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BP-59747`1. Date plan reviewed: APR 3 0 2010 2. DENIED (see project review worksheet): Date: 3. HOLD Reason: 1/, -A Date: A" " 202010 4. HOLD subject to Zoning Board of Appeals action: Dater Comments: Inspector's Signature: Date: APR 3 0 2010 Applicant informed of above: Date: Time: Clerk: Comments: Total Permit Fee: $ Less Application Fee: $25.00 Remaining Balance: $ Other $ Amount $ TOTAL FEE: Gross Area - New Construction total sq. ft. �a RXrs�"' Area -Alteration total sq. ft. Permit Issued to: U67 %.` Pfopt 30 C4 fQ133"?�• � � ` l � 33 _ E LI CANSTRIICTIAN PI ANR PCITF PI AN M FNFRGV RFDART cage 4 Page 1 RESIDENTIAL 25�0 1496 a . Jib 2.1 Owner Record: AA Lye wDA /A -T7 6y45#wbfDu DC z003-7-19oZ- Name (print) Contact Address Phone Number 2.2 Authorized Agent: :4*5 n67mNt,5 -1' .&zr- p 0' 40X ,04*slylu.r 9t pZ9dl Via/ (03,� �32� Name (print) Contact Address Phone Number 3.1 Licensed Construction Supervisor/Specialty License: G License Number. 22 Company Name/Contractor Name: >< . &C — ,5 �U Address: 'A.Q. AwS Ad*q!WJ1,k 'el . 02 f Expiration Date: f Signature: Telephone: W- 932IF 3.2 Registered Home Improvement Contractor. Not Applicable Are you a Home Improvement Contractor subject to (780 CMR.110.R6)? ❑ Yes ❑ No Are you claming, exemption from the requirements? ❑ Yes ❑ No If Yes, Go to Section 3.3 Company Name/Contractor 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: Home Improvement Contractors Registration, One Ashburton Place - Room 1301, Boston, MA 02108, 617-727-8598 0 1 am a Homeowner performing all the work myself. Owner;: Name (print): Signature: By signing the above, the homeowner acknowledges that there will be no eligibility to the Guaranty Fund Date: 3.4 Homeowner Exemption - One & Two Family Only FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 5108.3.5 Licensing of Construction Supervisors: Except for those structures governed by Construction Control in Section 116.0, effective July 1, 1982, no individua shall be engaged in directly supervising persons engaged in construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of building. 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 Constructioi 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 Homeowne 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 whic 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 the one home in a two-year period shall not be considered a Homeowner If you are applying under this section sign below: Signature: Your signature carries certain responsibilities, including but not necessarily limited to, general liability g Worker's Compensation Insurance Affidavit must be completed and submitted with this application. Failure to�rovide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: LalYes ❑ No Lei Deck ❑ Pool ❑ Repairs ❑ Alteration MI-"himney/Fireplace ❑ Woodstove/Pellet Stove ❑ New Construction* [a"ACcessory Bldg. move [iYRoofing/Siding ❑ Other (Energy report required) (S.Gara a) p-ctb7t (Specify below) ❑Addition ❑ Replacement window/door MIJemolition (Energy report required) No. of windows Doors (Specify below) *If new construction, please complete the following: J Single Family: No. of Bedrooms `� No. of Baths l�fZ 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): G�oiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify): P/Oil•-Vle- ❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other ❑ Air conditioning - (separate unit) ❑ None of the above to be provided GPi lot Water: Gas ✓ Electric Fuel Oil Other Description of proposed work: C6Aj57WUe.170,u piG ,¢ A16V ,yN(ot ►/ r /CJE '' 040t-100 + Mai of ENS N& 061rA&C OA% 5119. 4U 41r 771J6 sue. s ELF-00,1. N ' Item Estimated Cost by corn be to $) ( p y permit applicant 1. Building 7 7 -000 2. Electrical 700 3. Plumbing ` (} 4. Mechanical (HVAC) y 00 5. Total = (1 + 2 + 3 + 4) 50.000 inpil", NEW u - Ttilit L�[ (PI a Print) 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. Q il h"4Z Signature o ner Date I. -SA M G D - ! rt"L & as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Signatfire of Owner/Authorized Agent Date rage 2 Page 3 q,2.1- q4. - Te�T p I I o I -- - 2 1, +4 21117 - 15,w- UO Y �Jl RECEIVED DARTtV0117- r"IDEPT. i`�C AT -1 L c� Z010 APR — 6 PM 2. 2 3 -A v r T F IM, j it, Fz-:Xzl -Tc* ctc 2ONe VE25 A o r,j I i:-, '� A J�j \i .�4 1 N E 1:: 1,, 1 (1ii T SCALE: APPROVED BY: DRAWN BY DATE: REV tSED L T r L' V Z DRAWING NUUJIMA U X " PrAnlID OWIM 1109M CLIAIWNW a RECEIVED Dwzw�'! m,7 F D A R TNII LOT -T 2010 APR —6 PH 2' 23 A 2S _i'j lb D it v t Le� 6P T CKE_r_,� V1 2 qLl U! N T 14 to L is Lf V M c, 1- T 0 T ux _T -, q�E LL 4� -4- in v 4 x 12, it 74 13z /78, Dfa e r! r i Lie L p 0 A c Lj k" "Sl' Z Ar7 Vrz FILE 11 VT 'L-,)C PA k-T P'�C _S_TA rl jS —)E L" i I Apoc) I TE `T T�' r M IS X 26 PRWTED ON 111M 100M CLEARPFOXT * 0"- - . Ap" r;N( tHi4ov " 10 - 'T40 77-7, -211-7 —11 Cl ZZ, S TE4-,-r VIT e. �y Al T ?e- L OU, VE 4' co 21 -744' OlTiLA. 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DARTMOUTH, MA TITLE PROPOSED SITE PLAN SCALE: AS INDICATED DATE: 04#1ARCH-2010 JOB NO: 0012 FILE NO:. P: 1OgM121pIGts10B12-L-100pbt�wn DRAVVING NUMBER L-101 ® Dyer Brown SouthCoam ArchKects Fo „ tA t T _N POLE 7/2 DYER a ` BROWN UP 294/22 ---------•--_---------- y ----- ----- —._1_•— — _ St Dyer i Brown SoulhCoutC oast A .. One Johnny fake Hill M 8i,�'se. E New Bedford Massachusetts 02740 I r• � "� I ' I Sb'O'l+ E i �o \ � \ �� � ' D \ \ \ C DH/FD 'SZ BRUSH LINE ! \ \ • \ \ \ ` \ \ \ \ \ t CUT OAK IL IN UNTILIn POLE 294 1 22A ' II `r 1 ELFIp ION32.23 (NAVD 88) e N \ \ 1\ ''eftu \ \ II ` FLdQD ZONE ``EL.�S) m � N a�j 1 - Urlu P ( - 10 t Q� (NDTE: PROPERn uHE a LOT AREA 33 /; Ipy W\ M\ h0 JI + ;I `� \v \ / / I I'C �� / I I ARE BASED ON PLAN BK. 122, PG. L8 7 3 A 7 immi s wE, L. I \ \ IL ( PRiwol. tar ► �\ I 1 1 2 CrPAR 1 / i I TIRE SOW ON PWI WL i Z M 48) 3 2 m POINT, ,z• I oa>z ( 1 `tc ti � I I 1 \ pJ 1 \ � � •\ p N N � �o i n POLE � � oD0 z x I TOOD ZONE REVISIONS UP 4/22.5 gg\ ff yFLOW WE x �uierr of FLOOD ZONE i MARTIN HOUSE L--------- - - - - - - - - - - - - - - - - - - - - - ---------------- - - - - ` "' 123 MISHAUM POINT RD. W-------N -- --- -�------ DARTMOUTH,MA a------------------------------------------------------------------; ---------------------- I TITLE / 1't I EXISTING SITE PLAN 46 S aW4W2lr W SITE PLAN SCALE AS INDICATED SCALE = 1:20 - � DATE: 044AARCH-2010 - 7/4 JOB No: 0912 FILE NO: P:IPROJECTSi0OM12VI04s10B12-LE-100pWtdg DRAWING NUMBER LE-1 00 . NOT FOR CONSTRUCTION 0 Dyer Brown SouthCoaet ArchBecft ARCHITECTURAL MATERIAL ARCHITECTURAL ABBREVIATIONS LEGEND SYMBOLS z ANtlE IB 1103Etl IV E 51161E000It am - 6 AT E9 T .AM ,&Im COMfAEIE Emilll FIECINOLLPANEW 0 o. a080wY0PEMlr S.C. SOIHI LORE 2 000-MN—UM-SM F—W .T DETAILS 0 p Tw ------- ox coon 0 PEo —�T *mov co ♦------ SCOPE &FI Iii' PAIL PAfB VW.ILWEgiNG ZPC GI GA QAwN®SiOx GAW£ GYP GYPaeI 99 OWDYER BROWN Dyer Brown SoutbCoast Arch tests One Johnny Cake Hill Now Bedlbrd, Massachusetts 02740 No. 9812 TPORT POINT, MASS. F REVISIONS MARTIN HOUSE 123 MISHAUM POINT RD. DARTMOUTH, MA TITLE GENERAL NOTES & SYMBOLS SCALE: AS INDICATED DATE' 044AARCH-20I0 JOB NO: 0012 FILE NO., p,.Ipmj..ts%O9=i2Vkft=12.GWI01pitign MAIMIM NUMBER G N 1 O 1 ..� ® Dyer Brown SoLMCoafA Archrmcft 20m 4e.7 _ I _ - + —----------- -- -@?1'L— — SEE STRUCTURAL FOR--- ---- , -- Ti B . i I i BEAM SIZE & TYPE I '7 jY OF 'CRUSHED STONE j ON FILTER FABRIC. (T m (T�L S'3 Y4' 9'.9914• 6� T7 T3' T3" 77LL -- ---- - T. 8.10^ 1'4° `q 138 SEE STRUCTURAL FOR i ,,�• I BEAM SIZE &TYPE 13'A' I T4' ._ 21•-tP lL. , a — — — — — - Y it BEAM EAM ------ ------ — — — — — -- ,. m FNERLNE? OR)E g!