Loading...
HomeMy WebLinkAbout0007 HOUGHTON ROAD t :- _w i 1, r' l Ii a I� � �,�� 124C2,2�ia? '7 �1n hen 3c) / Io33iy 1-4� LT fk(c� r�i �6 FK lv�n 5AND + LW µCLE .a JMNTQU G1 UBgRALotlaY&RpW � p t CENIFILME LW .A.Tog D) ¢di 7 OANEIFR Ut ROJND LAY palm!) v NUMBEADICUAR LB POUND A-1 FaeITAAmNRLAx / SWAIM Lf LA£AR FOOT/FEET Li A•2A Fv;,Fm n O QI SQUARE LT LOW PRESSURE LNLWAiE O _ GEES 1WW li IWNT TREATER THAN A,ffi iNBf FlOoli-WGBXd KAN C AB MUM BOLT YAA.Ya YaNt111HIY A•2C WOYFIDOf1-E0EEC1®CEpBpgµ a 4 AIR CCNDOgMNG NECH WEN-Own . ACWS A— CAL NFG NMU'ACIURFR XM TSI.VFOROOIMAN AD MEA DRAW NIN NRANN ADJ AORb Q E MIX 9 CELLAEOUS A3B BFCWDIi00.R•Rn91ESPLW �ql ALALW AWNINLRL NO MA MENWG V ANDD ANCOZE NTL META MAC ✓P�naoR'���aa+PUF1 n— ' APPROM APPRMARIATE NULL NDLLM I � ftOffPUV1 Ir— MOI ARCMkCNRK I /Jn N NO T A4 wum� `VJ� BD BOARD NIC NOT IN IN CONTRACT r' SLE,G a NIT NUMBER (� p�Dlpg�p,W M — • _ BU(G BOTTOM NIS NOT TO SCALE BDL BOTTOM A•7 BVIDNDEEOTIONB BRNT RACKET W ON CENTER p❑ OF WTSRk MAKER A•B BWDRN3[IF'ATTONB a CAST BASIN OO OWNER MFNI E-OMERACIOR INSTALLED U CAST R OO ONNER NRROOF MAIN NER WALLED A9- BIpDMp6EyNpNB C.C. �Oc ro CENTER aRo oNAFLow ROD'ORux A•10 D@KBlEYA71]M9 . . CLEAN ILATE CN CONCRETE MASONRY UNR P-LAN PLASTIC LANW A•11 �IIOMOBrABa T W COLUMN Wm PA ELW X12 6ECIIOIOETN8N016'4C OETAID �N CON ECTON n vWND5 PER SOME MCNI A-13 M9tlpR E4EYANNO' . C STR CWSTPoICDOR PSF P M,MS�PERsASW,ME FOOT A-14 tlIBIM1RFIEWTIWID CUNT CO T"US OR CONnNOEp CPT CMKT PVC POLPME CHLORIDE A•15 Rn9GORDEYAIB CSN COAITER SOW CT CERAMIC THE Di QUARRY TCE w COVGRNCROI J T - R RISER S1 MWROORMNEN13— . ONO DEMOITION RAD RAOUS OPT DEPARTMENT RE, RUBBER BASE . OF ORWUIG FWNTAN ME, ROOF DRAW - OA amnsAmRwAmpom MAKER Inn REFRIGERATOR S-3 OM OAKNSON RDNF RENTORO".0) IN OMAN REO'D REOMFED E1 fd6fftaQt WAyt4WAlICBlY110EMAMD PORI3LRLW OR DOOR REV RENSION(S),.E . OS DOi'd MI RN ROOT E2 BFiORpFCODRDUBRAIWiW 6MMWOAMiq'IHITRAN D. DRAWNG RO RWGN OKNWG E EAST S SOLTN EA EAOI SC SON CORE . EL ELEVATION SECT SECRW EN A, WANSIM JDIM BHR SNMER - ELEC ELECTRICAL SNT SEET EP ELECTRIC M" SW AL' SW �'TM INDEX TO DRAWINGS EO EWK SND.1R EBUIP EWIP SN 9R K Ei1ET EXIST.(E) ERNG SPECS SKOFlCUS EXTERIOR S EAT EFIOIOR SS STANDEESS SE1FCL - SRI STAND TEEL FA ME LO AIARN SR STEEL . N M [RAW STRU STMA MICTU - - M FIN E%RNOASHFR CMIRET SiRUCi STRUCTURAL FlN FIR LAVISHED FLO00. SO SQUARE M ME HYDRANT Si STONE - FiN F R(ED) SUMP OG SUSPENDED O41NC '+ . M FLOOR SYNN SYYNEIMEAL FOR FACE T N IFOCT FACE O CNIN i TMM L�. FO FACE OF FW191 TC TM 6 CLRB/CONFREk EDM FACE O MASONRY TEL MOG II AN - FO$ FACE D SN(I T&OMA -0'MO GROOVE FT FOMING T) Mit RIP O ASPHALT . A FTC" FWRD( tERE ELI OPIAtE fURft FOLSEp(NIG) N TT,'CA,ON TM ,TYPICAL . CA GAGE GAUGE CKV CKVAMZEp UL MESSMDERWERSONER LABORATED - - au L CLASSIMESH MORTAR UNIT UW IMlE55 OiFERINSE NOTED Or LAM OlE IMWANED Or GYPYJM VCi YER CONPOSIMIN THE CW3 C1P9JN BOARp VEST VERBCK RUML WALKER*.W ee NO MOSS®BB w VE vOFY NRFY N FIELD HC NMOCMKD Vi NNYL 11LE NN. MCLLDW METAL SN fAp®9Cm1 NOR Z HORIZONTAL W WEST' - NFL NIGH PRESSME LAMINAE W/ ON 8A11a86ffi HVAC REATRIG,YENTILARNC @ WC WATER CLOSET AIR COAITO NG Wl N\TN . NF GOOD FLOOR ID lll�IN MINES)MAKER W/o WTNW—ER WSTL WBUAiION NP WAMM(W IN. WIEAIO2 WV WOW VENEER WSCT —SCOT ARCHITECTURAL ABBREVIATIONS ' oRAYWR BY• WRR.A41N.ME0 ' LggM®" }SEPTEMBFR.2000 GENERAL INFORMATION wa��R�wN.