLIES WITH THE PROVISIONS OF THE ZONING ORDINANCE. THE OWNER OR THE OWNER'S REPRESENTATIVE MAY BE REQUIRED TO SECURE SPECIAL PERMITS FROM THE ZONING BOARD OF APPEALS OR PLANNING BOARD, OR VARIANCES. BIDDING EACH CONTRACTOR SHALL VISIT THE JOB SITE, BASE ESTIMATE ON PRESENT CONDITIONS, AND SHALL BE REQUIRED TO COMPLETE ALL WORK SHOWN, IMPLIED OR REQUIRED TO COMPLETE WORK. EACH CONTRACTOR SHALL VERIFY ALL REQUIRED DIMENSIONS AND CONDITIONS PERTAINING TO THEIR RESPECTIVE WORKAT THE SITE, PRIOR TO AND DURING CONSTRUCTION,AND BE RESPONSIBLE FOR SAME LOCUS MAP HENDEY RESIDENCE ADDITION & ALTERATIONS DESIGNER er r E r . 34 SLOCUM FARM DRIVE DARTMOUTH MA 02747 5 0 8 9 6 2 0 9 7 7 OESIG N.SUI L0000MCAST.NET BUILDER: rur"ti o p ,fie � 8 fi�e•e` 'CiejrCTPiCJ'u'��r PROJECT NAME: �yA 1+Ofj; of b" � , HENDEY 1"h^IrJ �r j' ust sn 1, P. PROJECT #: Qgt DUH17 Q ^�+ pl (?� Vitto 321077 ,7 ru Q OWNER: RICHARb S. HENDEY III LOCATION: 11 MISHAUM POINT ROAD SOUTH DARTMOUTH, MA I I� I DATE: APRIL, 2007 --- --- REVISIONS: DRAWING INDEX: COVER Al .... PROPOSED DECK PLAN A2.... DECK FRAMING PLAN A3....BUILDING SECTION Al WEST E1EVATION D1....DETAILS D2.... DETAILS 2 S1.... FRAMING DETAILS COVER F'US�-U DESIGNER: a w� 4 � 34SLOCUM FARM DRNE DARTMOUTH MA 02747 5 0 8 9 6 2 0 9 7 7 DESIG N. SUILDOOOMCAST. NET BUILDER: PROJECT NAME: HENDEY PROJECT #: 321077 OWNER: RICHARD S. HENDEY 11► LOCATION: 11 MISHAUM POINT ROAD SOUTH DARTMOUTH, MA DATE: APRIL, 2007 REVISIONS: DRAWING INDEX: A1.... PROPOSED DECK PLAN A2.... DECK FRAMING PLAN A3.... BUILDING SECTION A.1 WEST ELEVATION D1.... DETAILS 1 D2.... DETAILS 2 S1.... FRAMING DETAILS 3E'—O" DESIGNER: EXISTING STRUCTURE r� r 1 O'-2�' (Y" 7'l� O8n� 6 — I� I —12'-0 I ALIGN STAIRCASE W/ EXISTING ENTRY CENTER LINE I GONG. SLAB ON GRADE L 05t 13'-1 tl' FRAME HEADER FOR TRAP DOOR BELOW EXISTING 8ASEMENf ACCESS PANEL BELOW EXISTING STRUCTURE EXISTING DECK EXISTING DECK FRAMING TO BE ADAPTED TO NEW DECK 34 SLOCUM FARM DRIVE DARTMOUTH MA 02747 6 0 8 9 6 2 0 9 7 7 DESIGN, BUI LDOCOMCAST. NET BUILDER: PROJECT NAME: HENDEY PROJECT #: 321077 OWNER: RICHARD S. HENDEY III LOCATION: 11 MISHAUM POINT ROAD SOUTH DARTMOUTH, MA DATE: APRIL, 2007 REVISIONS: DRAWING INDEX: Al ....PROPOSED DECK PLAN A2.... DECK FRAMING PLAN A3.... BUILDING SECTION Al WEST ELEVATION D1.... DETAILS 1 D2.... DETAILS 2 S1.... FRAMING DETAILS 6-1 36'—O" ZAA RIDGE VENT MATCH EXISTING ROOF PITCH 2X6 RAFTERS @ 12" O.C. TP. REFER TO (DETAIL 0.2) MATCH ROOFING TO EXISTNG TP. SISTER NEW RAFTERS W/EXISTING STRUCTURAL MEMBERS R-30 FIBERGLASS BATT. INSULATION TYR EXISTING FOUNDATION NOT VERIFIED BUILDING SECTION A.1 WEST ELEVATION SCALE: 1/4" = P-D" DESIGNER: qq. 730 C?1R: STATE BOARD OF BUILDING REGLLATIONS AND STdNrDARDS F ONE AND TR'CI F 1\LILY Dt\'ELLISG� -ROOF-CEILING CO\STRi.