-f&PUMP 4 /2 -'`<kb— SASH i T—WI� iI!III LLS IIIIIiI - 1Y CONC. FTGFOR 4-CONCSLAON S MIL VAPOR BARRIER WGX6,.4XIAW.W.F.ON6OF COMPACTED GRAVEL"P) ar! ,E7ACEABOVE (SEE A4W C 4-ID44Y _- 7,— 1rCONC.FGFOR $- FIREPLACE ABOVE sEEABASHI@ 24.1TI ---H —FR—O I � I,I --r'— SUE FLUE TO MATCH MANUFACTURERS III , T I ) L SPECSO CET TO�N6TALLED I ---------- — —T — — BEAM POCKETMP I_ 7O-3—• lu-W 3-•— fil T CONCR. SST F�E A ---- _—r -0-- -----3V-i--O, I 14 - —� - --- T YPE I�-Y 3, AUGNE"O P-2,) � i i"-- i F- i I gAVE - I T FOR SRE SEETYPE STUF COL. TO USE. SEE SNRC COL — I I i i I BEAM POCKET I -- _ T ACCESS PAWL I CRAWL SPACE TO i I t 6'T I I I J (VENT I CRAWL o I T L — _ —VENT SASH — _ -- — BEAM POCKET I i e - i I (SASH b i SPACE $ 27sT - I 4V4V-S1M• '--- ------ -- ----� ------ -------- - 1 I --- n I•$ T I VENT H I. 23M• T-8314" 1' I`ti I ISAS ALIGN WCENTERUIE OF RIIXS•-10, 1,4° ,4'4' SEE STRUCTURAL FOR L -----' �I — I I j f; i rCONCRETE RAT SLAB I I 4S-0 I I I BASEMENT PLAN I I VENT SASHH I I I - IT z IV I L Fri --- --- 19-7 B SXS'XW CONC. SLAB W //— SXB-1.4XIA W.W.F. ON / e• COMPACTED GRAVEL l DYER BROWN SouuiCoest Dyer Brawn SouthCoast Archbacts One Johnny Cake Hill New Bedford, Massadw3eDs 02740 CONSTRUCTION PLAN LEGEND ® DOORNUME— SEC710NSIELEVATIONS OFFICE ROOM NAMES 101 SEE FINISH SCHEDULE +O.W ELEVATKWGRADE CONSTRUCTION PLAN NOTES 1.) DIUMBIONS BHOWJARE FROM OUTSIDE FACE OF EXTFJUOR WD STUD! FOUNDATION TO CENTERLINE OF INTERIOR PARTITIONS 2.) ALL WALL SHEATHNG SHALL EXTIIID FROMiHETDPOFTHETOPPLATETO AMN. OF 18'BEYOHi)TIE STUD -TOOT. OF THE TOP PLA7E CONNECTION. A Tw N. OF 4 HAILS SHALL DE USEDATEACH STUD FASTENING& EDGE NAILED TO FA. PLATE 0 e- O.C. 3.) A4.4T PERIMETER EDGE ZONE OF THE ROOF SHEATHING SHlLLLBE NAILED WITH 6D NAILS DLOCIONG WT, G 13LE END ZONE RA a THE GABLE END WALL D 04- WHICH SLI RW 12' 0.C- �TO.CJUlOTHERAREAB 120.C_ 4.) ALLPLYW) T & G SUBFLOORNG TO BEGLUEDAND NAILED 5.) ALLOW 1? MINIMUM SPACE PERMIETER OFALL HARDWOOD FLOORB AND FACE OF WALL 6.)ALL WORK IS TO COMPLY WITH MASS ESTA ON ILDING CODE 780SEVENTH 7.) Ca1TRACTORTOVERIFYALLOiMB. PRIORTO COMMENCING CONSTR 8.) UNLESS OTHERWISE NOT® ALL NILLN4G AND FASi@NNGSWLLLBE IIdACCORDANCE WfIH TABLE68023 t1) FASTENNG SCHEDULE MASS 780 CMR SEVENTH EDITION 9.) 2X 6 COLLAR TIES AS INDICATED & 11W X 20 GAUGE RIDGE STRAPS WHERE NOCOL AR TIESARE LOCATED SHALL REATTACHED TO EACH OPPOSING RAFTER Wl58D NA&.S a EA. END OF THE FRAMING MEMBER. REVISIONS MARTIN HOUSE 123 MISHAUM POINT RD. DARTMOUTH, MA TIRE BASEMENT PLAN SCALE: AS INDICATED DATE: 044AARCH-MHO JOB NO: 0912 FILE NO: P:IPROJECTS108N912ipkftWO12-A-10-BPIC&DC DRAWNG NUMBER A-1 OB �■■..u�r 0Dyer Brown Sof+p,0oest I>rCF,IteMs n Ed1CU Ali 12' RT POINT JZ MASS. ■.► 4J Pr Ty QF thr- DYER BROWN SaNhCoest Dyer Brown SouthCoast ArdtacLs One Johnny Cake Hill New Bedford, Massachusaft 02T40 CONSTRUCTION PLAN LEGEND ® 000rt NUMBERS. SECTONSMIEVATIONS OFFlCE ROOM NAMES 101 SEE FINISH SCHEDULE $OAD ELEVATIONfGRADE CONSTRUCTION PLAN NOTES 1.) DIMENSIONS SHOWNARE FROM OUTSIDE FACE OF WD OF IINTERIORPARTITIONSOCENTERLINE 2.) ALL WALL SHEATHING SHALL EXTEND FROM THE TOP OF THE TOP PLATE TO AMBN. OF 18• BEYOND THE STUD-TO410T. OOFF 4 NAILLSS SHA LBEUUSEEDA EACH N STUDFASTENWG&EDGE NALEDTOEA. PLATE 68' O.C. PERIMETER EDGE ZONE OF NTHE 3J AROOF ROOF PERIMETER SHALL BE WJLED AILED WITH 8D NALS 8' O.C. W/ CROSS BLOCKING T GABLE IXCEPT THE GABLE END WALLOR END WALL RAKE WHICH SWLLL BE NAIL® 4- O.C.ALL OTHERAREAS 12- O.C.. 4.)ALL PLYWDT& G SUSFLOORING TO BE GLUED AND NAILED 5.) ALLOW tl2' MMIMUM SPACE PERMIEfER OFALL HARDWOOD FLOOTSAND FACE OF WALL 6.)ALL WORK IS TO COMPLY WITH MASS 3EEBUILDING CODE 789 SEVENTH EDITI7.) CONTRACTOR TO VERIFYALL DBMS_ PRIORTO COMMENCING CONSTR. 8.) LZMART ZIM3 BENOTED ALL NACING AND FASTENING SWLLL BE I)4ACCORDANCE WfIHTABLE 56OT.3 (11 FASTENING SCHEDULE. MASS 780 CMR SEVENTH EDI rION 9.) 2 X B COLLAR TIES AS INDICATED & 1 1W X 20 GAUGE RIDGE STRAPS WHERE NO COLLAR TIES ARE LOCATED SHALL BE ATTACHED TO EACH OPPOSING RAFTER W168D NAILS @ EA. END OF THE FRAMING MEMBER. REVISIONS MARTIN HOUSE 123 MISHAUM POINT RD. DARTMOUTH,MA TITLE FIRST FLOOR PLAN SCALE: AS INDICATED e DATE: 04-MARCH•2010 1 JOB NO: 0912 TA' FILE NO: P:lprojec>S109MlftlofM12.A-101*tdgn ORAVNNG NUMBER A-101 2 dwnSet Arch. a . DYER BROWN _ 3ouUlCoast Dyer Brown SouthCoast Architects One Johnrry Cake Hill New Bedford, Massachusetts 02740 CONSTRUCTION PLAN LEGEND ODOOR NUMBERS SECTIOILWE£+ATIONS O(TICE 101 SEE FlNI� SH SCHEDULE o.00 ELEVATIOU GRADE CONSTRUCTION PLAN NOTES 1.) DIMENSIONS SHOWN ARE FROM OUTSIDE PACONR- E OF EXTERIOR wD W D/NNTOCENTERLINE 2) ALL WALL SHEATHING SHALL EXTEND FROM THE TOP OF THE TOP PLATE TO AMIN. OF 16' BEYOND THE STUD•TO-BOT. OF THE TOP PLATE CONNECTION. AMIN. OF 4 NAILS SHALL BE USEDAT EACH STUD FASTENING B. EDGE NAILED TO EA. PLATE ® w O.C. a) ARO�CF SHG SHAI.LBE NNLEmDE WITH 8D NAILs @@p9 8' O.C. WI CROSS- BLOCIUNG WITI#N THAT 4'-U ZONE EXCEPT�p T7Ht�E GABLE END WALL OR RAKE BIOS VR11CH SHALL BE NAILED C O.CALL OTHER AREAS 12` O.C.. 4.) ALL PLYWD T B G SUBFLOORING TO BE GLUEDAND NAILED 5.) ALLOW ll2' MINIMUM SPAS PERMIETEROFALLH FLOORS AND FACE OF WALL 6.)ALL WORK 16TO COMPLY WITH MASS STATTE IWR�ING CODE 780 SEVENTH EDI7.) CONTRACTORTOVFRIFYALL DIMS PRIOR TO COMMENCING CONSTR. 8.) UNLESS OTHERWISE NOTED ALL NAIL87G AND FASTENING SHALL BE INACXX)RDANC WfiH TABLE 5B02.3 1 FASTENING SCHEDU MASS 780 CMR EDRION 9.) 2 X 6 COLLAR TIESAS INDICATED BW FE No COLLAR TGAUGE TIIE�4 FARE LOCATED SHALL BE ATTACHED TO EACH OPPOSING RAFTER W1 BAD NAILS ® EA END OF THE FRAMING MEAGER. REVISIONS MARTIN HOUSE 123 MISHAUM POINT RD. DARTMOUTH, MA TITLE SECOND FLOOR PLAN SCALE: AS INDICATED DATE: 044MRCH-2010 JOB NO 0912 FILE NO: P:WROJECTSIOBIOB121PIots10B12-A-102PW.Qn DRAWING NUMBER A-1 02 0 DyeB rah X DYER s BROWN _ Soutl" Dyer Brown SoulhCoa9t Ard*ects One JOhnrry Cake Hill New Bedford, Massachusetts 02740 CONSTRUCTION PLAN LEGEND ® NxmR NUMeETTss SECTIONSIELEVATIONS OFFICE ROOM NAMES 101 SEE F9NISH SCHEDULE -�9.W EIEVATIOWGRADE CONSTRUCTION PLAN NOTES 1.) DIMENSIONS SHOWNAREFROM STUDS/ EFO MUA4VTO'O �MERLINE OF INTERIOR PARTITIONS 2.) ALL WA11 SHEATHING SHALL EXTEND FROM THE TOP OFTHE TOP PIATETO 0 OF 15' BEYONDTHE STUD�TC-BOT. ST 4HNALSSHALLBEUSMA EEAC14 STUD FASTENNG . EDGE NAILED TO FA PLATE 0 r D.C. S) A4'-0' PERIMETER EDGE ZONE OF THE WITNROOF SHEATHNG SILALL BE NAILED BLO 9D G @@ T D.C. wl CROSSm BLOCKING WTiHIN THAT 4'-0' ZONE EXCEPT(� THE GABLE END WALL OR RAKE ..WHICH SHALL BE NAILED Q4- O.CALL OTHER AREAS 1T O.C.. 4.) ALL PLYWD T d G SUBFLOORING TO BE GLUEDAND NAILED 5.) ALLOW PERMIET1R'ER MIAOFALL MUIA SPACE HARDW FLOORS AND FACE OF WALL e.)ALL WORK M TO COMPLY WITH MA68 STATE BUILDING CODE 7, SEVENTH EDITION 7.) CONTRACTOR TO VERIFYALL DMS. PRIOR TO COMMONF6 CONSTR. &) UNLESS OTHERWISE NOTED ALL NAU40 AND FASTENING SH�'A��ILL, BE �i ACCORDANCE MA387BOCIiSEVENTMFASTEE�� SCHEDULE 9.) 2 X B COLLAR TIESA3 IJDMATED & 1 1/4' X 20 GAUGE RIDGE STRAPS SHALLBEATTXCHEDTO EACH OPPOSING RAFTER W! S NAILS Q FA END OF THE AS MEMBER. REVISIONS MARTIN HOUSE 123 MISHAUM POINT RD. DARTMOUTH, MA Tnl-E ROOF PLAN SCALE: AS INDICATED DATE: 04 AARCWM10 JOB NO: 0912 FILE NO: P:IPROJECTSD940B7ZOoftWgl2-A-103Pio " DRAWING NUMBER A-103 ®, ® IDYer Brown SouBi�� 1X3AZEK TRIM() 5M X 8AZEKTRIM (PTD) 25YR 3TASASPHMT SHINGLES 12 12 12F— --112 iX8AZEKRAKEBDFM) 1X3AZET(TRIM (PTD) 7X8 ) - 1 X 3AZEK TRIM (PTD) 1X8AZEKRAKEBD(PTD) ALUM DRIP EDGE ALUM DRIP EDGE 12 12 5MX 8AZIX TRIM (PTD) _ F 12F 112 12 12 12� �12 - - St4X8AZE"KTRIM(PTD) 1X4AZEK 4•MIM DOWNSPOUT DYER - TRIM (PTD) 4x5ALUM ALUM DRIP EDGE—+ GUTTER 31PVC 1 x8AZE1( �... BROWN MUM DRIP EDGE 1X8AZEKFASCIABD(PTD) 1 4X5 WHTE CEDAR SHINGLES SN-TO THEWEATHER Dyer B�D� 3'PVC DOWNSPOUT 4'MUM DOWNSPOUT ' AEchltects 1 x 4AZEK .One Johnrry Cake Hill TRIM (PTD) 1 New Bedford, Massachusetts 02740 3'PVC DOWNSPOUT X BAZEK FASCIA So (PTD) 4X5MlM t ALUM RIP MUM EDGE GUTTER 3PVC &UNDBt3d16 15 1X3AZEKTPoM (PID)WHIHCEDSHINGLES 5+1•TOOEINEATFHi 1 25YR 37ABASPEIALT - BOARDEI(PTD) AZEKSTOR(1X4AZEK TRIM (PID). SHINGLES t XSA FASCIA 3' PVC DOWNSPOUT -- - WHITE CEDAR SHINGLES 5'a1-TO THE WEATHER xM(Fff I X X ) * 1lX4AZEKTRM(PTD) WEAVE SHINGLES TRIMAZEK - _ C.CORNERS6 1 :JEFF � WH1-TOT WtSNA1GYR WINDOW TO BE P OWNER&IN `I Y. 8 COMPOSITE DECKING 5'N•TO THE NIEATHER FLARE WHfiE CEDAR SHINGLES _ 5'+1-TO THE WEATHER tX6 POSITE DECKING BOTOMMNGLES BOTTOM OF ,1TAPPoEp ROUND w EASE l E7tPOSED CONC. SSHOW � 'RI IT EAVE �WO� pp OM OFI NMLL� t BBAAgqND. VEMWINDOWS 1XSCOM�G97ED KING I W{IiITE(�I AR yEN� IQO�S WISEC�URm SCREENS 3Nf-A'OTiEN� w m8OR�i' ' pwosED COMIC. FOUND. J ----------------�— -------------—�——� -------L---I PROPOSED WEST ELEVATION iM--T-V a 2 4' S' Ak ig-A—BRICKC.IMNEYS +�`.' Ci �fi, [[[ T~ ,LPG 0%1 2 �" to SHINGLES ASPFIALT' Q wT i1VT tz 25YR31AEASPKALT S. SSKINGLES J� —� 1KFASCIA OF 4X5MUM UTrFR S'4'XBAZFJ( FRIEZE BD. (PTD) 9Ja•XB11mc 1XBFASCIA 