•Am NoIFRB 1 J�_ O Y OI O V 10•e CWFfkEfE SCNONBES A FNF OUTDOOR SHY WER,9TNR, 6 11P. g AND IANDNC- N,s'-0• ' El(IENNi CRAOE 6T-P BELOW GRADE $ REF - 0� 9•REINFORCED CDNCR FOUNGNOUMN WALLS- REFER - ro sPED81GTDt6 a'-o• 7-0' Nd 27d 3•NlST SVB ON ME . J,•) OB®IALOg9WlIL4WNOIES NNIINLUS IEAlI MO— COND0ILTOR SHILL rAN9WE�NgxSEtf IATM 11rt REWREMEM Or ME COMPLETED WOKE N ITS FNRREIY w 4'-0•BELOW IDNESr I AND PERFDRM ILL'—NOT.CURRENHY N PU . 1 ADN4FNf GWDE III COMPLETENESS AND ACCEPIAOM Or N WORN PRESUIED Cro BE EriSIMG v P,OLL OMENsw IN U. 4 �S b OB9:RNE ALCiADRS A'D SnLEIHES AS!DIED. b W 5 III 3li•%30'%13• ON OWAE(9DPE WT _ FOOTNO DRNN TO ON DE) DNENSDNS SHOW ARE FM M FINSM UNLESS NONE C J CCNC H y o B OTHERRm R El- I-- g, BFAY POCNEII DNPLE PLOOR_R -91 JNSIS ARM III L=RRS ROOF .y.«. .... b IjI .III W/WNCI✓ETF SPRW 9 R _ Ij M NC(CNIPorS ROOF , EN1 END, ' �: RrNmu3 Phu i U3 LM, III (3)1-3/e•x 9-1/2•LA SNUTu�Ar EACH SNEIm TYPIGL Md ��� fLOgl BALCONY�/L TAW III tw R.E. - CONFEiE F uxwON %U 5 Y-SJ/a• -j: �CONIBIWUS IIj '.� �+ SUCTION AT BASEMENT WALL ! DEEP MOW N1 24•%12•CONMNI is as ' i 1 R--.I'-o• FDONNC MIN.4'0' �. :y Iji ME LONIIT ODNDENi A (3)I-3/a•%9-1/2• j A) -I' C 3•CONC.A1B LW MR ENRRE 3B'-0• I gYEN%1N INNI41E0 § b 5 0 I/Z. A SDID 9lOCYJNC A -y�- t'-O•Dtl1 SW X 1 —� SRR LNEY COL P WITH.10'%AI•%12• I W/CONS( SPREM FOOING,NN.1'-0' .# DOUBLE f1.00R JOISTS ICI fO011NG(UABES RODE (S)1-J/a•%9-1/2'LW BLLCw ME(FOR \ �:� ABDVE C0.4RES PARIML' I DEW END) DECN AB.1) _ I " 1 f ZND FTOOR — 9MPSON LCC 5.25-3.5 — WLY COLUMN POST _ COHNECIOR eESM PocrD:r 'I —ou nmR JasTs ` RUHL Wa.KER ArcnlreGa I ABDNE GRR srm IjI jL. DORI WAus naxtiyom.N S-1/z•(OUISDE OVUETER) I (�RCl1D0IC CANEIIk B _ i e 7AM ° uuv coLLNx O b III' jII AND M R arA,nwae I I�eEA11 AFDVD (�1-3/4•%II-)/B•VA III_ CONINUOU9 RDNFDRCFD ' TT10Y WNCREIE� IjI. (a)1-3/t%9-1/2'M jII MD— �A 3•DIISf SV8 ON CRAG( SDDlGEF.MCC I CRAML SPKE SDO N/ IjI OPmu ONJPFR("., SAL Rx%E 3 IAGIDNS I ) IjI Ij SIN PoC 4 rA� -4L N9l(2) In ANCHOR mz NORM b B-0• a'd 7d R-a• t7-0' �. B NDALE• as xo3Eo A) 2!d °RAwN BY• WR1 MAu NEW § R1816A13 SEPTENSEN.MOO c FOUNDATION PLAN T6 aR gSECTION AT BASEMENT BEAM rA FOUNDATION LA All l °. 0 Z oa 0_N. l A W-T 6-V S-7 -0' 2t4 WIDDON IN3EW�141WA:ICYNDI@ oo ] �RE 11'-2 1/Y - WNfFAf:IOR%KL FMDUARIZE 81M M THE RFDUf1ElU15 0 iNE COMdEIE➢pORI(d US ENTIRflY MID PERFORM ALL WORM NOT CUFM LY w KAM COMRIOTOR SNALL mu,THE EMTEM,ACGdM.Y, , 7L CgMUERIdSS-0 MCEPGBIUIY OF ALL V PRESUMED _ TO K EIt511NG.WiBY I11 WffN41N5 d FFlD. I b ® NMC II Ia III I II S I ORSERJE MICNMEMI3 AND SINMEMM M NOTED. O 14 F 0 O I I d d III .J I I B I I DIYENS SMOAiI PRE fIN6H TO W!®1 UNIE55 NDIED Ii E W III Sal D II II - EIIIERIOR DECMING.GUARDS.AND POSR to DE CEDM2; �>S�.DEA16 MD-STIBNGEAS TO M PRESS E-ERFALCD """ O III I I I I B ALL NIN90W MID DOOR NFAD GASdGS TO MSN EYCEPf f' I� - - *M NOTED. A AI C I� Y-D• 7'I Ile I A6 ® B b (E) m — ---- SI PAtlFRS AT 6 i4 I I '° r V.R D E ° ND FLOOR O RWWG [FpUt OFCIDNG ON P.T. LJ C 11♦ \ - MOOD SRiLCNRE 1 — --_-----.—.—— - S4 K-V I \ I CEDAR SIFPS ON P.L.W \ \\ b I STAUCRdE A I I MtML WAUGER A,.1Wd cb AN FLYM UP nR v Y I O e Cp CM6DNG M.M♦ ./ I L PN/1R//l10RA°H I D APPI11NCf5 M NF1Y - A10 E CWNlERIOPS,M. I � . �.0 . REER6. NI \ I I 9 i 4'-5 1/1* 1 r-R I/f WORN 14 ORAYM BY. p'fR.MANL MEB P)&EP ]SEPTEMRER.2Om A9 G - FIRST FLOOR PLAN R - 9 , R A2—A 9612F-aBArO 418�0 110l09 an Eii , r a JI aFig r Q71 I I I a I I / II . l M—OO - ----------- - --------------- I 1 I I � I I ------------ I I I I i L____ AM BASTA HOUSE qq m O ���g � 7 HOUGHTON ROAD § QQ yy r I a HYAWS,MA a 3 - LU <I �? QIZ �e � o Q C� Q oo EP C V Ea V ' RHiFtI®�RAtifglM _ b V EP E1d01¢AIIEW 5151EM 6 Rl CDNFl]RM ro f.DVEANPG WOE REWIIREMM. SYSU