`CTIO\ F TABLE 360MAg r I ALLOWABLE. SPANS FOR LOP OR HIGH SLOPE RAFTERS In Lb, pe+ Sq Er LFe Lon4 I 2X6 RAFTERS @ 12" O.C. TYP. REFER Tor t e In Snon Lond 2nne i K To(DETAIL D.2) PEEK? fRITEPIA•S"a-t—ioR, 11, 119.i ll.a4}lu P-,px'.';1 aLn W*i dzurn.e file, stm-. DZE icn— -> 1 X4 SHADOW BOARD TYP. e -,.i. La 1. 1 Lmurx4' i N ii tme 4n+>z4l tA' i s P T.R '1_. I i " a P.\F7FRS Sp i.e2>•unmed nla!etlrzl.+z. rrl pnitcv nnl,O .Aa ne v.'/nnl as a}yl / tr'eL '.xutt.11'jc tlon � y ATTACH RAFTER TO BEAM WI \ I HO\\TOI"SE TABLES Enkl tnl!e vall, V1.1 c. rfltn."per 4TLY n+ea: sn x.Dtterm�+ mmisl w'.ns ilns-,;Imrvu a_ + !° -,` 61MPSON H2TO TES. W1 2-12"LVL REFER TO ATTACHED ffa:IZ II r*t 1.tA.no-:Irtln'•f 2LaltnR'iN+s 6s ut i.l ez: n�Y�. of ltcl!h rro l>z lr. ;L ENGINEERING (DETAIL D 3) RaFIER SIZE 34 SLOCUM FARM DRIVE BEADED PANEL OR EQUAL I ASI+WaCL�G ALLOR'ABLE EXTRE\[E FIBER SLRESS L�BESDI]C' 'FD.' Ip!0 SOLID BLocwNGTYP. son m+l 1'"1" 1190 I=IN 1'0° DARTMOUTH MA 02747 Onrnol onolxsl ann ion eoo eaa ° 1��_� 1. a L.4 Boxes BEAM Wl 1X TRIM(GRADE TO I t; •-. - 1 >` ,49 O.J 1 e V n.1l 10: 5 D 8 9 8 Z D 9 7 7 BE SELECTED BY OWNER) HB&G TUSCAN CAP a I • ={ � +' � { ID. 11.1 DESIGNSUILOCOOMCAST.NET rtM I I I {J ]sr au COF O.0 VI' 0:i 0... I BUILDER: TABLE 360F3.3.1d - a,urtnued DESIGN ['ALL'ES FOR MSIENS(Dy LL'11BEA - I"ISi'AL GR.�UISG DESIG]\'\LR \IGDIT.Ci GAiDL�G 1g Bi SDI�(•`Fd" GL ELAiT1C171' RUES 4X4 POST NOT NECISARY IF SPEC. �G ATIQ Lwr4ny� C I A4E?CL' COL. USED IsPI(7ESASD GRiDEI sISE I DLR\TIGF 9 Lna�6nx _D I I \ © Se tnamores I 1 .p< .6?.` land ] HR&G 6" POLY TAPERED COL. TYP. I No ' f„n 1 o Gol (STRUCTURAL) l O Ro$ q•o 1.-.Gry PROJECT NAME: I I I I HENDEY I II I ' PROJECT #: I i i i DETAIL D. 2 321077 I II I HB&G NSCAN BASE OWNER: RICHARD S. HENDEY III DECi4PIG TO BE SELECTED BY OWNER I LOCATION: ' souDBLocKINGTYP.coNPNuosTo 11 MISHAUM POINT ROAD ------- 4— FOOTING SOUTH DARTMOUTH, MA 4X4 P T. POST TYP. 10" CIA X 46' FOOTING TYP. DATE: �._..� REVISIONS: DRAWING INDEX: Al ....PROPOSED DECK PLAN A2....DECK FRAMING PLAN A3.... BUILDING SECTION A.1 WEST ELEVATION D1.... DETAILS 1 D2.... DETAILS 2 S1.... FRAMING DETAILS D 1 -"W, Double 14314" x 11-7I8" VERSA-LAM0 2.0 3100 SP Roof Header►RB01 DESIGNER: EC CALCO 9 3 Design Report • US 1 span I No cantilevers 10.r12 slope Tuesday, April 24. 2007 02 08 Build 051 16-00-00 OCS w File Name: eC CALL Frojeat Job Name. 11 MISHAUM POINT ROAD Desch on: Pt' RB01 Address: 11 MISHAUM PO'.NT ROAD Specifier. € tarty, State. Zip SOUTH OARTMOUIH, lMA O'2M8 Designer. DAVID M. SILVEIRA Customer: Company, SILVEIRA DESIGN.BUILD Code reports IESR-1040 Plisr: .