25YR 3TABASPHALT 3' Pv1 DOWNSPOUT IX4AZEK "14X5ALUMGUnr31 SHINGLES -------- - X4 (PfDjM TRIM (PTD) 3' PVC DOWNSPOUTS REVISIONS 1X8AZEK RAKE YX3AZEK TRM (Pro - BOARD (PTD) - 12 1XBAZEIC RAKE WNITEC®ARSHINGLES r H(fE CEDAR SH94GLESTHE EXPOSURETOTiff DAT%VXBAZEK WHITE CEDAR EXPOSURE TO THE W I ECEDAR ETOTiffiX3AZEKTRM(PTD) MARTIN HOUSE S iF EXPOSURE TO THE. FRISM BD. FED) TFIER �wEATHER4F 12SMXBAZFJ(STORY. �e + BOARD 54X8AZEKSTORY BOARD (PTD) _ LVL BEAM SEE STRICTURALS FOR SIZE6LOCATION. -- 123 MISHAUM POINT RD. WHITE CEDAR 5•M-EXPOSU INGLE3 THE j /i 3•Pvc DOWNSPOUTS DARTMOUTH, MA .., WEATHER 1 X4 (PTD) 1 X 4 iX4AZIX TTBMr �) WHITE- E M TO THE TITLE s ROUND FIBERGLASS COLtMW TRIM WEATHER PROPOSED - OR ISLES � WEAVE EXTERIOR ELEVATIONS 1 X 8 COMPOSITE DECKING - WHITE CEDAR SIBNGLES- WEA TOTME _ 7 X e COMPOSITE DECKING i X8 COMPOSITE DECKING BIAJQffAD DOOR FLARE WALL 0 BOTTOM I SCALE: AS INDICATED DATE: G4MARCH-2010 EXPOSEDOI P11C. FOUND. I JOB NO0012 FLARE WALLS I I FILE NO: P:IPROJECTS08D12ps012-A-201pbt.tlgn EMVEMWTAPERDR DCL fTY 5CR8EN8 I I W/SECURITY tXWEENs WYBASE & TOP . I II I DRAWNG NUMBER ti L-J L-J IL---------------------------------L—I�-------------- -i PROPOSED NORTH ELEVATION A-201 V/ va 1a 1T 2 IV tr. BRICK CHIMNEY l X88 DAZERAK= BOAR_. 25YR 3 TAB ASPHALT SHINGLES iX3A2E1CTRM 11XX AZEK �ER)AKE BOARD (PTO} ALUM DRIP EDGE 12 ALUM DRIP EDGE 1 X 8AZEX FASCIA(PTD) ASPHALT TIE CEDAR. NGLES T R 1 1 X 8AZEK RAKE 4 X 5ALUM GUTTER SHINGlESSB 12 12 S 1-TO THEY BCARD(P,D) 59 X B FRIEZE SO (PTO) 1BOARD X3AZ�) M 12� 8 12 SMX8AZEK ALUM AZEK EDGE ) TTmMM(PTO) - , 3' PVC COMM POUT 3' PVC INS UP - 1 X BAZEK F 4 IN( 4X 5 UrtER ROOF LINE MINGLES 3'PVC DOWNSPOUT 4X5ALUMGUTTER TRIM(PID) -� - "t WHITE CEDAR SHINGLES H2 -. r, SN-TOTHE WEATHER 1XBAZEIIC RAKE - BOARD(PfD) 7 WC DOWNSPOUT.. .ALUM DRIP EDGE 12 ALUM DRIP EDGE .- 3°PVC DOWNSPOUT � 4 a �TpSiORY s�T ER 1x3AZ 0filD TRIM(PfD) WHHE CEDAR SIZE STRUC7URAL5 S+/-TO THE WEATHER FOR IX TRIM TRIM (PTO) i 1 X M (PTO) SCREEN rRRDFIBERGLASS lX4 _ UMN TRIM 1 X 8 COMPOSITE DECKING sfi0 1 X 8 COMPOSITE DECKING I I I i I NAIDOWs I WB(X2E r______ ______ ________EXPOSEDCON&fOUNR W rtYR - I H�rJu-tts gTOTHERTit 'j _ --_ --_ _____ ___�_LJI PROPOSED SOUTH ELEVATION 114 --1'4r d 2' 4' S BRICK CHIMNEY 4� BRICK CHIMNEY b 25YR37ABASPHALT SHINGLES 72 12 12 ALUM DRIP EDUE 12 12 12 12 CRICKET 1 X 3AZEK TRIM(PID) 121 712 12F 112 25 YR 3 TA8ASPWLL.7 AZEK RAKE I X 3AZEKTRM (PID) —WHITE CEDAR SHINGLES SHINGLES TRIM (PTD) ALUM DRIP EDGE S H-TO THE WEATHER _ DRIP EDGE SWHI 51i!- WEATHER — tP 5T4 XBAZEK TRIM (PiD) TRIM (PiD) CUSTOM ANDERSON wINIX OR EQUAL _ 1X4AZEKTRI (Pro) 1 4AZEK ('ID) 1X 4AZEKTRIM(PID) i FLASH UP UNDER SHINGLES ) RASH PONDER 3°PVC DOWNSPOUT 4X5ALUMGUTTER 12 MDR;EDGE ALUM DRIP EDGE T 4 X SALUM GUTTER g� XBAZEKTRIM (PTO) SM x.AZEKTRIMM(Pm SVXSAZEKTRIM(PTD) Sr4X8AZJ3C TRIM(PTO) ___ REVISIONS 1XAZEKTRM(PTD) SRHND FIBERGLASS 21 ,X SCREEN WHITE CEDAR SHINGLES —_- 5"*FTOTHEWEATHER _ HOTTLB DYER BROWN _ SouMiCoesL Dyer BrownCSoulhCoast One Johnny Cake Hill New Bedford, Massachusetts 02740 7PVC DOWNSPOUT BE 3 MARTIN HOUSE \\ 123 MISHAUM POINT RD. DARTMOUTH, MA TITLE PROPOSED 1XAZEK ANDERSON00 OMWATR n EXTERIOR ELEVATIONS WHITE CEDAR I III 1XAZEK ATRIM 1XAZEKW XE3KIRTBDPO)*T0V�TH- SCALE: ASNICATEDPRM URAL2 FOR SZE II PT —I P'd�8T 3EFEO ( Ii ANDSPACING R SIZE DATE: 0440RCH210PT IJII LJ---�_--------1 --------1----- - ---------U----------ij — — — — — — — — — — — — -- JOB NO: 0012 PROPOSED EAST ELEVATION FILE NO: P:IPROJECTSXODM121plo6W012 A-202PMt.dOn DRAWING NUMBER A-202 FOR s�/LL R 3 TAB ASPHALT ROOF SHINGLES SPRAYAPPLIEDURETHANE -�,/ INSULATION NL TOWN7��AL VALUE \\ O2 - U 5W T & G HUBER1IP SYSTEM TR � �( W/ZIPTAPESYSTEM 2X6COLLARTE@,V-WO.C. - ALUM. DRIP EDGE SEE STRUCTURAL - 1X3AZEKTWM. '-� AD) 5Rr WD SPACER 1X8AZEK RAKE BOARD WTD) I X 3 WD FU / O.C. SIMPSON HURRICANE TIME 1 . W/ 1f r P.S.C. X 3WO lfr ALAS. CA 11 2X4WD .C. SSE 1X107 0AZEKTRIM / / 81 ?30UNATT'T. \\ (PTD) - -WE NEWEL00 HANDRAIL FIN ISH�� 15# UNDER FINISH CRAFT PAP1R FIN. FLOaCe \ / \ i - -_-_ -_- - NEWEL POST -_-_- - --1Mr mou SIPSON STRAP SEE STRUCT 1RALS BOOKSHELVES "1-1x3WDRIRRINGQ1rO.Q DYER 'BROWN - WHITE CEDAR SHINGLES Wr L8' = SauBlCo t sH-TO THE .S. Pf D®N. L( -31?SGIIi)ATTEN. a?T&GZIPSSTE M ZIP SYSTEM GATT. 1 X4T&GWDFLOOR#IG Dyer BmWn South mg W/ZETAPE SYSTHA q ArchilBCM LVL RIM JOIST SEE -` b PJtF$T No One Johnny Cake HillP11pHR STRUCTURAL FOR SIZE - '-- - New Bedford, Massachumb 02740 SPRAYAPPLED URETHANE INSUL.EQIMLTOR-19. _ ` i_ W 31C 0.YWODD 81BFlOOR GLLI®69GR1NED HANDRAIL 34' F.P GRADE L � N.— €rLLN®W � 3l4T& LOON 2X 0WD D.C. W 31? CONC. FLL® 1P CONT. POUTZED STEEL LALLY COLUMN FOROATKMNWLL ASPHALTIC COATING, _ GRADE i YRIGID INSUL. - F 70"CONCRETE WALLS SEE STRUCMULL fOR REINFORCING - i_ lOONGETE ffiAB W/ la8-1.IX1/f W.WJ:ON - - 2 X 12 WD 3TR1 DfNPERIMETER / ` (3) -i00 81LVAPOR BANNER GR A-✓02 - NRGNG I�XT-TXV-WCONCRETE F'IG, ___ 3$ § __-_______-._12 _________-_-_______ ___------------- STRUGTURA�NRE SEE STRUCTURALS FOR REINFORCING BUILDING THRU SECTION v4 =ram a r .r g zsrR 3raeA3PwLLr a a9 i ROOF SHINGLES ARC W'TT&GHUBH �R ZIPSY SYSTEM /-� 71?x 151-FLUE ��RED G� 02 AP0.1ED tRiETHANE ESE AM SEE- 1 4 gt1ER R. ��y IS'+RAV STRUCTURNS FOR 302 L-Q�UALTOT�R.{pTFERMALVALUE ]' - (� '� �'��pA�'' FlASHI IA T C HIIMNEY aqn 0 I.TIRCRKYO:T T POI Ca 71111 F I SPACING &WHUBERMPSYSTEM W/ HUBER TAPE SYSTEM amEw '2°j. ASS. 3 25 YFL 3 TASASPHALT ROOF SHINGLES G 1 X 3 WD FURRING @ 1 O.C. z 07 ( 2�XtI, BATTTT INSULATION 2@ SPRAYALVALU URETHANE INSULATION 54ap' C CO MOLDING (PTD) 1I&c YP BD. w/ Le' =TUDS p OWTUDs THERMAL VALUE EOUALTO R-00. R-40. %y OF'A P. m 1X4 T8G WDFLOORI O NSTRUCiURAL FOR�6SPAOISTSSEE EE u o RO 1 WD BASE TRIM 15#FELTRRPER P13C (PTD)TYP BD W1 H SIDES P SOGYP FORS ICEWATTEROM SHIELD RUN w 8 .. 3H'PLYWOOD SUBF �Spo.OW/� SIDE OILY .GLUED&SCREWED FLOOR SEE STR 2! 07 -- �� AHTUIB 181BER ZIP SYSTEM __ _���ETE---------- REVISIONS W/HUGER TriPE SYSTETA 4X 5ALUM GU'I'IER 31 08 BA T. SOUNDATTEN. IN8UlATiON 1X3WDFURRINGQiPO. 2X4WDSIUD3 Q 1l O.C. 1 X a PVC TRIA(PTO) 2X4WD 1?GYP eo. wrlfe� P.3.0 (P. ) 1X4T&GwD i C � � lxawc3oFFTr 1 X PVC FRIEZE BD (PTD) MARTIN HOUSE Q� a1P O.C. FLOORING - 15#FELTPAPER POLYV LLY 3Womi ED 114 NQo j 6RBAR VEL UE0.D BROSCO MOLDING ) z CONCR SLAB SEE ucru FOR 123 MISHAUM POINT RD. j E 1X6WDBASE ) \ \ FORC DARTMOUTH, MA •� •� % 2X4WDSTUDS@IP O.C. --------- - — — __ __ IXBCOMPOSITEDECKING _-__. — TITLE 1 — — T — — _ BUILDING THROUGH 1?GYPL vex - SECTIONS )- COATINGCRAWLSPACE PS �g(pID)BOTH gPggYAPPLIEDU T RMALVALUEASPHALTIC�' N Y RIGID INSM 3°CONC. SLAB ON B MIL ASPIRAI.TK: 1P CONT. POURED CONC: VAPORBARRIER ON B' WALLS SEE STRUCTURAL COMP. GRAVEL. (TYP.) COATIO -Y RIGID IN3UL. 4 i v 1P DIA CONC PIER SEE STRUCTURAI.3 FOR SCALE: AS INDICATED . m FOR REINFORCING / iP CONT. POURED CONC. WALLS SEE STRUCTURAL �, PffR DATE: 04MARCH,2010 n i - FOR REINFORCNN � JOB NO: 0912 12 7-0 �`> T-0• �I� nN CONCRETE FOOTINGS SEE FILE NO: P:1proJacls109108121pia1abe12-A�301ploL.dpn � .i RALS FFOR ORCWG OR FREINFORCING%1E A DRNVANO NUMBER A-301 THROUGH SECTION �BUILDING _ra i>4 a r l al• ._ - �® Brown southCoasL Arch#acLa NB' HUBERZIP SYSTEM BRICK CHIMNEY W/ HUBER TAPE SYSTEM 25YFL 31ABASPHALT 06 ROOFSHINGLES _ _ 03 RUN ICE &WATER SHIELD UP OVER ENTIRE CRICKET & 118' SW HUBER 23P SYSTEM ONTO BOTH SIDE OF VALLEY 30YR3TABASPHALT , W/HUBERTAPESYSTEM SPRAYAPPLIED URETHANE INSULATION SHINGLES THERMAL VALUE EQUAL TO R40. . 50 HUBERZIP SYSTEM" - COLLAR TIE SEE STRUCTURAL 25YR.31ASASPHALT BUILT UP W/ZIPTAPE SYSTEM FOR SIZE & SPACING _ ROOF SHINGLES SEE STRUCTURALS FOR Gyp E9H9UAATION RAFTERS S� a SPACING ,& STRUCTURALS FOR RAFTER SEE 03 TERYMAL�VAL�UE LOB R40. ALUM DRIP EDGE S12E&SPIACND SPRAYAPPL® URETHANE INSULATION - - RA R &S� NG 4XSALlMl4filR7l3t-_- _- _-_-_- THERMALVALLEEQUALTOR40 ICE 3&W'ATER SHIELD N 01 1 X 8 PVC TRIM(PTD) P aCIA S NIPSON 74r FROMMEAVEANE TIE C' )O.0 ` ALUM DRIPS BD (pTD)�� irz W/VB'I OYP UD W/ 1Ar ICE & WATER SHIELD RUN UP SIMPSON HURRICAN TIE TRIM ALlM7. DRIP EDGE �� X 3 WD FURRING E P.S.C. ( - TYHj C NDOW 2 X 6 WD ST D8@16'O.C. 1/r GYP SO W/ i/B' 4 X 5ALUM @TITER SIMPSON HURRICANE TIE OR zLL q a� R&C. (PTD) 1 x 6 Pvc TRW (PID) 4X5ALUM GUTTERfNP) 2X6WD STUDS@10-orm 6 LL� \ MnSTEM - ICE WATER SHIELD RUN SMP90N HURRICANE TIE W/HUGER NTAPESYST®J N. i X eAZEKFA9(: AOM) UQEEWA -2 X4 77n UP 3'-0' FROM FASCIA 1 X 6 WD BASE - STUD@1CO.0 2X4WDSfUOKNE$WALL Wf$IECEDARSH14C�LES � - TRIM() 6• 1XAZEK SOFFIT TRIM (PTO). ARE 1PY HUBER ZIP 8Y8TLaA TO+} OTHE HER 2 X 6 WD STUDS _ W/ HUBER TAPE SYSTEM a ur D.C. - R�LRIRARYAAPOMTHFED UJBAA�IVAt gNuTAlo THEVALUE BROWN 31/r SOUNDA EN. BATH - FLOOR JOIST STRUCTURAL Vr GYP BD Wf IM P.S. (PTD) EW�U_TO R-19 INSUlAT10N FOR S..SW ZE& EOUALTO R-19 1 X 3 WD * @ 1W O.C. SEE ELEVAT16N FORMODELII _ SOUa1C.OB8f -. 