COMPP4BRS PN NM p K ORE ONGWJIW)IG MLY. - L6 O- - O RCPER ro d0tAA4WiK P MD Se6ro.PVN. %E O i e GNR LX MR EllYA S ➢R WN —-- -—-—-— — �t I L] i EP c-P EP 74 V v G Al . `r I I}--i�-•I� a RECESSED CELLYIG OGM E1%ryRL ®® --t--� nn v �cEssB cEnmc uart RmRE('pEl kODA]IDH) { 1�.' I '•.]U u w SWNEE {Yt - MIRE g 7 ell ®C . -M H MIRY R%IUiE _ YO L� I t6 W SWNCE I. V F%IERWR MbV1 SWNCE ' I w MP ROORESCENT P RE E N. TAT q I 1gWRED EA—F. W 4 I I I O S QRWG MWNRD SeOXC NIAY RUHL WALKER A a~s I n�caeoae se,m b I B4uk NA O7210 r en.ansesR . I ff, 0 0 N e anxsax PARED PL ny O SORT RM WIN p NETS:FOS ro � EI,AT ON Ntl I w 7_y . ROAkE. v9•=t-o• DRAWN eY• WIR.MAN.MEB IB6UEa 3<EPTEUBER 3➢W FIRST FLOOR REFLECTED CEILING PLAN Teo „mwa . A2.—C ° g 41 J C I Jf'+o 0�'1 G �-I dl,r�wtrt O o A Q V(/ A A9 CGII 6 I/Y 5.6 I1-3 1/2' J-0' 6-3 1/Y I.P OD 11 O[NFR.Y CCIL9IPoCFlOI MpM$ cONBV Oli OF NE I—W L; T EmnRErc w BASIeNDY 1 I Al J I L CO. [O - OD PIRRALROR%MC VMTY THE M M,PLCU , ® O ! !! MMPLE 155 MlD s EPiABR11Y OF ALL 100IRK PRES M TO BE MSJRID.KRIN M aNENSIO1b IN Fla.. O �' -- J L I! oBSFRrE ALIDNNENS MID S11bQiRES AS NOIFD. ! 1' awwsloes W.0.9E iRINI M fV85v UNLESS WTM I" RNBIERO f SI' C—CL— B IAB P -0J/6' Y-10 16• ' '$ iz '! ( / I! ATTIC AIRS SIN I / VIDOD DECK SALOON/ III bB\o Bk10x / A UY'Yn o�BaCnStiab AB 534 /� gyp' ME wDE OR--- -- Y-0' `� \ // p BoX MaSSaVhUS@ Hyannis, 775-3344 �Y'-P 1'-C S-e C-6'Y-5 Ye Fax h08) 7Qo-626� N 5 o o R �b (-11/2' 11// A15 SM I \ !! 6d E AAO N/81R SOM !! SS_PA15 6IR ti ! Ala B LTCIFR-CABINET -------- -----— —_tr--f}r- !! RCR6R1tATOR. I -bt I P3ML wALIMR A-w-t. L A IiI DN IM --�-- Y BOael.. V ! y f 6tTJASDN I! B ) I Cp ! III ® ! ! AS IL J I3Q1 OSR 1/-(N.L DECK). NORM AJ a— I/C ppAtVN BY• YlTR.AWN. B 1BBUEP SEPTENBER.2000000 A9 SECOND FLOOR PLAN PB��Imr7d' ,1DTwB d Q3-A 9812�•3Bn�p 9-IB-01 IL�SA2 on CSC R +d� II II II I II II • I I II I I I I II I II / EEO O II M / 1 0 I �i I / I / / I • _ _ I II I I 11 I I II I 1 II 1 1 II 1 I II I U y - 7 HOU6HTON ROAD O� Dp HYANNI3,MA 1 Zm ;®9 o� 0 o 6 Q Q E F oo WmWw WINDDW RFAlit®l9LeNf1ANMi� o I -:� � wore Ataau mmv s TD WNfORM ro WWaIUA; WOE RE%IIREWEWR. S1 o WMRONENIB ON 1l45 — -----�t---'---- — u I �' i� _- L — -----'-fir u�vnvunnc oxL U awwlrx ARE or. ' Ti ED{A) E01a) — ca cQ zr z-o• N �LI AEFFR ro ONCWAIWBIC PoWEAANp AWfCHNG RWL. MIl B) FO.(B) Y-0• WIEAgRMs. ANO E%iCfiOR EINAiWaS iOR WAIL L SWN I j lt� U Il § �'(I LI IL, III U y EQ EQ LI RECESSED CEllRL LPIt rIXilA4 U RECESSED CEWRC LICNL fIX l(WET LOCai ) ' y U WALL SCONCE L] U� LI RENQ+M n—E U MNfY fMRE . 3 EQ EQ.ED.EQ U VaHIY YALL SWNL'E U C%RPoDR WNL SCONCE LI 1, U $1F9 FIOIWESLWE fIxIIA✓E LT U y , E ) _—_ - -� � FUISN 1SUME0 ESN.1LLSi faN L1 Y y E n E6(9) O(C)EQ(C) O S4 CEIWC YWMED SIAONE AIIA4 ROHL WALKER Af.W—b ..4— vaca�eo.r U U �. EbYWA W DY10 r ensmoeea a s y u u RRApy. WR ED ' 3 SEPIE ER OOO SECOND FLOOR RREFFLECTED CEILING n � 3-C I I I I � I 1 I 1 I I I pp I I I I I I 1 I I I I I I I I 12 5 I p 37 1 v 1 I I 1 � I I I I I I I I 1 I 1 I I ! I II I II I 11 I II I • � II I J L__ ___________J /{� S o aa � o G°aSTQ HOUSE Z g _ 7 HOUCHTON ROAD ! HYANNIS.MA i .