- to L 34 SLOCUM FARM DRIVE Sp DL 17M hs at DL 1253 Iba DARTMOUTH MA 02747 SL 24001bS SL 2400 ibs 5 0 B 9 6 2 0 9 7 7 DESIGN. BUILD@C0MCA5T NET Total or HorLWA811 11 "11 Sperrs = 10 OD-00 "Mad SSummary Live Dead Snow Anne! Roof Live Tag Desero on Loed Type Ref. start End 100% "s, 111% 133% IZ5% OCS BUILDER: 1 Standard toad Unf. Area (psfy Left 00-OMO 10-r 04M 15 30 16-00-00 �artro[s8ummary Value %Allowsbte Duration LeadCsm __ spenLocetion Disclosure Pos.Momeni 91A6ft-lbs 37.4% `r15% 3 1-lntemai Compmeressand acceeaciorinput must End Shear 2681 ibs 31.756 1159E 3 1 - Left be ve^dari by e'7'one WM r'culd rely on Total Load Defl. L 712 (0.169") 25.3% 3 1 output as a icleir" of sultah ity for padtaiar Live Load Def'.. L/1085 (0.111") 22,1 ok 3 1 applkanoa Output here based an building Max Defl. 0.169" 33,7% 3 1 code -accepted dewgn p aperties and enaiysisedwoospoductsenofBOin S an1De Depth 10.1 nra 1 P P engineered wood products must be in PROJECT NAME: accordance with current InsWation Guide HENDEY Notes; Rind applicable building codas. To obtain Design meets Cede minimum (Lli60) TOW load detloctlDn criteria. Installation Guide ar ask questions, please Design meets Code minimum (L1240) Live load defleetion criteria. ae9 (600)232d78S before lnstapat»n. PROJECT #: ov-?gn meets arb Crary (C 5") Maximum load dapection criteria. BC CALL$ SC FRAhtE113, AJS"', 321077 Minimum hearing length for BD is 1-11L'. ALLJOISTa , PC RIM BOARDTM, SCM, Minimum bearing length for B1 Is 1-M". 1301SE GWLAM'u. SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s) - Clear Span + 112 min. end bearing + SYS T EM€7. VERSA -LARD, VERSA -RIM OWNER: 112 intermediate bearing PLUM, VERSA -RIND, VERSA STRArv(kM, VERSA-STUDSere RICHARD S. HENDEY III Member Slope - 0, Consider drainage. trademarks of Boise Wood Producta, L.I., C. Connection Diagram LOCATION: ---- 11 MISHAUM POINT ROAD L� b — d ~. I r� SOUTH DARTMOUTH, MA c DATE: APRIL, 2007 —• 1 •7:A,,c't REVISIONS: a minimum = 2" c= 7-71S" J b minimum = 2-1r7d = ti' W'fM'rhasnosideleads, DRAWING INDEX: Connectors are: 12 in. SMRMg red Through Rant A1.... PROPOSED DECK PLAN A2.... DECK FRAMING PLAN DETAIL Q.3 A3 ...BUILDING SECTION A.1 WEST ELEVATION D1 .... DETAILS 1 D2.... DETAILS 2 S1.... FRAMING DETAILS D em aWE 2X10 @ 16" O.C. KEY /'T. = i I I I r L L JL JL JIL JIL mm 2X8 @ 16" O.C. Al J X N i - I , J ' 1 J r 1 1 I I J L J _ 3-2X10 TYP. 2X10 @ 16" O.C. DESIGNER: 34SLOCUM FARM DRIVE DARTMOUTH MA 02747 5 0 9 9 9 2 0 9 7 7 DESI G N.SUILD®CGMCAST. NET BUILDER: PROJECT NAME: HENDEY PROJECT #: 321077 OWNER: RICHARD S. HENDEY III LOCATION: 71 MISHAUM POINT ROAD SOUTH DARTMOUTH, MA DATE: APRIL, 2007 REVISIONS: DRAWING INDEX: A1.... PROPOSED DECK PLAN A2.... DECK FRAMING PLAN A3.... BUILDING SECTION Al WEST ELEVATION D1.... DETAILS 1 D2.... DETAILS 2 S1.... FRAMING DETAILS RM#1 FRAMIN SCALE: 114" = HOME PLANS CONSTRUCTION MANAGEMENT COST ESTIMATING ADDITIONS & RENOVATIONS David M. Silveira Architect 34 Slocum Farm Drive Dartmouth, MA 02747 508.962.0977 DESIGN. BUILD@COMCAST. N ET R06.21 rM. bin astaial AaI be fir ar Theer4aefVki aeufail Nvcwap e¢dantotexa. gnemium .up ,asd evcwbftee,,a. thefit 4qdm fi nexceed 24 bh. (610 mm) fix chef tend a' ward. 1AWI,2 B.. Afntr4c h-Aick(102 mm)base m¢ar wns;Vi-7 of dmn graded smd, gravel, axshed atone a, cnmt•.ed test-f mace slag py LV. M'D4mh (51 mmI1%'C Damn. b. pboxi an, lint prgw d subsade.1u. the Veb O kl:b ONKIC, ffiIlb.ii 4'ap"r Rcfader. Asir m9 (nA95ittck: With pmfpoiyI"ad otx leas than six alma w+d: jcc:d ]gmcd oa leas thm dz inctrs (I52mm> sbal be placed IxMeec Its monew 1r.