11rGYPBDYW 16'O MO' 1 W/ BmwnSOuWA)ast 2X8 WD SUDS IVD.C. SEE ELEVATION FOR MODI].O. P.&C.(PTD) SPRAYAPPLUED / ) AJChiteds VT BD W/ W SPRAYAPPLUED URETHANE I noN ro P.s. (PTD) EOLIALTO R One JDlnrry Cake Hill - THERMAL VALUE EQUALTO R-1 WHITE CEDAR SHINGLES EQUAL7O R30 +h VTO THE WEATHER 2X4WDSTUDS 12'HIRER20H_q EM New Bedford, Mas—i.-I:N 02740 N�OTHEEW TTHER s @1 O.C. 1 GYP BD Wl1B' AWW UBERT U2T�� {2�P.T.2X8 '� \\ /'6 i'1 12'HUBR TAPE SYSTEM R •�) INSULATION LVALUE SILL PLATE (TYP) _ WU WEfEfR)� ?ET SYST9A EOUAI.TD R-1 BX6WDROSCO BASETRIM BD W/ $2LL PLATE (TYP)_-_ --_ _-_---_-_- ALUM CAP FLASHING d TJI PoM JOISTSEE - 12' SIU- ` FOR SIZES ........... SECOND FLOOR ASPHALTIC 1, 1f2 SflLSEJLLHR EL 42.72' 2• RIGD FLOOR JOIST SEE ASPHALTIC COATING ANOQHSON 400 SERIES FLOOR JOISTS SEE b SRA FOR SUE& STOPoPAN�AWATCHH STATBONARY TUP VL EE SUE AND — BRAJG F FOR SILLANS SEE STR WD BLOCKING -' 810CAlTON6 SEE STRUCTURALS SOUND INSULATION t X 8AZEK STORY BOARD (PTD) 9 • • 12 r RIGID WELL 4' CONCRETE SLAB WI 4' CONCRETE 9U1B W/ WHREC®AR SHINGLES - 7-0. 10'CONCREfE WALL$SEE BX61.4X1/4W.WF. ON BXB-tAX1U9 WW.F ON i X3 WD FURRING +/-5'TO THE WEATHER -.�---�-- STRUCTURAL FOR REINFORCING BM IL VAPOR BARRIER BMLVAPOR BARRIER @ 16' O.C. (TYP) SPRAYAPPLIED URETHANE INSULATION SPRAYAPFLm URETHANE 4 DIA. PERIMETER ON 8' COMPACTED ON 8' COMPACTED - ImGYRBO.W/1/8' THERMAL VALUE EQUAL TO R-19 NSULA7IIXJ THFJ7AWLY/LLUE BRAIN \ GRAVEL. (TYP.) ORAVEOMPA.) PAC. (PID)TYP.. EiAMLTOR30 3'RAT SNAG ON BMIL POLY �J _ - _ ----- - _ _-_ _-_-_ VCOMPACTED GRAVEL A CONCRETE FOOTING SEE \\_�� 12 ��% STRUCTURAL FOR REINFORCFKO 1.) PRIOR MO DERRING�MAOiTNwLS&NPRIOED BRTOOc BUILDING THROUGH SECTION FRAMNGFORWINDOWS. %i %� PARTIAL BUILDING SECTION 2.) FOR ROUGH OPENNGSADDALLFRAME iN51'4Y a z TOGETER SIZES &ADD 112' TO VERT, HOTS. &1'FOR THE WIDTHS. 1 XBRO�TRYAE . W/ SSCHFINEEHFLOOR DU SEE FBRSTfL�R SWHU�2ZIPSYSTEMII FLOOR JOISTS SEE EL 39.Oa W/HIRERTAPE SYSTEM 3Tpl FOR �,� ROOF SHINGLES SPACING y'f h 15$ CRAFT PAPER UNDER i 03 SPRAYAPPUED URETHANE INSULATION®(T�N FINISH FLOOR THERMALVALUE EQUALTO R40.n �. % i SEE STRUCTURALS FOR 3/4' PLYWOOD SUBFLOOR ------- RAFTERS SIZE& SPACINGp'¢y',r%'�'�l . .C. )W/ IC &WATERER SHIELDi-RUN �t o T.oLC c. I t> l VO. $� 2 MUUaMRTV SCAL�$E - -- -- ---- E;L.31.5a --- ------ �w Fu1SaNG---- — S�UMGUTIFR RT POINT, 1xBwcTR&H(PTD> MASS. SILL SEALER i �,\BERCI.ASI '�� W11 TRIM PVC p�R GRADE I X PVC FRIEZE SOFFIT \` ) BIDSIM(PTNHURRICANEIE rT ®P 10' CONCRETE FOWD. SEE RAIL ALTIC COATING 12 HUBER ZIP SYSTEM lA7R HCWZ & VF3[T. RCKNo . 2PoGID INSULATION W/HUBER7p1APE SYSTEM WHITE CEDAR SHINGLES CONCRETE FOOTING SEE EXPOSURE s+/-TO THE STRUCTURAL WRRENFORCING -_-_ - _YL¢ATHER _- - 2X0 WD STUDS /'� @ 16. O.C. -- _- / INWL, SERE NG SPRAYAPPLJED URETHANE REVISIONS --- I X 3 WD INSULATION THERMAL VALUE @1B'O. 1/rG UB' EQUALTO R-19 P.S.C. ) �""L MARTIN HOUSE o &O. C. N'R'- BHSIAATION U EWN.TOR� L �PLATEmP) _ 123 MISHAUM POINT RD. - - DARTMOUTH, MA TYPICAL EXTERIOR WALL SECTION }— SCALE 12�P4r Or 1' z 4' ilr BILL SEALER U TITLE _ ASPHALTIC COATING BUILDING THROUGH FORSILLANCHORSLM SECTIONS B LOCATIONS SEE STRUCTURALS 666XM6-11A1X1 WXY, OON r RIGID INSLIL. t0' CONCRETE WALLS SEE FACTEDGRRAV L STRUCTURAL FOR REINFORCING SCALE: AS INDICATED w ) 4-DIA. PERIMETER DATE: 044AARCHF2010 DRAIN JOB NO: 0912 FILE NO: P:WROJECTSIDB10812WcftMI2-A-102pbt.dpn 09 12 CONCRETE FOO LNG SEE \.. i DRAWNG NUMBER STRUBUILDING NG FOR REINECTIOFORCING N 3 PARTIAL IS ,µ_,Jr a z 4' IT A-302 0� 1l 1' 2-W X-T P'-8• 1*4r 114p .4. 70 .4. 1.4r V-W 1'48• 1'4V' T-V 1'4T 18 12• Gyp RD!Pint -, r 1/2' OW BD W/ 1A3• P.S.C. .- .� —� BDW/10F MC SHELVES &M tr'�1 WALL n ASH iP BASE CABIIr��, O � / 4 BA H AEDICINECASINET W M.R. B0. Whop.? P.S.. 1 vu4m INET DYER 1X8 WDlRIM (PTD)� -��� T 7A' T 3'-0' -0. 1'�' 1=6' -,I.1 =,I.- Ste' WATER CLOSEf� BASE TM SEE FIN SCHED ...:BROWN 6 WD TR M (PM) 1 X8 WD TRIM (PTD) WD BASE BD (PTD) WD BASE So TTD) z'8' TRIM (PTD) FIN. FLOOR= FIN SCHED. MOLDING _ $ODOIC088( FIN. FLOOR SEE IN SCHED. � DyerArchBrown SOuwoast 107 LIVING &DINING ROOM 3 109 KITCHEN 4 109 KITCHEN 5113 LAUNDRY ROOM /b \ 115 GUEST LAV. . SCALE: 1/4-r-0' 2 108 SCREEN PORCH SCALE 1a-1'4r SCAM w-=1'.o SCALE: t/a--ta SCALE: 1/P--0 One Johnny Cake HIM Wi lir p GYP BD. SCALE IMIT-W - New Bedford, Massachuseft 02740 / 1/8• P.S.C. (PTD} DICINE CABINET -_..._ ® LINEN CLOSET � 1/2' M.R GYP BD. CERAMIC TILE W/ 1/8• P.S.C.(PTD) PEDEST S88ONS(SEE WATER CLOSET SPECI TI iW MR GYP BD. WD BASE TRIM (PTD) WD BASE TRIM Fro). W/ I P.S.C. (PTD) FINISH FLOOR SEE FIN. SCHED FINISH FLOOR SEE FIN. SCHED /8WIASTER BATH (TYP) AgMASTER BATH (TYPj SCALE: 1/4--1'd SCALE 1/4 --1'4r 1�d ,BED ARC,,l G 12 m u, S 13T POINT, MASS. O �q�rN OP REVISIONS MARTIN HOUSE 123 MISHAUM POINT RD_ DARTMOUTH, MA TITLE INTERIOR ELEVATIONS e s SCALE: AS INDICATED DATE: 04 AARCH•2010 - JOB NO: 0812 FILE NO: pips)actsWSWB121pIds10912-A401plotd9n WALL n ASH iP BASE CABIIr��, O � / 4 BA H AEDICINECASINET W M.R. B0. Whop.? P.S.. 1 vu4m INET DYER 1X8 WDlRIM (PTD)� -��� T 7A' T 3'-0' -0. 1'�' 1=6' -,I.1 =,I.- Ste' WATER CLOSEf� BASE TM SEE FIN SCHED ...:BROWN 6 WD TR M (PM) 1 X8 WD TRIM (PTD) WD BASE BD (PTD) WD BASE So TTD) z'8' TRIM (PTD) FIN. FLOOR= FIN SCHED. MOLDING _ $ODOIC088( FIN. FLOOR SEE IN SCHED. � DyerArchBrown SOuwoast 107 LIVING &DINING ROOM 3 109 KITCHEN 4 109 KITCHEN 5113 LAUNDRY ROOM /b \ 115 GUEST LAV. . SCALE: 1/4-r-0' 2 108 SCREEN PORCH SCALE 1a-1'4r SCAM w-=1'.o SCALE: t/a--ta SCALE: 1/P--0 One Johnny Cake HIM Wi lir p GYP BD. SCALE IMIT-W - New Bedford, Massachuseft 02740 / 1/8• P.S.C. (PTD} DICINE CABINET -_..._ ® LINEN CLOSET � 1/2' M.R GYP BD. CERAMIC TILE W/ 1/8• P.S.C.(PTD) PEDEST S88ONS(SEE WATER CLOSET SPECI TI iW MR GYP BD. WD BASE TRIM (PTD) WD BASE TRIM Fro). W/ I P.S.C. (PTD) FINISH FLOOR SEE FIN. SCHED FINISH FLOOR SEE FIN. SCHED /8WIASTER BATH (TYP) AgMASTER BATH (TYPj SCALE: 1/4--1'd SCALE 1/4 --1'4r 1�d ,BED ARC,,l G 12 m u, S 13T POINT, MASS. O �q�rN OP REVISIONS MARTIN HOUSE 123 MISHAUM POINT RD_ DARTMOUTH, MA TITLE INTERIOR ELEVATIONS e s SCALE: AS INDICATED DATE: 04 AARCH•2010 - JOB NO: 0812 FILE NO: pips)actsWSWB121pIds10912-A401plotd9n / 4 BA H AEDICINECASINET W M.R. B0. Whop.? P.S.. 1 vu4m INET DYER 1X8 WDlRIM (PTD)� -��� T 7A' T 3'-0' -0. 1'�' 1=6' -,I.1 =,I.- Ste' WATER CLOSEf� BASE TM SEE FIN SCHED ...:BROWN 6 WD TR M (PM) 1 X8 WD TRIM (PTD) WD BASE BD (PTD) WD BASE So TTD) z'8' TRIM (PTD) FIN. FLOOR= FIN SCHED. MOLDING _ $ODOIC088( FIN. FLOOR SEE IN SCHED. � DyerArchBrown SOuwoast 107 LIVING &DINING ROOM 3 109 KITCHEN 4 109 KITCHEN 5113 LAUNDRY ROOM /b \ 115 GUEST LAV. . SCALE: 1/4-r-0' 2 108 SCREEN PORCH SCALE 1a-1'4r SCAM w-=1'.o SCALE: t/a--ta SCALE: 1/P--0 One Johnny Cake HIM Wi lir p GYP BD. SCALE IMIT-W - New Bedford, Massachuseft 02740 / 1/8• P.S.C. (PTD} DICINE CABINET -_..._ ® LINEN CLOSET � 1/2' M.R GYP BD. CERAMIC TILE W/ 1/8• P.S.C.(PTD) PEDEST S88ONS(SEE WATER CLOSET SPECI TI iW MR GYP BD. WD BASE TRIM (PTD) WD BASE TRIM Fro). W/ I P.S.C. (PTD) FINISH FLOOR SEE FIN. SCHED FINISH FLOOR SEE FIN. SCHED /8WIASTER BATH (TYP) AgMASTER BATH (TYPj SCALE: 1/4--1'd SCALE 1/4 --1'4r 1�d ,BED ARC,,l G 12 m u, S 13T POINT, MASS. O �q�rN OP REVISIONS MARTIN HOUSE 123 MISHAUM POINT RD_ DARTMOUTH, MA TITLE INTERIOR ELEVATIONS e s SCALE: AS INDICATED DATE: 04 AARCH•2010 - JOB NO: 0812 FILE NO: pips)actsWSWB121pIds10912-A401plotd9n AEDICINECASINET W M.R. B0. Whop.? P.S.. 1 vu4m INET DYER 1X8 WDlRIM (PTD)� -��� T 7A' T 3'-0' -0. 1'�' 1=6' -,I.1 =,I.