� of a I ARCHITECTURAL ASPNAET = SiRNAES ON UNoERAmw O �Y ON 3/4'CMI. M MO AND _ ICE M WATER SWELD AT All I, EOG6 Ga/� • (2)2%B COLLAR TIES 6TIH 2 v A♦aE SPACER.TD BE E%POSED/PMNIED- SEE REFlECU CEaNC PI AND . [•'---_-__-_-- PflS6A S-3FIItLOKTM V11 11 v ----- ------ (3) Ax6 P0515 AT CAGI - I I REFER m�smUC�N°R�xA- I •11 ___^ I A ORt1NND5. . ____-- All FAMLrR00Y � � rom. I I I . L____ jI ;I soNIXE mw DN TWEMI ON 1/2 WM.TP. $ 0 I S, S h I , I Sri I I I' 1------------------ I I I .. ___— ___________ ___________ I BUILDING SECTION-LOOKING NORTH I • ___ (2)CBMNG.IDKiS. ' 2%6 TTUW AT 16'O.C. __ REOIORED AT STUD HEIGM GtEATUt T/WN I SHEAR WALL SM B E SE OR [TE nR- --���-_ ANP A11 SEE LADIES ON A/A1 RML WALKER ArCMf s -------------------------------- I -- - -- ---- ------- I i (ACB EK/f.Wll 9-I/2'L$ro ________ _ ___ __ _ ar.mmAA r- ----'3 - ti n AT r fUNtwC w OF nAwxtu I zxa P.i.aw.xawD BDL1m `--- I ro SECOND RLWR I I I I (z)I-3/A'x s-I/Y Lrl. &G(BAND;PROVIDE JOIST j HANGERS- RESER ro I = I 11 WIILpI OFLW�M®wi COw.sOi'° I STRUCTURAL DRAWMCS I i(4ar S-0' nAwwELL AT SEWND RWR DECK LEVEL • GIYANIZED POST/BEW L-_______MA PR- --- ----------_----------- _ NO IPPIRU BASE AT � �. _ ____ nA6M'ELL ' I' (3)2x10 P.T.SFAWS- SEE PLAN Fiat 3PAZ SEMEN AMA I P.T.MIS i i '"'g` �'. i _____ (2)1-3/4'M 9-I/2'LrL, I ---- 1 C.CEALED wlMw FwAD,*3 I b ___ ' ; 1 WA z a S AIRWu- LWS SCALE. Ile-1'-tf I I - i •-"r_ I uusT c°mwuE ro wALL (3)2%ID P.T.BM- mBexc a5 wmraim Br wuwl+ay. wrte Auu IA¢e SEE PLVL fOR SMwS I I I j A- 12 1 DASHED LINES t 5 B R 2000 BEMEFN 5aA-CUBES 1 I y _� c I a SUILDNG SEE GENERAL NDTE ox SECTIONS I I I .i.:, FlAn HOOF FRAIgNG___________T 1__ __ ___ :..._: _ - XEAOERS Al INIFR%Mi - ••..-: -___________ 'tee.•••. -________J a• �_________________ ________ ____________ 1-CAD-SEARING WAILS 2%6 STUDS AT 16'D.C.ti ILLS i pOgppo•.-- WNL- FTI6T FIDOR WILL ' DOxsTRuclMw m..u":rN., . I SUlLDING SECTION- 'KING NORTH A 6 V�- -D' m..w mm..A w.n....>.. 9612N til��a CST G C P 9 r ®_ v_ G) n O p T r O w� o � � R gF pip � e go Nil; O� � il g S GRA ' I _ I II ❑ ❑ I 6-P acix 6-V aFut I I iI ❑ I ® II I ❑ ri I �� II ❑ ❑ I II I I II I II I I I I --- I II �� ® ® ---------- I I i i - Y.6 I ❑ I ® F I II / TV I BASTA HOUSE II II it Y u — G p O 7 HOUGHTON ROAD HYANMS,MA 1 k 911 � 9Bt2n->A. 5�2 on FST ' e_ 5 � o . ® z . G) m y o n ti m 0 Z Z 0 O . R O e� o rf2. N O � 1 x oozgj � �? VIM to-loo/- I I I I I I I _ I I Yj `h rjt, af;.xul I I I IV fii_ I I I I I I I I II I I Li P II aA I I I I I I I I I I I I I I II 11 Lr--- I I I L___ Imp 1 �0 4 as#� o QS�l Q HOUSE SC Z d (D �� 9 g 7 HOU(3HTON ROAD ! HYANNI3,PflA J seize-emo s- -w unazs d,csr - M a 1 � m r m m 5io 10 z n 1 r--- ri I I I 11 r--- II II ILI I I I I II II L II II II � II I 1 I I 11 ® I I O O _ O I I I I II � II II 0 ii O I F--- r-I II I1 II II I I I I O II I I I I I I I 1 I I I I O I I I I Jog I I I I £ 11111110111 ri I I I I I I I I II II 1 1 I I O I I I I I I I I I I I I I I I I I I II ii ` g 1 I I i I I O I I O I I I I I I 1 I 1 1 I I I I C-R I I I I r--- 1 F--- ' lJ I4'-3 3/6 N/-WES NARAUCJ g � a g 8 a w S m r 9 a<g 9 z 7 HOUGHTON ROAD fill (a 'a' HYANNIS,MA a a 9812n-9e�p 9-IB-00 IU16S�an ESi W o O � r m z _ 0 w z ft--- I- --- I I L F r--- ❑ O I,1I O I I I ❑ II �3 I I O I I I I ® I I I I I I I I I I I I I I II , I II O II II II LJ 1 r--- EFEM , 1 I I I I I I ❑ � ❑ I I I I I I II II I I ❑ I 1 _ r--- I 1 i �--- I I ❑I L___ I I I-J 1 I O❑ I I II I 6 I , II II r I I , ' 1 I 1 I' I I L ` 3 1 I I 1 ® II ♦ / II II II / ! I I I I I 1 I I I I 11 II II � I I I I 1 I II jl r I I f I I I II I , I II I I 1 I I IL LIF I �Z o ASTA MOUSE 7 HOUGHTON ROAD 5 N HYANNIB,MA i a o� w z _ �s 2%s CEDAR CAP.ETK2S ROIRIDED NW 1/B' O _ [EOAR SNW41E 9 TMK ON 1/2' RADIUS 1 X t CENR TRIM,MODNTTD BOTx IDES OF A CWRORAIL ACE NIN HELM.WL SPDIgfS 3%2 CEDAR SRNDIF 15/16-Y Al OAF BETWEEN NEWEL POBR,J 15/I6'MAk CAP 2 12 CEDAR—LE BEYOND.EDOALLY Cal SPACED BET'AEEN NEWEL POST,MAONIUM CAP V 1-1/9 X 6 CEDAR 71K 1/4'04ERWWG J-I6/16'-SEE EIfVA— —ogr DIDSV7E FACE (r—� (2)2%10 P.T.BEAN FASTENED N AM 4 X 4 NEWEL POST BIMND- co P.F.PDSiS AT ENDS SEWt I,BDA,DA1 VAC I/4'nP S zz" 00 BEINF S,BOeADS-DECK, OL95 DMFR SIDE, . BUTH SNES ABOVE DECK OVO]DE gllY - BELOW DECK 4 2 X 12 P.T.S .Elt MSHNL,ONDEF SHWCLf$.WOJ OYFR i0P W I%4 CEOM iRIN,MWNIED BOTH SDEB OF _ LEDGER 2 x 2 CEDAR SMNDLE I-i/t'X 4-CE110A DEC I%A ODOM DECKIND EXNROR SHNVER,SEE SPEC61G11gVS. I-1/4%t CEDAR DECKING 1/2'0 BOLTS. 