%r slob aid die low C9 v z ee the flret'amt aubgmlk whnelx±tsgecpvx asixis E'3Mpti6x:T1Y vOfMle3SdaluleYbeQaL1{id: 2. i'rca�gaeeges,odlirylvil3u[7xgry,aml dher tmbeded waauay'sucNlts. GENERAL CONCRETE NOTES (780 CMR) )IImT RAIs EC=I)COMPR iSnT B+am®�nea, mevwar4ae 1 � 3m, X5%3,4 taut >kaaaw_ sane kae a Ad to ace+-amaam:e.,e.w�ms>°.eo.emaw�c .rrm.�aaor.«.r;s+. a.(rwcx+sa ex.w N .wYaXnffi. WdG PWbB.tl t�a•w. Hvl N ....� w xwm tafaa Wnc stay rwa .a mrmGew son.. ze.Fe+ma v+m mm son a wavWw Y';^Psfwrp+amrmnc. Hawan ,apnj..a� a4pn ymp.wraaw.wr. IATC EX;S? GROOF P!!a1 2Xa tV.FTERs 017 O.C. rrR. cEFEa TG PTAJL a 21 IVATO ROO QTOExJSTNGT MMR NEW RAFEPS VW EXISTNG 5TRUCTlOiALK mE s ALL NEW RAFTER B TO m 2Xa g 1T O c. TW. RSO FIBERGLASS BATi INSULAIIDN T1P, TPICA:. WP11. CONSTRl1CmdJ 2Xi TUGS W 1B• O.C. F_ }cnx sNEA.TImJG TYVEK VAPOR BMRER R-13 Fd3FAf1tASS INSUI ATOFJ WFinE CE;YW SNNGLES EXISTING FINS R- O, 0 NEW flNLM FlOOq -�' GARAGE S� e 12 6=r" @3e CG.T ' 2xaanrrens w 1e O.O.T . TYNCAL WALL C STRUC 2xa SJUOS, 1e O.G. 1w. } mx Sr+EATt1NG T KVAFORBARRaA Wr11TE GECAA SHMGLE9 TYNCAL B CLNV,4T{i`JCnpN 4'GONG.1N WW.F, nNER O R4COAIPALTEnIMM TWIGLFOU OATION COFETRI.ICR'JN —as AFw MERE $10UNDC OMG IE WALL 1yRICAt. ROOK CANBTRUCnMJ G{iCUFJD SLOFE6 AWAY a 2X70 PT FLOOR.IOIS!(d 16"OG. M. I X8W1701O Ay }TaG AGVANiEG SUB-0.00H I ,. WI?X4'kEWJAV FFLOORbEE SBVOWNER R-1e IB[AGLA53 NSUI.A.TfIXJ NOTES: 1. Exbrrorfoolirgs shall extend to below the Ones! One unless runetwlae protected against IrM noaw. in na case shall sxtsriar footings be less than 12 Inches below grade. 2. Fooling wktths (M shaa bs based m the Wad -bearing vale of the wO In sevardande with Table 35t4.1A w shen be designed a ae meheIce With accepted anglneedng pJaetks. 3. Spread "antis stall be a minimum o1 six inches thick, and "1-9 PMOCtWns (C2 afan lea a minkn utl low Inches and Stan not exceed the 1009ng thlC+mess. 4. FOOMW "S be supported on wdM"ed natural wO m englneasd flO. S. The eq pate wflaw ayaam shall be encbovad toate foundarlon welt$S-Indndlemsterbohnplaced six feet on canter and not rode than 12 Inches from corners. Botts shall extend a maimun of 15 Inches Ito maswuy as aght kit Ina mttcrots. Sin plates sh®a be protected sgamst decoy where required by 780 CMR 36t3.22. See also 780 CMR 3604.10 S. Per and oalumn footing Wiles shall be based on tins irautery bad and efewable ton pressure In accordance with Tebb 3605.2.3.3b. 077 AMENDMENT TO BUILDING SECTION A.2 ORIGINAL PLANS DATED: Pi1ASEl-APRIL2007 GENERAL NOTES THESE