- Ste' WATER CLOSEf� BASE TM SEE FIN SCHED ...:BROWN 6 WD TR M (PM) 1 X8 WD TRIM (PTD) WD BASE BD (PTD) WD BASE So TTD) z'8' TRIM (PTD) FIN. FLOOR= FIN SCHED. MOLDING _ $ODOIC088( FIN. FLOOR SEE IN SCHED. � DyerArchBrown SOuwoast 107 LIVING &DINING ROOM 3 109 KITCHEN 4 109 KITCHEN 5113 LAUNDRY ROOM /b \ 115 GUEST LAV. . SCALE: 1/4-r-0' 2 108 SCREEN PORCH SCALE 1a-1'4r SCAM w-=1'.o SCALE: t/a--ta SCALE: 1/P--0 One Johnny Cake HIM Wi lir p GYP BD. SCALE IMIT-W - New Bedford, Massachuseft 02740 / 1/8• P.S.C. (PTD} DICINE CABINET -_..._ ® LINEN CLOSET � 1/2' M.R GYP BD. CERAMIC TILE W/ 1/8• P.S.C.(PTD) PEDEST S88ONS(SEE WATER CLOSET SPECI TI iW MR GYP BD. WD BASE TRIM (PTD) WD BASE TRIM Fro). W/ I P.S.C. (PTD) FINISH FLOOR SEE FIN. SCHED FINISH FLOOR SEE FIN. SCHED /8WIASTER BATH (TYP) AgMASTER BATH (TYPj SCALE: 1/4--1'd SCALE 1/4 --1'4r 1�d ,BED ARC,,l G 12 m u, S 13T POINT, MASS. O �q�rN OP REVISIONS MARTIN HOUSE 123 MISHAUM POINT RD_ DARTMOUTH, MA TITLE INTERIOR ELEVATIONS e s SCALE: AS INDICATED DATE: 04 AARCH•2010 - JOB NO: 0812 FILE NO: pips)actsWSWB121pIds10912-A401plotd9n BOTTOM OF WOOD JOISTS OR RAFTERS NEwtalNOODFLF`N- a 1 CNAOD FlR2RiNG rr NEW "a WOOD FURRING IT O.C. NEW IXSWOOD FURRING � - NETN NLI WOWFURRING B,e' O.C. W 1Q' Gw0 B' Q,O.C. _ .. aI D.C.(PTD) GYP Ir'M.R GYPSD.WI/S larIrr GYP W. W 1fB' P.S.C. (PTD) P.S.C. (PTO) Vr MR GYP. BD. ur M.R. GYP. BD. SPRAYAPPUED URFMA E W Iff P.S.C. (PTD) W IW P.S.C. (PTD) SOUND ATTENUATION INSUATON TFKKaI)AAL VAUIE SOUNDATIENUATNG SOUNDATTENUATNG _ GATT INSULATION EmL n- ft-,9 M11A6+UM BATE. INSULATION BAIT. INSULATION BATHROOM SIDE BATHROOM SIDE 11T GYP. SD. W 118' 1@' GYP. W. WVe' P.S.C. mm) - P.S.C. (Pro) WW2xBwosTUP 2x4WDSTUDSB,e O.c. �2XSWDSTLIDSB,G'O.C. DYER NEW 2X a WO STUDS B IT O.0 VA a SNo GYP BB BOTH O.C.. B IT O.C. WITH U$° GYP WEN ur GYP. BD. BOTH RIDES VREH 1IrGYP SD BOSH SIDES (PED) BD. BOTH SIDES B IIB' ., BROWN WVB' PS.G (PTO) P.S.C. (PTD) , X S SASE.BO.WI BROSCO _ SouU1COSst + X 3 BASEBD. W BROSCD I X 6 BASF FSO BROSCO MOULDING (TYP) Dyer BTOwn $DUIhcoast MOULDING (TYP) WNW @ftOSOO MXouatnl eRosco ATcflkeGs One 1�nY Cake Hill FINISH ROORINo- FINISH FLOORING NEW BE(ITOfCl, P�b55aCI11FRH5 02740 FMISH FLOORING- FINISHFLAORSEE SCHEDULE IN FINISH SEE SCHEDULE �/t SEE SCHEDULE SEE SCHEDULE SEESCHEDULE 1 I TOP OF SLAB OR PLYWOOD SUBFLOOR PARTITION TYPE PARTITION TYPE PARTITION TYPE 4 PARTITION TYPE PARTITION TYPE 1 G SCALETIT SCALE:3=1'-0 s1AI F. 3=,-0 J SCALES i-0 scALE 3'-r-0' 2X DWPHRAM BRACING B IB' O.C. 25YR STAB ASPIMLT VERTICALLY END 2 BAYS ROOF SHINGLES IS ASPHALT CONT. ALUM DRIP EDGE WZIP G HIRER 9P SYSTEM' W ZIP TAPE SYSTBA LE SPRAYAPPLEDINSULATON ,XJ AZEI(BAND TRIM (PTD) THERMAL VALUE EQ. TO R+10 S SULATs PLILII URETHANE 25 YR. 3 SHINGLES ,xOAZEK RAID=BOAR09'TD) �roR�THE7iMALVALUE ROOF 9HINGLES W T1. 13H 9YSTE�M SYSTEM' ROOF RAFTERITRUSS SEE ROOF FRAMING PLANS SEE STRUCTURAL DRAWNGS FORSOaSPACING FUR OUTAS REO'D FOR ROOF FRAMING FOUR S�ANp DSPACMG. 12 Ap 10 W ZTl H AP RE SYSTEM' % W WOOD STUDS B IT D.C. w ICE a WATF123HIELD RUN 9PRAYAf+P1.i[D IFiE'fFIANE� UP 3b'FROM EWE (NP) WHRE CEDAR SHINGLES NSIMTION THERMAL VALUE + +�•FIMRING ff .F M WEATHER ECMTOR-19 B78'O.C. Sff}AYAppLIED UREE(IAIE m w ALUM. DRIP EDGE INSIA.APIION TH(RMAL VALUE RAKE BOARD (PTD) tYr GYP BD.i"TP&C. C-OUALTO RiO POINT, k BILKINJD w LfBT 3YSEE�M SY31ElP BD. (PfD)TYPICAL MASS. Co OF CEILING RAFTER SEE STRUCf11RALs. axSALHM. cuTTER 02 TYPICAL GABLE END DETAIL 03 CEP; ROOF DETAIL FOR SIZE a SPACING scALE:, ,rr-ra i X 3 WO FURRING B IT O.C. 1 X B AZEK FASCIA (PTD) +/r GYP. tHD W!+/e° P.S.C. (P+O) —_ _—.. SIMPSON HURRICANE TIE SPFiAYAPPLIED URETHANE INSULATION ASPHALT ROOF SHINGLE CAP THERMAL VALUE EQ.TO R-19 REVISIONS 22.8 TOP PLATE IYH M BLOCKING AS RE/TD 2X B WD STUDS 0IT O.C. SPRAYAPPLED NSULATION 2 X 12 WD RIDGE BEAM �YPLOF & TAB A P T THERMAL VALUE EQ. TO R-99 RNISH FLOOR SEE RN. SCHEDULE ttB A2TDCSOFFIT TRIA (PTD) 57a'M1BHt'ZIP 3YSTB.T 3WTaGPLY.SISFL MARTIN HOUSE WD. SPACERSAS REO'D - 12 W/ ZIPTAPE SYSTEM 10� 9 12'TaG HUBER'21P SYSTEM' I15E SIMPSOFTS RIDGE STRAPS W 21PTAPE SYSTEM IrrcYPeD.Wtre 54BAmLFR1E�SO. (PTo) 1D NOTUS�uART1ESPFE �I �o uNO� 123MIS HAUMPOI NTRD. P.S.G (�) WPIIECEDARSHINGLES DARTMOUTH, MA IXDSURE ToTHE WFATHER UMWD.BLOCKMAS� IHR5, ETAQTOR T WHETS CEMR3TBNGLE3 TITLE +mraGHKRER nPsysTEM s+,-TOr11EwEAM WALL PARTITION TYPES WHPTAPESYSTEM F3 �'101�� ,rrReERGLassslusEALER MISCELLANEOUS DETAILS 512E a SPACNG 2 - ED URETHANE INSULATION I WD. BLOCKINGAS REQ'D ALOE EQUALTO R-30 (2) 2 X B P.T. WD.31LL PLATE - SCALE. AS MDIGATED 8 � 01 TYPICAL SOFFIT DETAIL s�rnucruRaL�s +Fo°HRMa�— i THEE oaawRCH-zmo AN(2iOR BOLTS SEE sTR1X:rURALS JOB No: 0912 SCALE 117r=,'0' � 1 ' 4 i FORSI�aLOCA710NS PINE NO: 0P.912 JECTSWgWI2WouV912-A-501pbt0gn DRAWING NUMBER a - A-501 ROOFIBEAM DETAIL 05 FLARE DETAIL 04 SCALE:, t'-0' SCALE:, t/r=i'-W �VA9EE PLFpNSGUN�TRWN �Ncpm OU FOUNDATION FOR R-19 KF FIBERGLASS INSUL WINDOW ANTION CEDAR SHINGLES W! 5' FJfPO3URE STOOP WINDOW LUUNFACTEXPURER. a LP SYSTEM WALL a SHEATHING V2 GYP. BD. ICE & WATER SHIELD TURNED 12' RIGID IN3UL INTO WINDOW R.O.OPENING WD BLOCKING 32X3 Wl12' PI7 SAACEtS 4- AI.UM.CAP ISEESTRUCfURILL) MIN - FLASHING 1n•SEAtANTSED ,X4WDAPRON a 4 9EEMUC�71RAL BAOKCUi'TRIMAB INDICATED d 5✓4X4PVCTRIM �AGAiN ALL MBA O'U a WWF SEE STRUC RACK CUTTPoMAS INDICATED O TOALLOW PVC TRIM TO LAY 000 O O C p0 AGAWSTWALLSHEATING. 415X4PVC TRIM 2,9lBWDSILLPLATES O O O 19'SEALANT BED 1X3WDTRIM _ NOTCH SI4'PVC TRMI 0000 OO O---_----_------_ ------ NE CEDAR s—. R-19 KF FIBERGLASS INSI1L. 0�00 O p O ICE & WATER SHIELD TURNED � ' � - CO)�oO 4 Q � � O INTO ANDERSEOON�WRIGfiT SHIM SPACE grpo3usOWLESWn R O 4 �p Oobo DOUBLE -FLING WINDOWS 3N' EXTENSION JAMB W 400 SERIES 3TMY8 0 WALL O Q ��0 p�OOO d 4 Q O00 00 Q w ENsCA1.�,'a" 7•d P DDNDOW HEAD DETAIL HERAIL DETAIL UWDSonALL At P�ODL,vPvAAPORD9SARRIaER CONTilPdaE®CO,4C FIG SEE STRUCTIIRAE3 FOR SD'E OF F7G � �PlA1H.ElYr �R PIPE SIZES VARY RUN FELT & ROOF SH91GLE3 OFF RMCOIjA31RDES 25YR3-ASPIIALTSHWGLES � n PERIMETER DRAIN @ FTG DETAIL E1.asTDMERK: sEAiwr'_,'-0' �\ �W/HUGER TIBIER APE Y S�� ® 25 YR 3TASASPFULLT RODF SH �/ MECIYWKJALLV FASI@I STORM ROOF STRUCTURE SEE --�. STRUCTURALS OVERLAP WEAVE VALL qv NOTE IM OF VAU-EY SHALL BE 5'WIN. ON EACH SLOPE ATTOP AND WIDEN 1!A'/ FTIN THE DIRECTKIH OF PLOW TYPICAL VALLEY DETAIL X 12 WD. KICK BD. (PTD) P' NOSING TYPICAL a-1r COLLARTO ROOF DB=NG SEf IN ROOF MASRC EXPOSED STORM COLLAR &HI E�'RLP TAPE EXPOSEDAal"��WO�� FOR �&!SPA�CILSECa ODW WD NABFRC AS SPRAYAPPLED URETHANE INSULATION TFERIIAL VALUE TO R40 PIPE FLASHING @ ROOF PENETRATIONS SCALE. 11f2"=1'il" PKESI ISER TO RECENE TREAD _ 2m P.T. WD. 5V SCOTIATRIM BLOCKMG 2.4 P.T. WO. `� BLOCKING ltrt _E 1-3 WD. FURRING JW O.C. P, FINISH SCHEDULE 3W PLYWOOD TREADS WP - RUBBER TREAD COVERS ,XS WOOD RISERS 3W PLY WOOD Ill ERS ((3� 2m12 WOOD STWNGERS IM RUBBER COVERS (9LIESAND CI=INTER} 202 WOOD STRINGERS a 4' MAIN STAIR RISER/TREAD DETAIL �DEAND SCALE I'U241'4' 14 BASEMENT STAIRRISER/TREAD DETAIL SCALE 11tY=P-0' P COW SLAB S MIL PLOY VAPOR BARRIER S• COMPACTED GRAVEL SEE SIR%aW.DRAW.,, INWG POR of _ -----e-------------- — 4---------- TYP. CONC SLAB 1 c su.LE 11mro• �E7R AR } N . 812 RT POINT Mass. G`� �g4rH OF 0P�'SP� REVIs1GNs MARTIN HOUSE 123 MISHAUM POINT RD. DARTMOUTH,MA TITLE WINDOW, STAIR, & MISC. DETAILS SCALE: AS INDICATED DATE: 04AMCH-2010 JOB NO: 0912 FILE NO: P.%PROJECTS10910B12101o1s10912,h502pbtd0n DRAWING NUMBER A-502 w VYOI'15rOWJ}D.7DIIECD98, AIdtllec,5 DOGRANDFRALIESCHDHE DOOR No. ROOANWE NUM. DOOR FRAME BEE DOOR SCHEDULE ICY LIONS €� FC i FC i F#RSTFLOUR !-mFOYER f01 2a Ha 1SRr 0.1 WD PTO T - AD PTD M SALVAGE A.C. FRAME 102 CL.OSEf t02 Z$ V$ I-W D2 AD CUR - FA WD P70 JELPW91 WD7044FLAT PANEL im STUDY 103 2$ Ha 144T D3 VD ClR - FA ND PTD POCI0:MOOR 104 MEN 106. 2�° H4' - 14/@' D3 YYD CLR - FA AD Pro JELOWEH VD1d4 FAT PANE. 106 IMSIETR BATH 'IM 24" H8" 14Ir D4 WD CLR - FA AD PTO JELDwEN YD1044fUT PAtB 100 DRESSING wT. 100 24• 0-4r 14B' D2 AD .CLR - FA WD PTD JEDWENMO4FLATPANEI iW NOSIER �ROOLit 10 1213'0 64" '-W OS AD PTO 1• F'4 CLAD Pro ADMEN SHNIam FPBJDIMVOOD IN MASTERSED110061#1 t0T Z$ H4' I_w OZ IND CUR - FA 1ND PTO JEIDWENWDDMFATFAMEL 100 LMNGDIWNGRM. 108 f2)Ha Ha 141r DS CLWD PTO 1. RB CLID PTO 110 UANGDINNGRM ISO MV3W V4 IVr DS CLWD PTO T Fs CLAD PTO -111- LrJNGn LNG RM. 1O (2)[a a4' 1Sr Dc Aw PTO I• F4 VD PTO 112 SCREEN PORCH US Hd 64" W w MR - - FA AD Pro AFDERSENDE.IBO=THERMALFNLVI 113 HALL iU Ya ra ivr " cL.AD PTO - FA AD PTO BROSCO SIMPSON 44418-V 1% ICTCHEN 1D 3'a rr 144T D2 YA) CAR - FA ID PTO 2AAYDOORSAlD its OUEST LAVATORY 118 Za Va 1SrF 02 AD CUR - — AD PTO J90.WE1WDI044FATPAMEL 118 BEDROOM I ill Z4r 0a 14V D2 VD MR - FA AM PTO J60YEN Mm FATPAHI 117 CLOSET 112 Za H4' 4918' D-2 AD .CUR FA. AD -Pro JEDiRE01WDU0NFLATPANEL _ its BATH 113 Za H4" 1.ifr D2 WD CUR - FA LAID PTO JELDWENYYD1044FLATPAIEL 110 FOYERMWDRY 1N 3'a G4°.. 