1/2.0 CARR.BCE BOILS.EOWYLY SPACED. !%4%12GA.CALV.AN0.E5.1 FPLH SIDE AND BAITED TIWOUCH DECK BLLY(BMA WRH OF MINGER. RECESSED HEAD POCKET ON FRONT FACE / ..POST ON SOIUNBEB(BEYOND) ____ %AND W PUN _ _ 2%10 P.iAIDGER SWPSON CBS 44 CWNN STANDOFF 0.6E Al EXkI POS< (2)I/2'0 AAWL LMEA$NOS',1 PER AHXE 10'tl 4-T MTE 50NATU�POST; tlll.!'-0'BELOW GRADE 10•tl 50ARIBE aT FNN SIRWLER. HAD P.T.BEW-SEE SIRUCiULI r BEHWD BOTTOM RSER -------------- CE0.AR SHNGLE SID 0 -EK ON 1/2' SECTION AT TOP OR OUTDOOR SHOWER ® SEC ION AT BASE OR OUTDOOR SHO ER TYPICAL EXTERIOR STAIR TREAD RISER TYPICAL DECK GUARDRAIL SECTION I Y-1'-0' FT 1 1 2' I•-0" 1 2"-1•-0' b 2FT 1 1 2'.1'-0• ii I II I II • � I II A 1 i II 1 i II I II 1I i I1 Y \ I II / \ I RUHL WALKER Arddt-19 / I I mmorls.N II a.n%woa2lo I I ♦ma� I f r Btam6Bu -- ----------- --- ------ I I I _-_ OUAROPoNI.34'I0N ACED WEEN . 1 I EBWEl PoSS.EQ�Y ma LESS i t 41. II 11 El II II II II II II I 1 mAls As NOTED II I I oRAwN ar. rrm.w+u.u I I IBBIJEP 3 SEPTEMBfliLl I �jQjl, II II t II `g I 1 .DECK. ---- ELEVATION/DETAILS I I I I PORCH DECK A STAIR ELEVATIONS A10 j t NA&RAJN 1'REAR—14 n n(I p uul <0 j. wW:HiIECNPJL ASIP.T SH�ItlFS //////�� a 0 CIEAIED DNC-COALED WPRR LIP M4YNC __ _ 3/i'COX.MIDPIG PAPER iu E GMmo EDGE 4 FUU.1 AORRED NEY9RANE om MR) I a D WATER�SHEIL YMI136' E IERD UP O �2 i IEl®FANE 10 3 AND OVER 1 UP RDOP UNDER 4ENGlLB.M. PARAPET,Bt1.OW RASW& t%3 ON I.ME I S C LINE Of Pw 0 fkYOND I RNN(SHOWN DA ) I � RA41wC AND c.wo USHNC Ai con.o.STEP nI wG mm wmaim, INTERSECTION DOUINERMRHIND To w TOP Vo E I CIEUED ZRKtO.xim COPPER CAP I _ �^�� d CONDNUOUS TE➢DER I RASH I t'CFJ)AA Imo+MD1 NETLf co BR _ I urrt aOptwG 1 - 1.RANE TRW To r - FA W GUTTER(RARE GfDM sHFGLEs ITN 11Yi1f ON 1/2' I sHm D wD) i d ax I �\ - - I B+ETt[�4pn RsuunaN jlo �Q ' I ALLaR ARSPADE.Ea+1EN1EP I r� ( raAaR-(z)zxt0 I 1.4 EaSEBWRD ilex.T41. ` I I I fU -D AT mmDoN NEAR,M. I I I I' I I CEINNC ERA m-.1 AT W D.C. I I DORMER T BEDROOMI t.t z•-t•-o• -I I I I I . MMIIECNRIL ASiP.T SNDIQFS I' I X CEILING SiWP%NO, GWB CENNG 7 SEE SPERILA1NUbON 3/4'CD%. - I 2 X TO HUOER-wk ENONEER TD V[AM I - UPPERIUa�MSHRRE EDDE N RUN VEUBRNXE�WALL M.24'IElOW I FlA91NG,M.AT WPIWW I . - CANf SEEP NET.DRIP EDGE I KE AND WA1FR BINETD NON Do' ' UP ROOF UNDER SHNCIES,M. I Mf,PIJNIED NOW I I I t X♦xTNoow CA4JaJJE,I I I M 1 I elDgarK _ I I 1 1 UnRAL IIlAO To"E DR ""'D AWAY.FROY TOP OF WALL'"RE � I rosNe¢ 1 I r .\\\\ S __ (2)1-3/r%14'LW WIIN 4X4 POSTS FACN END SCUDLY BLOCKED V ROIL WALIIEt AfaVte fs ROOF DETAIL-MASTER SEDROOA9 � TYPICAL PARAPET E PAR PET/WA L AT STAIR ��tDD" —, 1 1 z• r-o' 4 1 1 z' r-o• 1 t Z'-t'-D' CFDNt SHNGLE SOK AS sHOAw i ffl=dtbR 1 OVER T R OVER 1/2'COX. I E11]Y®W4 . j I 2 X 4 SRM WALL WON&n iNGIMIx)N-'HN 1112.5 DORNCP ROOF BEYOND I PRCIEiFCNR.ASPN.T SHNGIES oN UNDERAYNENI ON j 3/4'CD%,M. j CaRi1'YENRRWE.ICE W WATER SHIELD NUN W UP ROOF MR SNPoGEES,NSH AND COUNIER H AT K4RING CONDITION PDR COUA4 TES INTERSECTION i ON KAN FLUY ADNERED YEYBTNNE ROOF OVER RIGID IMS 71 N OAPR FULLY ADHERD NERBRWE UN MID oWUTKN UN 3/4' 3/4'COX,UP WANE QtR I COx.M. N1A9NN6 j (3)1-3/4'%14'LW VITH ENDS - j UNE OF PARAPET BE1➢IN WPDRTED w a P)m SEAUOR BETRER NEmIMNE ANDnu�DUNG ( Mi.PAINTED WOOD CONCENm Wmvx ww35 j T X.Eau.M. . 