PLANS ARE FOR THE CONSTRUCTION OF ONE BUILDING ONLY AND ARE NOT TO BE COPIED IN ANY FORM WITHOUT THE WRI TEN PERMISSION OF THE DESIGNER. ALTHOUGH A LOT OF CARE HAS GONE INTO THE PREPARATION OF THE DRAWINGS TO ENSURE THAT THEY ARE ERROR FREE, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK THE DRAWINGS FOR ERRORS AND OMISSIONS AND TO ADAPT THEM TO ANY SITE CONDITIONS, WRITTEN DIMENSIONS ALWAYS HAVE PRECEDENCE OVER SCALED DIMENSIONS. BUILDING CODE & LIABILITIES "THE DESIGNER SHALL AGREE TO USE REASONABLE CARE TO COMPLY WITH ANY AND ALL FEDERAL, STATE OR LOCAL LAWS, ORDIi IANCES, RULES, REGULATIONS AND ORDER WHICH ARE APPLICABLE TO THE WORK DONE UNDER THESE DOCUMENTS." ALL CONSTRUCTION IS TO FOLLOW ALL LOCAL AND STATE BUILDING CODE. ORDINANCES AND REGULATIONS SHALL BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THIS BUILDING AND TAKE PREFERENCE OVER ANYTHING SHOWN, DESCRIBED OR IMPLIED. THE DESIGNER SHALL NOT BE LIABLE FOR INCIDENTAL, SPECIAL, CONSEQUENTIAL, OR INDIRECT DAMAGES OF ANY KIND, INCLUDING, BUT NOT LIMITED TO, LOSS OF ANTICIPATED PROFITS, BUSINESS OPPORTUNITY, OR OTHER ECONOMIC LOSS ARISING OUT OF THE USE OF SERVICES OR ANY CONSTRUCTION PLANS RECEIVED FROM THE DESIGNER EVEN IF THE DESIGNER HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGE. IT IS THE OWNER/ BUILDERS RESPONSIBILITY TO ENSURE THE ACCURACY, COMPLIANCE WITH APPLICABLE STATUTE OR REGULATION, AND FITNESS OF PURPOSE OF ANY PLANS OR CONSTRUCTION INFORMATION RECEIVED FROM THE DESIGNER PRIOR TO USE THEREOF. IN THE EVENT ANY LIABILITY IS IMPOSED ON THE DESIGNER, THE DESIGNERS LIABILITY TO THE OWNER/ BUILDER OR ANY THIRD PARTY SHALL NOT EXCEED THE PRICE PAID FOR THE DESIGNERS SERVICES OUTLINED WITHIN THE CONTRACT. CONSTRUCTION PERMITS A BUILDING PERMIT IS REQUIRED BY SECTION 110.0 OF THE MASSACHUSETTS STATE BUILDING CODE (780 CMR). ANYONE SEEKING TO CONSTRUCT, ALTER, REPAIR, OR DEMOLISH A STRUCTURE MUST FIRST OBTAIN A BUILDING PERMIT. THE BUILDING PERMIT MUST BE OBTAINED BEFORE THE START OF ANY WORK AND PROMINENTLY POSTED AT THE JOBSITE. SIGN PERMITS AND DEMOLITION PERMITS ARE CATEGORIES OF BUILDING PERMITS WHICH ARE REQUIRED BY THE BUILDING CODE. ORDINARY REPAIRS, AS DEFINED IN THE BUILDING CODE, DO NOT REQUIRE A BUILDING PERMIT. ZONING REGULATIONS CONTACT THE BUILDING DEPARTMENT STAFF TO ENSURE THAT THE PROPOSED PROJECT COMPLIES WITH THE PROVISIONS OF THE ZONING ORDINANCE. THE OWNER OR THE OWNER'S REPRESENTATIVE MAY BE REQUIRED TO SECURE SPECIAL PERMITS FROM THE ZONING BOARD OF APPEALS OR PLANNING BOARD, OR VARIANCES. EACH CONTRACTOR SHALL VISIT THE JOB SITE, BASE ESTIMATE ON PRESENT CONDITIONS, AND SHALL BE REQUIRED TO COMPLETE ALL WORK SHOWN, IMPLIED OR F CONTRACTOR SHALL VERIFY ALL REQUIRED QIMENSIONS AND CONDITIONS PERTAINING TO THEIR RESPECTIVE ORKAT THE SITE, PRIOR TO AND DURING CONSTRU SAME. 69 LOCUS MAP HEINL)EY RESIDENCE ADDITION & ALTERATIONS ,I 6r SOWN OF DARTMOUTH rµ RECORD PLA A Copy v' This indorsed Dian PAust Be Kept On Site During Construction Date L2.!:e, % i2a. DESIGNER: 34 SLOCUM FARM DRIVE DARTMOUTH MA 02747 5 0 8 8 6 2 0 9 7 7 DESIGN. BUILD(MCOMCAST.NET BUILDER: \_ C PROJECT NAME: HENDEY PROJECT #: 321077 OWNER: RICHARO S. HENDEY III LOCATION: 11 MISHAUM POINT ROAD SOUTH DARTMOUTH, MA DATE: APRIL, 2007 REVISIONS: 6.8.07 PHASE II RENOVATION DRAWING INDEX: -------=__, COVER DESIGNER: e a p i I t 34 SLOCUM FARM DRNE DARTMOUTH MA 02747 6 0 8 9 6 2 0 9 7 7 DESIGN. BUI LDOCOMCAST. NET BUILDER: PROJECT NAME: HENDEY PROJECT #: 321077 OWNER: RICHARD S. HENDEY III LOCATION: 11 MISHAUM POINT ROAD SOUTH DARTMOUTH, MA DATE: APRIL, 2007 REVISIONS: 6.8.07 PHASE 11 RENOVATION DRAWING INDEX: DESIGNER: EXISTING STRUCTURE 0'-22° 7'-1 Oa° —°f7'-I OB"--1`---- 8'_ON I 12'-04" I ALIGN STAIRCASE W/ — -+- EXISTINGENTRYCENTERLINE I CONC, SLAB ON GRADE L RAMING PLAN —1 s'-109., ro I 7 1 04 34SLOCUM FARM DRIVE DARTMOUTH MA 02747 _ FRAME HEADER F FOR TRAP EXISTING BASEMENT 5 0 8 9 6 2 0 9 7 7 DOOR I ACCESS PANEL BELOW DESIGN. BUILD@COMCAST.NET BELOW EXISTING STRUCTURE BUILDER: PROJECT NAME: HENDEY PROJECT #: 321077 OWNER: RICHARD S. HENDEY III LOCATION: 11 MISHAUM POINT ROAD SOUTH DARTMOUTH, MA DATE: r5Iv b APRIL, 2007 'i REVISIONS: 6.8.07 PHASE 11 RENOVATION EXISTING DECK EXISTING DECK FRAMING TO BE ADAPTED TO NEW DECK DRAWING INDEX: RIDGE VENT MATCH EXISTING ROOF PITCH 2X6 RAFTERS @ 12" O.C. TYP. REFER TO (DETAIL D.2) MATCH ROOFING TO EXISTING TYP. SISTER NEW RAFTERS Wi EXISTING STRUCTURAL MEMBERS R-30 FIBERGLASS BATT. INSULATION TYP. EXISTING FOUNDATION NOT VERIFIED BUILDING SECTION A.1 WEST ELEVATION SCALE: 1/4" = 1'-C" A3 RIDGE VENT MATCH EXISTING ROOF PITCH 2X6 RAFTERS 2 12" O.C. TYR. REFER TO (DETAIL D.2) MATCH ROOFING TO EXbT1NG TYP. SISTER NEW RAFTERS W/ EXISTING STRUCTURAL MEMBERS ALL NEW RAFTER S TO BE 2X6 @ 12" O C. TYR. R-30 FIBERGLASS BATT. INSULATION TYR TYPICAL WALL CONSTRUCTION 2X4 STUDS @ 16' O.C. TYP. jCDX SHEATHING TYVEK VAPOR BARRIER R-13 FIBERGLASS INSULATION WHITE CEDAR SHINGLES EXISTING FINISH FLOOR NFW FINISH FLOOR GARAGE SLAB -�— — — — 12 5'_F— r REFER TO DETAIL 0.4 12 —i3 TYPICAL WALL CONSTRUCTION 2X4 STUDS C4. 16' O C. TYP. ,1" COX SHEATHING TYVEK VAPOR BARRIER WHITE CEDAR SHINGLES TYPICAL FLOOR CONSTRUCTION 2X10 PT FLOOR JOIST @ 16' O.C. TYP. j' T&G ADVANTEC SUB -FLOOR FLOOR SELECTED By OWNER R-19 FIBERGLASS INSULATION BUILDING SECTION A.2 WEST ELEVATION SCALE: 1 /4" = 1'-0" , 36'O.C. TIP. - E i ROOF CONCEPT SKETCHES NOT TO SCALE DESIGNER: ATTACH RAFTER TO BEAM Wl SIMPSON H25A TIES. TYP. BEADED PANEL OR EQUAL BOX IN BEAM NJ' 1 X TRIM (GRADE TO BE SELECTED BY OWNER) DECKING TO BE SELECTED BY OWNER D ETAI RCAI.Fr1PJ"=1 2X5 RAFTERS @ 12" O.C. TYP. REFER TO PEfAIL D.2) 1X4 SHADOW BOARD TYP. 2-12LVL REFER TO ATTACHED ENGINEERING (DETAIL D 3) SOLID BLOCKING TYP. HS&G TUSCAN CAP 4X4 POST NOT NECISARY IF SPEC. ' COL, USED .