143" De BCNO PIO - FA NO PTD 6ROSCO SILPSON Mt&V 120 tAANmnrEHJ RM NA 24" 94' 1ST D2PWD CLR 1. FA AD PTO JEMENWOtW1PTATPANEI. sEwHo cLooR m CLOSET = 24' 90 14T 62 CUR FA AID M ML(ME MIWIFATPAMEL 202 CLOSET 203 Zr H4" I4 D.2 CUR - FA M PTO JEUDWEHW OINFLATPANEL 103 AtTICt 204 Z4" H4" Id Im CLR - FA AD PTO JEAVENAD'IDM RAT PANEL 2D4 MASTER SATH2 m Z4" S` ' 14YT D2 CLR - FA ALAI 1. JEIDLVEN WDIOM RAT PANEL 205 UMEN 200 T4" 64" 14V D2 AD CLR - F.A AD PTO JUDWENVAMONFATFANE. 206 TDE83aGDL 27 24" V4r 13M' Dd AD CUR - FA YFD P7D JEDVYENADIOMFTATPAIM 20? MASTER BEDROOM 200 2$ ff ' 142' D2 AD CIA - PA . AID PTO JELDANE IADI 4FATPAIB SIN BEDROOM 209 2F I H4" IM D2 AD ClR - FA AD M JELDYWNA131044FATPAFB 200 CLOSET 2I0 (2,) Za so 1418" QT AD pit - FG WD PTD JELDWEN MO" FAT PANEL 21G CLOSET 212 1111 Za 64" t4G" W m CLR - Fc AD PID 'JETOVJERVD1044 FLAT PANEL 211 BEDROOM 211 24' 04" IY 62 AD CLR - PA WD PD JEUMMM044FATPMB. N2 UNEN 214 MZ2 W-T 7SIC D,7 VD CLR I - FC WD PTO JEAWEl WO10MFATPAFEL 213 ATRC2 213 Za Hd 1-3w D@ A D CLR - FA AD Pro JE04YENNDNM4 FLATFANEL 2M BATH 216 Zd Ha 141T D-2 VD' CLR - FA AD PID JEDWFRAo FATPAMEL ROOM @LgRM M21EDlAE SYMBOLDOOM HAVE ROOM R001R BADE CERAG AAUS MATFW MATFlN MAY F. NBOIMr WT FRN RfA1MaE OM IND FLOOR 101 FOYER AD CUR AD PIO GYP P<D Ha GYP PTO WODDFLOOPSroBENTAPH!(T'P) 102 CLOSET AD CUR AD PD PAY�p PMo Ha OYP PH 1. STUDY AD CUt VD Flo C. Ha GYP PiD 104 MMVSTM BATH CT AO nD P1D Id GYP Pro MR GW_a1WETWws i05 LINEN _ P1D �TP PND ea GYP PD Im ORESS�N I AD CUR AD PiD PD Bd GYP M10T FASTER BEDROOM YID CIR AD pip PID Hd GYP PH HB LNW MNNO AD CUR VD PTD pYP Pro Ha AD PTO 108 SCREEN PORCH BRAS - — � - Ia GYP PID 110 MQrCFER O YD PID gryp PTO [4 GYP PTD tt1 B®ROONBI tAD CA YD PID pyp RD HI' GYP PTD 112 CLOSET AD CUR M PD @YP PDT [a GYP pry 113 BATHROOM CT AD PMD 6"M 114 MUD NOOMALNDRY STONE - YID PMO @YP M [d GVo PIp 115 HAU AD CUR YID PD 1+1T PRl Id GYP M 118 GII(Tn AV. W AD Pip @� javp M WaYP.O1NAETYHJJO. 117 STMRS AD qR AD pMD OW PTD [d MP PID SECODFIOOR 2D1 HALL LAD CUR AD m MP PN Td GYP PID 202 CLOSET AD CUR VYD PlD OYP PMD Vrt GYP PID 2At CLOSET VD CA AD PTD GYP PTD TAR GYP PID 2% ATM RXND- - - - VNL - H61RAlED, DTTFNB!® gas MASTER BATH R AD PID MRLGYP M Ia R nD RHa Gyp.ONY1E'rYAUJR 200 LREM AD CUR AD M GYP PM Ta GW FlD 207 DRESS" ID CLR YID PMD GYP pMD TO GYP PMD m 11MIASIH3 BEDROOM AD m YD PD WP PH Ia GYP M TRAY CEMG m BEOROONH2 AD CLR AD M WP PD to BW PD TRAY CDIDD 210 CLOSET AD — AD pMD Gyp pIp Td GYP Pl0 211 HEDROOMS3 YA: OUR AD Pro 0n PRG Ia tYp PRD 1RAYCDLHD 212 CLOSET AD PMD YD PD WP PNO Td WP PD 213 ATRMC PLYAD - - AVU - MgAAT®.OtF➢� 214 !AMEN AD CA lllD PRO 1,IvP PD VAR GYP pMD 213 BATHROOM GT YID M MRGYP PD Td mwm 216 STORAGE AD CUR YID PID tOYP M VAR GYP PD 217 OFFICE AD CURYD P1D GYM+ PD Ta GYP M218 FOYER AD CIR WD PD GYP PD VAR GYP PD D-1 SALVAGE D-2 D3 DA D-5 D vm WD vm NOD WD vm _6 _ vm DOOR TYPES SCALE: UT=T-0P DYER BROWN _ SadhCoa& Dyer Brown SoutlTCoast Architects One Johnrry Cake Hill New Bedford, NlassachusEm 02740 /A c> # rn ' W RT PONT, it: MASS. 41 CI, F VA REVISioNs MARTIN HOUSE 123 MISHAUM POINT RD. DARTMOUTH, MA TITLE DOOR & DOOR FRAME SCHEDULE, DOOR DETAILS & ROOM FINISH SCHEDULE SCALE: AS INDICATED DATE: 044LARCF42010 JCB ND: 0912 FILE NQ P:WROJECTS%OWM121P1DfsM0912-,k-Wl T.0gn MAIM. NUMBER A-601 i - NAILING SCHEDULE JOINT DESCRIPTION NUMBER OF COMMON NAILS NUMBER OF 130) NAILS NAIL SPACING ROOF FRAMING BLOCKING TO RAFTER (TOE -NAILED) 2-8d 2-10d EACH END RIM BOARD TO RAFTER END NAILED 2-16d 3-16d EACH END WALL FRAMING -- - TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD (FACE NAILED) 2-16d 2-16d 24" O.C. HEADER TO HEADER (FACE NAILED) 16d 16d 16' O.C. ALONG EDGES FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED 4-8d 4-10d PER JOIST BLOCKING TO JOIST (TOE NAILED) - 2-8d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM ORGIROER (FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM (TOE NAILED) 3-8d PER JOIST BAND JOIST TO JOIST (END NAILED) 3-16d _3-10d 4-16d PER JOIST BAND TO JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-16d 3-16d PER FOOT ROOF SHEATHING WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" O.C. 8d 10d 6" EDGE / 6" FIELD RAFTERS OR TRUSSES SPACED OVER 16" O.C. Bid 10d 4" EDGE / 4" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVER14ANG 8d 10d 6" EDGE / 6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/ STRUCTURAL OUTLOOKERS 8d 1Do - 6" EDGE / 6- FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/ LOOKOUT BLOCKS 8d 110d 4" EDGE / 4" FIELD i CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS - - 7" EDGE / 10" FIELD WALL SHEATHING WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24" O.C. 8d 10d 6- EDGE f 12" FIELD 1/2" AND 25/32" FIBERBOARD PANELS 8d --- 3" EDGE / 6" FIELD 1/2".GYPSUM WALLBOARD 5dCOOLERS I --- 7" EDGE / 10" FIELD FLOOR SHEATHING WOOD STRUCTURAL _PANELS 1" OR LESS 8d 10d 6" EDGE / 12" FIELD GREATER THAN 1" tOd 16d 6' EDGE / 6- FIELD UNLESS (ITHERNISE WATEDr SIZES "M FOR MILS ARE COMMON wit SIZES. ON AN)'r.Te BE SUBSTILS ITUTED TITUTED ss OTIERM N rPROH&MIL `TER LEIwT1M To THE SPECIFIED CWRpN wtL wr RESIDENTIAL BUILDING DESIGN CRITERIA NOTES. 780 CMR THE M1SSACH USETTS STATE Bu1LDING CODE STATE BOARD OF BUILDING REOt1LAT10NS & STANDARDS Seventh EdTbn of the MossoMNnsetts Stole &tiding Code (One and Two Fen* paling Code) NOTE, IT IS THE INTENT TO PROVIDE A CONTINUOUS LOAD PANK THE INTERCONt4ECT1ON OF ALL PRIMING ELEMENTS lS CRITICAL TO A WID-RESISTNE BULOIIG. A CONTINUOUS LOAD BATH OF WFERCOWECTED FRAMING ELEMENTS FROM FOOTINGS AND FOUNDATION WALLS TO FLOORS, WALLS. AND ROOF FRAMING SMALL BE PROVWED. Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1) i 4.2 EXTERIOR WALLS 3 (CONTINUED) Load Bearing Wall Openings (record largest opening but check all openings for compliancii to Table 9) Header Spans - (Table 9) 6 ft. Sill Plate Spans (Table 9) . 6 ft 0 in. </= 11' Full Height Studs (no. of studs) (Table 9) 3 ionce to )able 9) Non -Load Bearing Wall Openings (record largest opening but check all openings for c Header Spans (Table 9) 6 ft. 0 in, </= 12' Sill Plate Spans (Table 9) 1 6 ft. 0 In. </= 12' 1 Full Height Studs (no. of studs) (Table 9) 3 _ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4. Minimum Building Dimension, W Nominal Height of Tallest Opening 2 6'-8' </= BY Sheathing Type (note 4) 15/32' (ZIPWALL) Edge. Nail Spacing - (Table 10 or note 4 A less) 3 in. Feld Nail Spacing (Table 10) 12 in. Shear Connection (no. of 16d common nails) (Table 10) 4 per It - Percent Full -Height Sheathing (Table 10) 65% 5% Adddianal Sheattdng for Wall with Opening >6'4" (Design Concepts) Minimum Building Dimension, L I Nominal Height of Tallest Opening 6'-8- </= 6'8' Sheathing Type - (note 4) 1/2' Edge Nail Spacing (Table 11 or note 4 A less) -- 3 in. i Field Nail Spacing (Table 11) 1 12 in. Shear Connection (no. of 16d common nails) (Table 11) 4 per ft Percent Full -Height Sheathing (Table 11) 27% 5% Additional Sheathing for Wall with Opening W-8" (Design Concepts) Wall Gadding Rated for Wind Speed? -� 5.1 ROOFS Roof framing memeber span checked? (For Rafters use AWC Span T I. see BBRS Website) Roof Overhang (Fig 19) 1 ft </- smaller of 2' Or 3/L Truss or Rafter Connections at Loadbearing Walls Proprietary Connections Uplift (Table 12) V = 236 plt Lateral (Table 12) L = 176 plf Shear (Table 12) S = 77 plf Ridge Strap Connections, if collar ties not used per page 21 (Table 13) no Gable Rake Outlooker (Fig 20) 6" </= smaller of 2' or 3/L Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connections I Uplift (Table 14) U = 417 lb. Lateral (no. of 16d common nails) (Table 14) L = 176, lb. Roof Sheathing Type (per 780CMR Ch.58 & 59) Thickness 5/8 in. >/= 7/16" WSP �Rodlleth Fastening (Table 2) - (See NailingSchedule & Detail) `I Notes 1. WYs dMeeMFd SW Me and is is *CftlY seebi q se spaiC NCWFMII acted is 2. to cei .0 the nq baMsds of MD CMR 5311111211.1 No 1. Y the dlMlid 's well IN M alley Otani b Westlg w4M drops ad held door are rot raMlied pa DIe iO1 ttD rHh aide, L 20 Shape !ra Per fSw 11 C" ilp4 SIigM per r9 14 d. A Shope pa right 17 a t/rra Sh d Odd own per tie 1M ad Furs 10b 2 E+aeoio.c ONeIIM d aP Is b It. *a he 0000 when 52 a odbd to Ore oereall 4i- w ieMhiq ragetlsnesb show Is Tebbs to old 11. 