1 X 6 WOCp TRIN DAn wGUUiroN w RWR BCcAE Ac.NOTED CLEATED`.wDRIP ElMF INO IN RJO aY. Wnt.NaN.NEB _ _ _ __ 13 SEPTEMBER i000 S am 9NS DN M4%ON I g I a SECT ON j 1 CEDAR RW TRUTED SRL.M. DETAILS ONLL Y A J'PROJECTION Ai j fANIY flOOY ROOF �1 SMER.nR, d j MWffN=DM AT WAG'EAT GIRACE j MINER TO.LQe(2)2%6 ANtQgR[I01.15 W SML STRAPS MIN j i R��gM>CXd1 ER191(RNE ® RAFTER/®EAWI BETA L YPICAL FLAT !/E SLO ED ROOF/PLAT ROOF CONNECTION A TYPICA BALL SECT ON A l l 1 1 r r-o• FT t z'-r_ _ o• 1 z'- r ,r. _ o z PNNTEp @Rm1 VENEER 1/2'QYO VM Q KM .FOGF1AVDEO. WE - O = I.v 1 PNNIED InOW O PNNIEO PoPLIA ON NOR. CHF MOOD FRAMING, TRw,ttPMAt NDT SHOWN. Z 1 x{PNNFEDW000. A iRw,1YPIPII NO DOOR HFPD J/1"CEDA4 ,/2-E �. B'-0" I v<PAWTED WORD PfF ON TYVIX OX 1/2" OBY,TYPgA1 POC%ET ODOR JWB —+6•-0'AFF a - COx,Tm. xR - K�ro I I REuwABLE nDP. 6iRUL1UR/E ORATO PAwTED EOUBIE I I I RENWABIE PNNIED v 11 N(ED.PNNTEp,HEIR WBN HUD MAL ED. EO. MENT JAMB. I i WARDROBE BAR SEE SPECMT-S. I I I I a N-ED USN BOON' FiA,NBIG QQ TOP OF FLOORRIG WIERMLS TO BE I-1/!'CFDM iRIN. ELOSN;i TED N i0 BE LOFAIFD - - BENEATH CENTER p< NOTE: J41B DFFNL 6 POOR:AS INOgAiED. . YN: SwIUR AT GMACF ppOR TYPICAL CLOSET SHELF � GARAGE DOOR HEAD � TYPICALDOO HEAD/JAMS 3. IFf J'-1•-' I I ------------- I I I I 1 I 1 I I I I I 1 I I I - 1 I I I E SMIWRFS I I D.ER TM MR____________________ -w_ _ 1/2"DOK 11P. 1x WOOD 1Rw AT NARE AND S6 C BTOLNGEAND __________________ AT lxNBZ01OAl BEME CRODIE M lw Bali INSTIL w EN0.0SLRE Rock Yw P.10 U1R, NERS Ai � gE COR 3-1/2'%9-1/Y PAPALAM C____ __ 'j '? OVER 1n'C. 1-1/A'WODp TRIM i 1 x cEBwi4 iXIY RUHL WALKER AxcaFi(t-fs DETAILS AT EAST ENTRY NOT IN USE CANTILEVERED STAIR LANDIP9G ,A°°°" 6' 1 1 2'-1'-O' 7n 1 2"-1'-0' 0 6' Fi T WIli18@B2 _ - r enmamq' ExTFNSION JAMB/BILL T". i-1/!'C@W�44 CPT.CEDA BACNBINO°WlEOFOq°N 1/2.C CAN U4 ER-SEE 52R00DNG 2 BNX9ANB BEAM-ENGWEERO(S m M m)a 5 1C IIBNt RUSN 61TH om TOP M9 8°AlE 1 1/S-1•_P 1/Y CO% (B'VG BO115 AL BOTTOM OF iHBMWI x 1 CEIYR BBO Ai m OF FTASHING.OVER TOP FILE OF LEDGER GROOVE SDPIC CO ONDDU,UNDER..DfTNRE_0LD IBWED IJ,DGER,SIIPpLY HWGERS 1%1 CEENR DECRINB,xNSN p AHON iO ICN SNNG m SEE ELEVAMN PARS OF 5/8*M BOLT,AL 16'on.M SECTION DETAILS D1R lieu P-TIEDCER WRN Fl1 NOUNFED P.T. AND MI$C.DETAILS J061,.SUPPLY HANGERBAM BEYOND,iWIG1l HAND G TYPrA AT WNBDW ANDHWS1%cm TRWjfk' ® PLAN DETAIL TYPICAL WALL EXTENSIONS MASTER DEDR008M9 CANTILEVER DECK EDGE DETAIL SECO D FLOOR DECK CONNECTION !/11�� 1 Y-r-o• xFT 1 1 r-o• z1 I z'- - mx+.w>wo W....,QA.ax.... • 211r ,5 i5 I 1.1 It z SWRER WRTNN SIOM ORRFMI ro SUftROURdING,PALL : y : ;:' ROD;PETER TO RW.REFER SPEL6IG . SPEMEAmn -- ++4-44xER +-1- z sroRaEs ArD, a NIRROR -i-i'��i-i-i-ii"i-i-i t+i i ice+_ I OANGED METNER PAINTED i-i ii i--i-i-i--. CAS SINS AT - i-+_FTC- I ON A SM0.E CMER PEAIE;PETER ro PIASTER -'_�_� '--F--� -f-' NULL- SHMR -Fti-t-Fi-i- 1'.6" S 7-6 7-a' SPEC61CAnONS NO VALVE, - - --i- .0 CONTROLS j A A ALSO AT OPPOSITE F i-I- - u 1_ +i mEL sw -i-+--H-i-F-FT ' -- - PAPFA NSDER Y 1P V - j' $ CAST IRON NR: GST IHOx/UR: a PETER FIT REFER TOA ------------- _-/ 94OPifAmNS SPEERYAmNS BATHROOM 2 1208) BATHROOM 2(2081 BATHROOM 2 l2®8) BATHROOM 2 (2081 iR i 2'.I'-0' swLAR auwR PREFETNE CABINLI; A. C D EFER T tl REFER I TO At5 A15 ' PREFARUTEO.RECESSED, NEDYINE GAOHET;REFER _ __ ____ m SPVRTEATMS ___ __ ___ NaNER WRT. -r-H-i-# SINTAFR CLRTNN AOP.RSFR ro _--� � -_ 1'-1• I - - -- ' SXONCR ER 2 mmxEs AxD I -1-; -- -- -- cRmis `PEcmUTux 1:: ': I }--f ' -` -4-�-♦• SPEtRcawrs POWEnlGiaiixxrn 't'=t) ONASIM CMIIt _'_'_ _rrr�__i __� i=i'i-i_'_i j lY6 l6 Y•�'• __ �_i_i_ PLATE.REFER 10 CT-I i i i i R-1 SPEEMFT.AmNS --- -- j i- « _ HOLDERPAPER '+_ Fi-±- t1- i SIDE i-i- OF VANRT—NET �I +§. -- �-♦•-�i-i-1-f'�i-i' ---«'I-""« b EO. Ea - -_4 EAST NorR TUEr. EAST—ns: REFER TO REFER ro — _E______________ -_____ i sP[clnumxs mEaE,aTUNs W Y.R Ea E0. S-6'V1F. RIML WALKER AmWpvte MASTER BATH 207 MASTER BATH 207 MASTER BATH 207 nAmm..eo.N `�. AFT I z•.r_D. 77 �R MASTER BATH 207 mrA-=O z•_r-o• r maxessx. v e1TRoaax6 I I I 2 NECnEs- GNICED TOGETHER r ON A SWSE CMFR RATE:REFER TO PREFASxU.TED I j SPEIY,GnONS RUE�S�SNroCA➢NET; j EO ISO SPEC51UmNS j �j � A DcntB yr.,•_ET tF �. DRAWN— NAM NFR SEE SPETHmT S 4 u I] mat1ED 13 SEPTELIDER 2000 `OR PEOESTA, 5 LAVATORY I PIPER HOLM s I INTERIOR I ELEVATIONS A r I I 16 a HOT IN USE ® W.C.908 W.C. 908 � WIC.908 1 z•.r-o• W.C. 908 o AFT 1 2'- ,2'-t'-0' ,x'- - J As C +.++J 1-- -_ •'tom'- ROD;REM ro _ :, Liy I ,'M' I ECI��f'E�>(-`� 'lj-' - ''� -- - RM.REFS ro sPEGPGTIDNB wNARm caiwTLs- _ t-- -- ---F sPEcsr�nors _ _JLii_ i. h- i_f hsFe6eR•ty- �. -ham 1-.�l:+ ��,A v �"j (2)ZWS WrM A 1 5111WEs +--� +� +i sPMfR',BDL mG ( wwER �_ T;-a- �'+;-:-iT','-','-r-E a-, -�t;-i r-r i- I v1.'. ttOG OD DOLTS AT 2'O.E i ht+i-+-h�-j-f-��i - - '+;- �. D i'f=Fy3 i+h+a-i±F-Fi±iFii_11 r Q +_ I y uou�NE0ro�4DE TOHEL BAR �. Town sAR i-i-h-N-f i h Q TUB: Ear 00.8. CAST AW 1�` RFFEft ro REFER TO _____________1 SPECFiCAIIONs. SPEGIFICATMTNS I• 1 7-B' 4 EQ E0. Y-R' I SECTION ION AT EXPOSED COLLAR TIE aTa-0Roona 907 B [F) ATHROOM For BATHROOM a^ ® BATHROOM 107 FF - ,1'_Y-0' COUAR NLs;REFER O RO.0O FHRIC AND TRANNC PVHS L1F'F',, W A�LAHINET PAWED RWG BEW AT FLUSH F CWUNG(sIpWN A FACE OF DlL1ED)-AERP TO At5 CABINET RETVCIED CDIWG .. __ ____________ _______________________________ ____________ :: • DOORS PUNSANO RLUIWC - _ r ROOF BEUI Ai SA&ARPL, ro ROPED CERBIF HRC,EN OPEN FlREBETE -REFER TO BEN � On—�OETAIL ... RERE XURG PVN Ilm FRLLIWG N AEs PIAVS �,reEll'� PLANED PIASTER POCJfE,OOORs'1 B % CORNER A mADs(HO •� PAlMR PIAS,EA APRIED CISNG) 9' RREPVCE D.ETIENfP IT AT OPEN CSNOWH STPRED) COINER / .. LL— T, RUHL WALHER Al.W.te. PRIMED SIRl GLLWDPM eTl PupwABPr1 evnrAOP3f0 . ____ T e1T.peGRe2 s'-o i4 P eTraae>gA vuxrEo wDOR WiBH.E CIWID OETUL I//'RF.VFAL- NO PAAm KASIER SORE- APPUED BASC AT ! FINSN WM CABINEIs RREPIACE EIENEM ..'..'. ''. F -- EIRRNNO AND IOAND CABR/ETRN OPEN OPOI'1 =sAs BE D 1 tii ROWED N PLAN . �. AND IN BPECIFHARDNs N. OPEN NEW P-LW.CWNERTOPS AND BILT SPU511 REFER TO ,\ t sPE mtm i r A I/t'REV(AL- NO PANED PIASTER !AWNED BASEAT WIIX ODRNER RPFRACE EIEYEM BFADS(� ,/t RESALE NO ,I . ASPNED uLsow BGALB - ,/2-AMU ,-D• RELfQ EEIEN f PRAWN BY. YffR WM ME.. INTERIOR vELEVATIONS v' 3 ETAIL aT INTInIOR RAILING KITC{�EN aND F ILY ROOM Q e 14 ,z•-r-o• B A KITCPUEN aND�ANgILY ROOdVB .f-o• wgg .09 ..'. ... PANfW%ASTER JIAD MDiH TO BE FLUSH WITH SILL UP OO 0 . - O .0 FADE OF RACNBPUSN AS � 1/4'x r PNNIW STEEL•. O STOMA a FLO .- - O •+ I SWRCN MD F POWER PAHM MOOD w iv ASKS IIIOWH 3/4•WATER Mr-OF PAPlEW WOW CAP: SIR FA DWIETER)PANTED. S,TO DEW&SHOWN B SRa PIPE ... O.� Ai f/A15 PNNIF0 PL4SIFR7—p� .... ..... 1+ .. SOLD SURFACE to Q DN WRNERP. WDOO� AI ONE SDE OF —�' f _1/22'rtED STEEL&R.Ow,,ROR)'.__ O ` (SEE SOLD SURFA T THANOREFER ro r-IO' ... -.. ..... COPTIEAIOP WITH -� SPECNUWxlS WR AASRE0 ....