`-- HS&G S' POLY TAPERED COL. TYP. I STRUCTURALI I i HB&G TUSCAN BASE I 1 SOLID BLOCMNG TYP. CONHNUOS TO FOOTING 1 4X4 P.T. POST TYP. F—— 10- DIA X 4B" FOOTING TYPt� Lam. -o('NIR', STATEBO.kRDi>FBLILDi\(REGI'LATIONS.a-D$ia-ND:\RDS ONEANDT�l'OF4AfILYPCELLTSGS ROOF-CEILF,f CONSTRLiCIIOti TARLE 3G04+.49 ALL0IC ABLE SPANS FOR LOW OR IIIGII SLOPE RAFTERS 30 Lbs. Pet kI. Fa. Live LOnd For Est III Shoe Lend Z Ie2 DESIGN(RITERIA! StrcneN—ION pn'so f.1:nA!1odpIl'. 0Ha:. pa;1.f;3Mtrmiues ntx was tlewlen Far 3D Il pe :1. I'vel 1 L'tirci III ;pll m itldld-,ideitN I RAFTFRI dn, rfe menua 1,L,n. thebn aI,,03e01,-,!"I'dL.dsre µil lr;lee x{pl:_d I q lur:nvval pfoeaion HOW TO SE TABLES Ener Mble with SPNI t Ir f xigTm t:mce in er ^s tote .DO!!nm:e ae ill{a-^Ja 1Lr;u:n.nfu T•, ed, a- r:1 ❑. r - Id l odu u• of el -tnent I rizi, :n-;: m e: f hf_1 e1' t be II'M TABLE 360F.2, dd-eo➢tillued nE 5[f,N �•AI.C"ES FtUR Dnt£NStON LC]ffiER - tTSE _AL GRADING Df SiGN C{Lli )IODTLI-5 GRA➢CN, FORH.{L 7\'BESDI?G•'FA" Of FL.{iT](H]' R1TES SPLCIES.AID(,RADII SIZE I ➢[RATION' SnosrL.,,b.,�GES11' v 1 ]'a : r W£ 13< ;Sat' ahmt< �.e x1l :a RAFIER.:IZL AND SPACL�G ALLOR'.AHLE E]TRE\TE FffiER 4TRE89IS BENUL�G. "FL." IP9) QncLe:7 (lerhea7 HBO JDO .'00 WO :uU 9M; Pn'1 100p 11M 1300 tang ' I];i Qtl O.Y O9J 03l GJ9 11{; nJ9 DhE Ogo IbE O,E' 11-e nFO I: -A P=1 L'J 10: �51 D1< P21 bn 0.?5 GJ? O.En LE0.10 J.4 cO c5 GE "d -.c '-1! -J 9-I ;.ipF. v`1[ OAS DETAIL D.2 `s e 345LOCUM FARM DRIVE DAR7MOU7H MA 02747 5 0 B 9 6 2 0 9 7 7 DESIO N.BUI LDCOpIpCRST.NEf BUILDER: PROJECT NAME: HENDEY PROJECT #: 321077 OWNER: RIGHARD S. HENDEY 111 LOCATION: 11 NlISHAUM POINT ROAD SOUTH DARTMOU7H1 MA DATE: APRIL, 2007 REVISIONS: 0.8.07 PHASE H RENOVATION DRAWING INDEX: r 7a M3,Double 1-3/4" x 91-7/€'" VERSA -LAW,, 2.0 3100 SP Roof HeaderlRROi EG CALCO 9 3 Design Report - US 1 %pan I No Dantil Avers 10112 slope TUeSday, A0124. 2,307 02 08 Build 057 lc, 03-0.0 DCS File Name: 8G CALC Protect Job Name: 11 MISHAUM POINT ROAD ❑escnption: RR01 Address' 11 MISHAUM PDkNT ROAD Specifier: City, State. Zip SOUTH DARTIdOUiH, MAWi48 Designer: DA1.n0 M. SILVEIRA Customef: Company, SILVEIRA DESIGNAIJILD Code reports: FSR-1040 Nl:Gc: So DL.1259Ihs SL 2400 lbs B1 DL 1 XiS Ibs SL 2470 fbs - Tdlai of HortLor.t>d Oeclgn Smarts = 1UfFl0p Load Surnmary Uve Dead Snow YJlnd Roof Line Tao Oes-Moon Load Type Ref. Start End 0e% 00% 03% 133% W% OCS 1 Standard Load Unf. Area (fasf) Left 00-00-00 10-00-0,0 15 33 16-00-00 Yontrols Summary yrtlus 7a ATlnwabla D urafion LwAGaae span Lxarkrn Pos. Moment 9146 ft-lbs 37.49A 115% ^3 - 1 - Internal, End 5trear 2881 Ih5 31 7% 115% 3 1 - Lett Total Load Defl, 1_1712 (D 169") 25.3% 3 1 Live Load Def'.. LJ10851D.111") 22.1% 3 1 Max Defl. 0.16911 33,7% 3 1 Span I Depth 10.1 1 1 0eslgn meets Code minimum (t!?80) Total load deflection orde,ia. Design meets Cede minimum (L240) Live load deflection criteria. Design meets artr,trary (0-5") Maximum load deflection crim ia. Mlnimurn tearing length for Bois 1-tr2". Mlnimum bearing length for Bi is 1.1r2. Enterecil7isplayed Horizontal Span Length(s) = Clear Span + 12 min. end Hearing + 1P2 intermediate bearing Member Slope - 0, censldor drainage. Connection Diaanrem a.