3 The bdba 111 0* In s.1✓a aft dd te a aieDnrr 2 ik lwrnsl WCb%ft POEM b1del /2 grade. 4. a. Fran Toh11e 10 ad it end beaGa d .DAM dralMbg ad &tidy A%Nd We, ddona.e peoe F*4W M Shee11- God NO %W q mWiss aeb, 0. 1kd S m*" Roo do be win lives Wdeese of 7/16' and be iod" as kbwl i PO" Shoe IN, bd" .A drarglb ale poraMl Is di 1. AM m told jdde dre am Oren so be "ft b koa ft i On 900 day COrd10160 , park dd be GROW b Wim pbbs she to nre- if lee dWA kN pbb. i On 1011 dory faondrae61 spa Nobs dd be dlK%d b be I* MEOW Of No OW drAle NO 00 sad b bond jk d baNan of parL Upper db*W d low pad dd 4 sods b bad ifd ad bwr e1lMdeeW made b bwd pbb d fird Nor frair� r. 11altardd wi ,Hoeing d oalhle by WAL bad jowl. ON 9idas dd be o AWlhte raw of 0d slog M d 3 bdM ON GO& flex IWed Pell ANetaeaeMe _ Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1) 1.1 SCOPE Wind Speed (3-second gust) 110 mph Wind Exposure Category 8 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8/12 slope shall be considered a story) 2 stories </= 2 stories Roof Pitch (Fig 2) 8/12 </=12:12 Mean Roof Height (Fig 2) 31 ft 2 in </= 33' _ Building Width, W (Fig 3) 42 ft 6 in </= 80' Building Length, L (fig 3) Building Aspect Rats (L/W) (Fig 4) 1.67 </= 3:1 Nominal Height of Tallest Opening 2 (Fig 4) 6'-8" </= 6'8' 1.3 FRAMING CONNECTgIb General compliance with framing connections (SEE KNUNG SCHEDULE) (Table 2) 2.1 FOUNDATION Foundation WOKS meeting requirements of 780 CMR 5404.1 Concrete -- Concrete Masonry 2.2 ANCHORAGE TO FOUNDATION 1,3 5/8" Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing - general (Table 4) 32 in. Bolt Spacing from end/joint of plate (Fig 5) 6 in. </= 6' - 12" Bolt Embedment - concrete (Fig 5) 7 in. >/= 7" Bolt Embedment - masonry (Fig 5) ra Plate Washer (Fig 5) --- >/= 3" x 3' x 1/4" 3.1 FLOORS Floor framing member spans checked (per 780CMR Ch.55) Maximum Floor Opening Dimension (fig 6) 12 ft. </= 12' Full Height Wall Studs at Floor Openings less then 2' from Exterior Wall Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall (Fig 7) 1 ft. </= d Maximum Cantilevered Floor Joist Supporting L.Wbearing Waits or Sheorwall (Fig 8) 0 ft. </= d Floor Bracing at Endwalls _-�(Fg 9) Floor Sheathing Type (per 780CMR Oh.55) Floor Sheathing Thickness (per 780CMR.Ch.55) 3/4 in. Floor Sheathing Fastening (Table 2) (See Nailing Schedule & Detail) 4.1 WAILS - -- Wall Height Loodbearing walls (Flg _-5) 10 ft </= 10' Non-Loadbearing walls (Fig 10 and Table 5) 10 ft </= 20' Wall Stud Spacing (Fig 10 and Table 5) 16 in. </= 24" o.c. Wall Story Offsets (Figs 7 & 8) 1 ft. </= d 4.2 EXTERIOR WALLS 3 Wood Studs Loodbearing walls (Table 5) 1 26 - 10 ft Non-Loodbearing walls (Table 5) 2x6 - 10 ft Gable End Wall Bracing 1 Full Height End Wall Studs (Fig 10) 17 ft. 6 in </= 2W WSP Attic Floor Length (Fig 11) no Gypsum Ceiling Length (if WSP not used) (Fig 11) no and 20 Continuous Lateral Brace 1N 6' o.c. (Fig 11) j or 1x3 ceiling funning strips 0 16" o.c. spacing minimum with 2x4 blocking 0 4' o.c. spacing in end joist or truss bays Double Top Plate Splice Length (Fig 13 and Table 6) j 4 ft. Splice Connection (no. of 16d common nails) (Table 6) 8 Load Bearing Connections I Lateral (no. of 16d common nails) (Table 7)- 2 Non -Load Bearing Connections Lateral (no. of 16d common nails) (Table 8) 2 DYER BROWN Southcaeat Dyer Brown SoulhCoast Architects One Johnny Cake Hill New Bedford, Massachusetts MT40 REVISIONS MARTIN HOUSE 123 MISHAUM POINT RD. DARTMOUTH,MA TITLE STRUCTURAL NOTES COMPLIANCE CHECKLISTS & NAILING SCHEDULES SCALE: AS INDICATED DATE 04-MARCH-20m JOB No: 0912 FILE NO: P:WeledsV)0109121pbte10912S-101Oft clan DRAWING NUMBER S-101 0 yfx town at Archilsoft . JOIST (TYP.S (2)- 2 X 10 P.T. BUILT UP BEAM --------- ©----------- -------< OO O - - 2X8 P.T WD LAGER 80ARD W P.T. WD JOISTS —� 10' DIA. C(MIC. FTG. W to• COI4i Pa1RGONC FROST WALL INSTALL 10 DUI. H.D. GAL BIKTS BTAGGERm Q 1G O.C. GRAD�E'TO aHOTIO�N REINFORCEDW/(2}#5 CONT. HORIZ @24.O. C__ TO OFFTG. (TYP) REAM ( 2X10 P.T. BEAM 4)2X10 P.T. BE2X10 P.T. BEAK p 3 O O O O __--0_---- __.�_—_______ p p Sao1 i � 18;T0� JOISTS ---------------- ---------__-- — VW aw _ INFOR('.B1IFNWr/ - eOTIi WAYS TO HESUPPORT CHIMNEY ABOVE.' -- -- — I — — --I I — ---� i I 1' 1�O SUPPCOMPACTEDORT STIR ABOVE. I i ' _ RIM JOIST ITVR) 3 r `Li!—� I I I r—� -I. — �t I I I I j�{2}1 •X 11778•Lt �. - CCgM22E7Er (SEES-102) L 3 �j 11T�OC.m I I ��--ao j 1r CONC SLAB WI - 1o•DUI GONG. F- W' rI 17 le, O.U. �18.O.C. - (Pill I - {—J 369698'X1r COMIC FT(i. gOTH�wFyyAOREYSFWNT I /� �TYp REINFORCE W [9} ------.1 --I T.OGRADETOBOTTOM OF.FTG. (TYP.) LVLCONi. R#A NWT inR) FOp xj _m 'iyl l 5801 THICKENI / #4 EA.WAYIM) SEARING TO SUPPORT LAW 1I TAY LVL I ( i( I r I./.(J}13/4'X -CONC. �: I I I I I 11 117Ar TJUX23o----► - - 10• CANC. WALl3 W/#4 @ 3 7!2 FILLED I g lAL1.Y COL MP) -- — — I 2X4 P.T WD STUD I BEARING WALL I — . a 18• D.C. 48' O_C. VERT � FULL Fief. wALL3 I — saei I I I- i I I lo-COWM40US POUR CONC. FND.(TYR) I L —z ------ pl I L--J I 35ot _ — — — - I RYJObT(TYP) 3 I I 1 (2}13WX11718'LVL - 1r7HICHx2YWIDE FTG.W2- 10•DIA.(X)NC. FTO. W! 86 CXMlT. BO1TgA &#4DOWELS AMBJ.DEEPOF4MR 21BP.TWDJ015T I x �I �48'0.C.TYP.ALLWE TO FIG. IT )GRADE TO �� 906 P.T. 8'OLEDGER BD. g I 3 L 1-0• EPDXYANCHORTO FND. WALL 0 24. O.C. - s5o1 5801 FOUNDATION STRUCTURAL PLAN I I FIRST FLOOR FRAMING PLAN fo' CONC. F O. W AMai.DDUL EEPOF"FO R TO GRADE TO BOTTOM OF FTG. (TYP.) (2) 2X 10 P.T. BEAM ---------------- ---- ____ - --- ______—_—___— 2 X 6 JOISTS_i 18' O.C. ~ 2 XS WD RAFTERS ��I 3S X8 HEADER 3SPANS�— 3SPANS HEADER 3SPxAN3HEA0ER �j.. @IV O.C. 2X6CLR J(NSTS ( �18 O.C. � 1 TIES � 1 - 4— 3.2 x 8 HEADER ! 1 3 SPANS . }1 an 11718 LVL - j o O 1 3M• —— 11 718' LVL—! � mti I mU. L °�! W I ( S I W S a lee. D.C. W � NO o c ! 11718'TJUZiO— c �� I X i N ) X N ;O I (Q 16.O.C. 2- 7 3!4' 17 7/8' LVL Ci g� C I ! �R ~ N ! 32X72 1 3-2X12 - 11l4'LVLRIM �® • ! Z13N'X it T/8'LVL ___ —___—_ — _—_ I �I "� � 2X4WOPOST I I • 2X12 (FRAMING "�I JOIST I BENNNGW X, X N� S: (' I Niy 2-2X12 jX p2 !A FO A Ni o c� _ bb ix j ) 2 BQ18'OC__ - 32 X 8 HEADER UP 32X 10 TYPICAL 132X6WD 1114•LVL RIM 2�X81 FLOORJOIST 32 X8 HEADERS TYPICAL (U.N.D.) 32 X6 WD POST 3.2X6WOPOST— JOIST.. (sT RLANDING) 3M• 6G PL `OOD 11W LVL RIM JOIST STAIR LANDING I MO RAFTERSw/2 x e COLURTIES C118' D.C. SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN 1AY-1•4r a z a• & 4X6 WD POSTS JO LVL RIM - 2X6 16' O. 2-2X8 P.T. (�, 2X10 PT RIMSWOFL... ,.. —WP.T O.C. WD JOISTS 18.I 2X8 P.TWD LEDGER BOARD INSTALL Ur DUl H.D. GAL BOLTS STAOO� m 024.O. C. QYP) .. m ! O� "m itil N 3 f SfAi abl i DYER BROWN I _ (� i @ Dyer BfO4Y11 SOUCICOaaf AFduUft - One Johnny Cake HM I x New Bedford, Massechusetis 02740 I� PO kh 3 �� Sbot ) j a-- © (2) 2X10 PTWD BEAM ED AR 7 ' /P,O 0 812 51 -- — -- U PORT POINT, MASS. of VA�S��G� I 1Mum X 12 RAFTERS W12 X 6 TIES ®16'O.G. TYP ABEAM I i 32 X 6 POST REVLSIONS ! OVER BUILD ROOF MARTIN HOUSE 32X8 WD POST 12-2XS -2x6@16 D.C. 123 MISHAUM POINT RD. z-zxa DARTMOUTH, MA B RIDGE BEAM TITLE 2X8616'O.C. z-zxe 2-2xe FRAMING PLANS SCALE: AS INDICATED DATE: 04-MARCW2MO JOB NO: 0812 FILE NO: p:\projftWOO 812%)lota10B12-B-1020otdgn DRAWING NUMBER S-102 P7 RAFTER or TRIM 4#6 SIMPSON BLOCKING 0 41 O C STRONG —TIE 0111000 NDIOA HOLOONIN PLATE 1,—r Low . 7 STUD WALL 2*6 P.T. SEE NO11 FOR HOOK ANCHOR BOU SILL PLATE ANCHN BOLT ROOF BRACE DETAIL STUD WALL N2 (mmamKommm) SPACING 2a FLOORAMLING Aw DYER NTS COUPLER 2_16d PER STUD SUEFLOM 2s RAFTERS 7* MOMM BROWN STUD WALL 2-160 & mr O.C. INSEDDED 04 !?1" SUPSON STRONG —TIE 6*—Ir Dyer Brown Soul!Coast Joey or TRUSS V22"UTEE. 3-160 PER JOST =f= FROM ZMV CONCRETE Arct*acts JOIST at TRUSS Or PLj►TES One Johnny Cake HE S', su C 7m 4­84 PER JOW New Bedford. Massachusefts 02740 SS7916L SIMPSON STRONG —TIE H2 ANCHOR BOLT 2-100 0 24e' OC. 2-16d PER STUD =W&IM 7TSTUD WALL 1 uj (2)2x TOP PLATE r SIX= CONCRETE SRO wpm 28 SIVID lummuL At HOLDOWN CONNECTION STORY TO STORY UPLIFT FLOOR BRACE DETAIL DETAIL & LATERAL CONNECTIONS RAFTER/PLATE/STUD DETAIL ANCHOR BOLT DETAIL NIS mm HIS NTS "IS FLOOR UPLIFT STRAP SIMPSON STRONG -TIE CS18 36% FULLY NNILED UPPER FLOOR EXTENT OF HEADER DOUBLE TOP PLATE CONTINUOUS PLATE FASTEN SHEATHING TO HEADER w/ . . ......... .. . . . . . . . ..... ............. ...... 