-{ b -, I,�. d a i r e t o e II �, A• a mhie urn' 2" c = 7-7,'8" b minftrurn = 2-1t7d = V. Me Is" has no %ldc loads. Conrectors are: 112 in. Staggered Through RA DETAIL D.3 Disclosure Canpletoress and acowacy or Irsput must be v -deo by ariyorra w" wn4Ad rely on Wput as evidence of sulfahAity for paftWar apptkanen. Olrtput here based on Mdkling code -excepted deivgn propettes and analysis rnmhods. It1s:08110n of BOIS E engineered wood produi.'1s mi,St be in amordancewtn eurrerx Installffilon Culde and applicable buiktm codes. To Woln Vma4 icon GL61e or oak questions, p:eaee call (600)232-0788 before insiallaboe. BC CALCTT, BC FRAMER:;. AJS?4 ALLJOIt'r t , RC RIM BOARD-, 661b. BOISE GLULAMT°, SIMPLE FRAMING SYSTEM6. VERSA -LAMA, VERSA -RIM PLUS-. VERSA-RIM1�, VERSA-STRANC D, VEP.SA-STUD-ere trademarks of Boise Wood Products. L.LC. DESIGNER: Iv 34SLOCUM FARM DRIVE DARTMOUTH MA 02747 5 0 8 9 6 2 0 9 7 7 DESIGN. BULD@00MCAST NET BUILDER: PROJECT NAME HENDEY PROJECT #: 321077 OWNER: RICHARD S. HENDEY III LOCATION: 11 MISHAUM POINT ROAD SOUTH DARTMOUTH, MA DATE: APRIL, 2007 REVISIONS: 6.8.07 PHASE II RENOVATION DRAWING INDEX DESIGNER: ATTACH 2-2X10 PT RIM BEAM W/ SIMPSON BC4 CAP ATTACH 4X4 PT POST W/ SIMPSON AB44 BASE SIMPSON AB44 AIL D. Lateral SIMPSON BC4 ATTACH 2X10 PT FLOOR JOIST TO RIM BEAM WITH SIMPSON LUS210 JOIST HANGER TYP. 12" DIA SONO TUBE 48" BELOW GRADE. SIMPSON LUS210 34 SLOCUM FARM DRIVE DARTMOUTH MA 02747 6 0 B 9 6 2 0 9 7 7 DESIGUSUILD@COMCAST.NET BUILDER: PROJECT NAME: HENDEY PROJECT #: 321077 OWNER: RICHARD S. HENDEY 111 LOCATION: 11 PMISHAUM POINT ROAD SOUTH DARTMOUTH, MA DATE: APRIL, 2007 REVISIONS: 6.8.07 PHASE 11 RENOVATION DRAWING INDEX: Dv E3Hej =1-0 2X10 @ 16" O.C. 1 2X8 @ 16"0.0. �— I I� ! vL' J X _ 6 l J J 1 I J J 1 I � 0 X m I I J %j J '1 L JIL AL JL JL AL JL JL AL JL JL J_ JL JL JL 34SLOCUM FARM DRIVE DARTMOUTH MA 02747 5 0 8 9 6 2 0 9 7 7 DESIGN. BUILD(MCOMCAST.NET BUILDER J PROJECT NAME 3-2X10 TYP. HENDEY PROJECT #: 321077 OWNER: RICHARD S. HENDEY III LOCATION: 11 MISHAUM POINT ROAD SOUTH DARTMOUTH,MA DATE: APRIL, 2007 REVISIONS: -- 2X10 @ 16' O.C. 6.5.07 PHASE 11 RENOVATION DRAWING INDEX: Ink DESIGNER: a 34 SLOCUM FARM DRIVE DARTMOUTH MA 02747 5 0 B 9 6 2 0 9 7 7 DESIGN.BUILD000MCAS i.NET BUILDER: PROJECT NAME: HENDEY PROJECT #: 321077 OWNER: RICHARD S. HENDEY III LOCATION: 11 MISHAUM POINT ROAD SOUTH DARTMOUTH, MA DATE: APRIL, 2007 REVISIONS: 6.8.07 PHASE II RENOVATION DRAWING INDEX: FRAMING REPAIR PLAN SCALE: 1,14" = 1'-O"