8d COMMON ..... .............. ..... .......... .... NAILS IN 3" TOP HORIZONTAL D.C. -1 .. . , . .1 .1 STAGGERED DOUBLE HEADER PLATE UPLIFT STRAP SIMPSON STAGGERED COIL NAILS AA 1 .. STRONG -TIE CSIS 3611. FULLY 8MC BdRHD 2-3/8- GRID PATTERN & 3* OC IN NAILED LONG x .09OGA S2 PLATE UPLIFT STRAP SIMPSON JACK STUDS Ld STRONG -TIE CSIS 2411. FULLY NAILED ALL FRAMING. i FIELD V O.C. COIL STUDS & SILL PLATES HEADER UPLIFT STRAP PLATES NAILS - BMC 8dRHD SIMPSON STRONG -TIE CSIS 2-3/8* LONG It .090GA REVISIONS 36% FULLY NAILED x < —PANEL SPLICE ALLOWED FASTEN WALL CS'a 3 6 L FULLY NMLED UPPER FLOOR DOUBLE HEADERU JACK STUDS — -------- WITHIN 24* of MID-HEOW FRAMING TO VERTIC-41. EDGE 3" O.C.HEADER 16d MARTIN HOUSE FULL HEIGHT STUD 0 COIL NAILS - BMC WRHD I SINKERS IN 2 2-3/8* LONG x .09011A ROWS ALL 0 MINIMUM WIDTH BASED an 6/1 3" Oc o HEIGHT/WIDTH RATIO. I V MINIMUM 123 MISHAUM POINT RD. FLOOR UPLIFT STRAP SIMPSON BOTTOM HORIZONTAL 3" WIDTH 0 W-O" HKK 20* MINIMUM MINIMUM (2) DARTMOUTH,MA STRONG -TIE CS18 36*L FULLY D.C. STAGGERED COIL WIDTH 0 io*-cr HIGH FULL HEIGHT L-M NAILED 9 4 I'll NAILS - 8MC BdRHD JACKS TITLE t BOTTOM PLATE WINDOW & DOOR WALL OPENING CONNECTIONS NTS 2-31 LONG x .090GA —ANCHOR BOLTS MISCELLANEOUS STRUCTURAL DETAILS ANCHOR BOLTS EXTERIOR VVIM-L -)rltAr,,Nu ATTACHMENT WALL/HEADER BRACING 0 LARGE QPEN1NQ`, NTS NTS SCJLLEAS INDICATED DATE, 044MRCH-2010 Xm NO: 0912 FILE NO: p Vrojwft\WMIZpkftXM12-,*,103piaLtn MAYAW NUMBER S-103 0 Wer Brown r� ---- ---- -- --- - — - __ - '� 4- - - - - - r - - ---------------------------=-----=-�9! i; i i it Ii i i i1 i i i it Ii i j i� „ }---- -----3-----------------------------=----E==__—_—_--_{_—_---_—_ ; I i ji ,I I---------------------- — — — — — — — — — — — — - -------- I 1O I I r Ji JI 1 I L_ll1 1� 1i _IF I I I ---- I i 24.1T i I---- 1 F--- I I I I i I I i I r i i I i ---------------- -- �- ) _-------- I I �Ft �- +-I L---I FI Tl I TI _I I I `��- �--- ir----------- 1 I i ------ - I I I I I I LJ I I I I I I L - - - - - - - - - - - - - - - - - - - - -1 27s7 -------------- / 1 I I ---------- BASEMENT PLAN I 1 I I I 7 4' 8' I-------------'J L------------------I DYER BROWN _ SoulhCmst Dyer Brown Sout Coast Ald*ects One Johnny Cake HE New Bedford, Massachusetts 02740 CONSTRUCTION PLAN LEGEND ® DOOR NIRABERS sEGTHONs6aEVATONs OFFICE ROOM NAMES 101 SEE FINISH SCHEDULE i�O.00' ELEVARDHIGRADE CONSTRUCTION PLAN NOTES 1.) NISSNSWARR S9EFMonpIONiE w GFRIOR A2.) ALL WALL 3HEATHNG SFw.L f7C7EF® FROMTHE TOPOFTHETOPPLATETO A MW. OF 16' BEYOND THE STUD-TO4BO7 OF THE TOP PLATE CONNECTZ AMIN. OF 4 NAILS SWW_BE USED WEACH STUD FASTENING & EDGE NALLED TO EA. PLATE G r O.C. 3.)Alt-0 ERIMETFR EDGE ZONE OFTHE ROOF BREATHING SHALL BE NALED WITH eD NAILS @ 8' O.C. Wr CRQ8S- BLOCgNG WRRMMNN THAT4'-0'ZONE EXCEPBTp@S, THE GABLE END WALL OR ICHE NAXED 04 O.CALLLOOTHERA�REAS1 4.) ALL PLYWD T& G SUBFLOORING TO BE GLUEDAND NAILED 6.)ALLOW III' MINIMUMERMSPACE al POOR OFALLIWiD &D FLOORSAND FACE OF WALL S.) ALL WORK IS TO COMPLY WITH MASS EDSMATE BUILDING CODE 780 SEVENTH ITION 7.) CONTRACTOR TO VERIFYALL DIMS. PRIOR TO COMMENCING CONSTR. &) UNLEBS OTHERWISE NOTED ALL lUULJlKi AND FASTQE BE INACCOROANCE C �.3 (1),FrHA �m SCHEDULE 9.) 2 X 6 COLLAR MESAS INDICATED 811l4' X 20 GAUGE RIDGE STRAPS WHERE NO COLLAR TIE3ARE L.00A-0 SHALL OPPOSING RAFTER A TER 15 EACH ALE 0 FA END OFTHE FRAMING MENI � EA END OF THE FRAMING:H®ABFJi. REVISIONS C MARTIN�HOUSE 123 MISHAUM POINT RD. DARTMOUTH, MA TITLE BASEMENT PLAN BLZ—C CAL SCALE: AS INDICATED DATE 04 AARCH-MHO JOB NO: 0012 FILE NO: 1-:IPROJECTS1OG1O9WotsW812-A-10-BPIoLDC DRAWING NUMBER A-1 OB ®rown�Arlchthtscft� ' I §WSDaYNErR — — — — — — — — — — BROCWo eN----------------------- Dyer st Brown SoIAGosst Architects One Johnny Cake HE New Bedford, Massachusetts 02740 1r-s• CONSTRUCTION PLAN LEGEND %� OOOR NUMBERS i �. 1 SC PORCH � 10l SECTIONSIELEVATN)NS r PAC � I I\ MASTER BEDINM,H Ib \ V�L I¢pti \ T 1�. '- OFFICE NAMES 101 3EE ROOM FINISH SCHEDULE 707 I YWt LMNGIDINING RM +D.OI ETEVATIONIGRADE aa3u• \ I I r N CONSTRUCTION PLAN NOTES l wF\I LA I I w 1.) aoi rs DE"FncF""oir�ERIOR'ivD is�TE�wo"R�T1OPARr"ITroNsceNrazLINE 2.) ALL WALL SHEATHING SHALL EXTEND FROM THE TOP OF THE TOP RATE TO MNOBOHNGEATC6 OF4NAJLSSHALLBEUSEDATNAWN. T/ i i \ F�AbB EONNCiG 8 EDGE NAIEO TO E4 tOB __ CLOSET DI M �1FA7.1 110 rd 3.) A4'-0•PERMETER EDGE ZONEOF THE •W�1 1' ROOF SHEATHING SHALL BE NAILED WITH SOGNAILS ao.c.wic I , BLOCgNWTNAT BOB"4'-0•ZONE L____I -- ExcEPr�THEGABLE END wAuorN YE ,10 �� _ RAIO: B WHICH SHALL BE NAILED 1 � I — 11b ^ i �4. O.CALL OTNERAREAS,2.O.C.. PLYIND -REF- I ------- a.) BEBEGLUEDEDANONA�iELDvoRInIG To 116 V -- 5.) ALLOW iJ' MINIM1NIM SPACE � � FL.AANDFACE tOFIARDWALL4Y00D 1MasTER Bn / r eti 8.) sSTATTEE eluOORK sol� W prl ,�y 7.)CONTRACTOR TO VERIFYALLW }•.q. �Gpj STAIR �,.1 roof (` / PRIOR TO COMMENCING CONLL 117 1 si BJ UN.ESS OTHERWISE NOTED ALL NAILING j ® �'Y- = 41�11ttiW�ii±�'10 BY dL11V�R', ANO r-AsrENBao sFiALL eE IIJAc%';OROANCE i �� Iusm"o SYecFJT9AcW /�(�, MMggg��tlAR .9( WMFIGON SCHEDULE I 1,2 -�-3,F-5.�"B, rl)F13,aFTra,K18 fl4 S.) z x B COLLARTIE3SS ASINDICATED ------------- ------ , d i 11• X 2D GAUGE RIDGE STRAPS ) Fn I Ft ,F,W WHERENOCOLLAR TIES ARE LOCATED 1 �y OPPosMc R�TPED T05AD NAILS V 2: Pt'M Wiw 5 id CwnyAC{. EA. END OF THE FRA-.1 W!l MING MEMBER. 3. ALL A;IA3MRt(AL t 0bW , A1Aw$ UD i \ PiIOJt09 boM-Tb HOT W15. REVISIONS I 6. SrM WA4TING Ir OOMR5 OL IbY D �FI I 1 etldNl+E ORDIEA . -,-' b.t4ca "D.Rtm t7 aos AT MARTIN HOUSE FIRST FLOOR PLAN I „'� MAs%K e0DWCAAS As tw&O' D Ir z a' e I 4y ) / 123 MISHAUM POINT RD. DARTMOUTH, MA TITLE . I --____-- FIRST FLOOR PLAN s S1�CCirtGJdt,,. _ SCALE: AS INDICATED DATE: 04 MCH-2o10 JOB No oslz FILE NO: P:IPROJECTS 12WoteWO12-A-101 ploLdan _ DRAYnNG NUMBER A-1 0 ........... M ,, DYER BROWN Dyer Brown SoWhCoaat Architects One Johnny Cake HIM r -----------------L------------------ _ _ _ New Bedford, Messachuseft 02740 CONSTRUCTION PLAN LEGEND i !i O DOOR NUMBERS 211 I we 4 emROOMa I !2• 4> sEcnoNSELEVAnaNs _ ; I ODFFlCE SEE FINISH SCHEDULE ELEVAROWORADE ATTIC 2 L2IN 213 CONSTRUCTION PLAN NOTES \ a 1.) DIMB48MS SHOWN ARE FROM _ \ I 212 J� �' I OUTSIDE OFACE OF EXT RX)R VJACATIONT CENTS D STUD I CENTERLINE - Fia OF INTERIOR PARTITIONS 2.)ALLwALL SHEATHPIG SWILL EIiEND - \ ------ DR Eh \ r I ,�� C7 w 215 � FROM THE TOPOFTHETOP PLATE TO AMIN. OFIBE BEYOND THE STt8LT0-BOT. OF THE TOP PLATE CONNECTION. A MIN. OF WILLS SHALL BE USED ATEACH STUD FASTENING & EDGE HALED TO EA f PLATE @6.O.C. 3.) A4•-0E PERIMETER EDGE ZONE CiFhIE ROOF SHEATHBLGSHALL BENNM WITH SD NALLS 6' O.C. W1 CRASS- . ---- -- yJJ BLOCMNGWrtX@IN_ EXCEPT THE GABLETENO WA SOR RAID WHICH SHALL EE NALC @a•YWDT OTFIERFLOOPJ i �+fsN ER \ I GO.C.. 4.)ALLPLWIDT& NAILEDOORINGTO BE GLUEDAND NAILED / �.p1f 203 202 Y1FO8 i 5.) ALLOW VY MINIMUM ETER OF ALL SPACE i FLOORSAND FACE OF WALL BATH 21 �i I 6.) ALL WORK IS TO COMPLY WITH MASS SI BUILDING CODE 780 SEVENTH H TION I I. •� I I I 7J OERFYALLDYAS.I POOMMENNo CONSTR f i / i I a.) UNLESS OTHERWIBE NOTED ALL NAILING AND FASTENING SHALL BE MACCORDANC SENE SCNEDU 78CMR10 '---------------- ------------------- \ 9J 2X8COLLAR TIESAS INDICAT[� W H EREX2O OLLARRIDGESTRAPS WHESHM1LL�BEOATTACMEDn'fO�E�A;CENLOCATED I I j OPPOSING RAFTER W/ 5-0D NAILS � FA. EIA OF THE FRAMING ►EMBER I OFFICE 217 ' I I REVISIONS I MARTIN HOUSE SECOND FLOOR PLAN 4 123 MISHAUM POINT RD. o 2 a• e' DARTMOUTH, MA aI -- TITLE SECOND FLOOR PLAN ' SCALE: AS INDICATED DATE: 04MARCH-20H0 _ JOB NO: 0912 FILE NO: P:IPR0JECTV0VO0l HpIaIsWB12-A-102pbtdpn °- DRAWING NUMBER A-1 02 F�. ®�er Brown •�► c^ SN L ET c L€V. 4'PL1C l�EN17j�OUTLET, 'J Cn w cft I T E C.00eR,s - t jj 4 NrincxL»T� vaET BUT E7 4-0 GaAs , 51 41 1 LEA JIIcL€VEL BAFt �'t�A a a �i e+='iRL I Yj i r.LTroK OFT"W+4L1.5 ! - ELEV. ZK. &) ' -k- r1415h Fw)5A W4A 9 T kI Ee.�:a zz.z't _ — _ ` 3 Top op - GQA /eAoE , FV, ov�!owTwlt ( �IV ._.._. u1.— 3`t.Di3 3's,Sf� ��� / / . 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