____ _ O I bWRGPlLL SIKK BARN' BFAG(RI— KRFKNLY - .. .. .. ': FROF STI1R .... ... O HOSINGPAHTEO STEEL z x-1'- ... NOTE WK KEYS AT AWxES U EOlRO TO......L T-r STAR WALL AND D U WNG RODY WNL OPFNY.G :.. - - i FORD SHELF tv SIOWW O O '3/4'PAWIED.MEEPREOEO_..•" O (Z)1- NOR-E PROTRUSION' IroRIRS IR LOW L5 LE -- _- -PANTED WOW FRI..... }. AIDE-OUT TRAY .PAHTEO�PV6IDL COIlNG .. SVSPEDW SHELF FOR V.CR b . .. .. AND IADC BOx- HOT' - OFAIWiCE REOURENENIS FOR REPUCTINC DOORS. SECTION AT WALL CAP GUARD AT BRIDGE AND TOP OF STAIR = I r OFAB STAGE FOR CABE6 ' PANTED.EDGED.PLYWOW SHELF(EDCEB.WDED)FOR V.L.R. PRAMW MIRROR(PAWED FRO W FANroR.(PNNRD - WOOO BALY:SPUAI)- WOOD BALXSPIASIi} WHERE WDIGiFD W WHERE INDICATED N • EEFVAiSNS ELEVATOW AIDWG AND P iN. - SHEU-SEE PAINW G.WB SPFClaGtt1N5 R SDUD AIRFACE IVNDWARE COUNIFRtOP WOH SOLD SUFXF PuR BOWLS.TY m [DUfiERIDP WITH - b —0 WO AND IMEfAAL BDYRS,1TPT/1 _ FACE OF C.W.B.RUSH TYWA 1/4•REYFAL MiHFA[E Di FIREPLACE VID:STONE TDN SUBS G.O. 10 fALE OF G.W.B.NID FACE OF - RUHL WALKER AEplllecfs 1— RPFRACE b b Mlcmman60ae1 b -- BomA WOtSIe i e118]68ffi P evaWaWs4N RIP-om FRONT POWER ONO CAS - — 3'-0 AT DATA STORE TRY TO UN OVER REQUIWA TS TD BE AW ID]: HFAD O FYt— WOREWRARD WTTH OWWTER 2'-d'AT&iH • �\• �• FREBOx REMSSED TO y ADDSTPBEE SHE1F J'-0'D&M M] &LOy FIREBOX FLOOR AND 19 (SNPAN��)ro BE R'-B'Ai B11N IW FLUSH WTTH GRWFE - XGWIN PAWED"TER FIRPLACE RASED QtANTR NFARW FNLU04AE O.YOID FLUSH WITH FREWx SHOD F TO x OA'ER 1 Batt a FTREWx _ ROOR AS SID(M FF/TEE EIBYOP D L IL ecALE 1-vr-r-o- r FNAAwN ev vrta— Sy r s FR' p� EII�SCSCE 2weE �laEJ5�3 - SEE PLAN - - - - - SECTION DETAILS STONE TRY:REFER TO ELEVATION I/4'R-BEAD REVE.V-1YPICLL AT a T W FTRESLAFL UST(us ND sE ro m DaRs) ar®TW MOOD FLOOR UVD/O ROOM SM Krr E WIDE ® VANITY AT CABINET C VANITY AT DRAWERS B FIREPLACE AT L.R./ BAR SIN AT FAMILY ROOM � A/V CABINET AT FAMILY ROOM I Y.1•-0 m-»•w mR.....H�.w.... 90W-S14�Y 9-IB-W ]H166 P,ESi _y fi pG. i a Pin o I'm JgSiS 0 +i AA �s --�L===J—i ca co b A o zT 1 ®g#a�g o ASTA HOUSE � r� � l �1 7 HOUQHTON ROAD a HYANNI3,MA Z F a (2)2Y11 I 2%10J s016' O.C. S C / 2) 10 B I2 0 BBl W 0 ` 5 �0 2%10 J06R01fi' 0 . 0.4 Li _=n 24 —— 10 x i� � 4 � Ta IA 2noMmr< a-�•�. ate» 2 (z)2n0 $ SS3 _ vi co go BASTA HOUSE ZZ 7 HOUGHTON ROAD O = B HYANNI$,MA Z f q tl � F BEAU ERON;&[SESIMW A/As ktt-) � �$6 nr EMi E�m,mlmLr eaxrn �c �gg 7N a (z)zxlG xExcx mar .18 zxla xEAaR eEzmr I i 2xW I 's = . i EQ- E x EWa! i EWaL EW EWAL i .G T/ MG (AI ffWYG RGW1 tlDffi(F1L4\G) RaEiEkS ff 16*OC.B c Ifi• . ssag- 5 � xx o�R� iRp j 142, A � o BASTA HOUSE l HOLW(OH ROAD HVAHM,BRA Z I 4 3 lil _ o.� fk11EML PT!lDXR011iplffi LT SEE SAE—FOR FURnIH REO:A UEI9TS. ___ PUN INN ION OF PDA'ER IS DAOR A-11IC ONLY. ROX R NTRACTUR TO MRgL!IWiEAS REE REQUIRED DOLL. PFOWpE _ I PFtrITTE KOUIRED PNZR FOR ALL APPLANIES.AID • lfi L6 O L9 U XRRr'.5. PHONE SNOr:E AUFN StSRII 6 TO COpfORAI TO IITS NOXT R[WIRENCNTS. SYS O CO.POH:IRS OR ON NITS . • v pANDATA DPAYRY.0 ME p1�gA.NA11C,ONLY. I ♦ O F E11�I��I�^' LI / _ REFER i0 REFLECTED CEILING PUN FOR UGHI FIXTURE . � LR .SEE N,OHCEERIUGHISD EXTERIOR EIEYATWNS FOR PALL \ MWwi CO.SU OR DESK RfCfP14CLET AT 6'PGNE • E 3,Nt � FIMSH Y:UPR SURFACE. - VWNT M'AL1—L.R$AT ART—4 FRID.—R L% UNLESS NOTED 0TRE TE. - ll I E. Op.1 L—StNMflR ES MA ALI III C(NIER • -' OMCES QY WILLS DR UNDER NWDONS FEfAIAIESS OF . - IOCATUR OF STUDS. U - ALL DEVICES N'CIUUNC AXONE AID CALUL N TO 6E DEWRA TYPE. ALL tigR SROCHES N BE @NNpPE.EXCEPT ME, ' -- fOlta'MING: . .. LJ . ' L! I. U,CLOSET DTUIY fIXiUSz 2. ' L1 L,EXTER D. 8,1.1 ➢WMLE EEAT FIXTURES .. L S . LI RECESSED DOLL.—F,FIXTURE • _ • �_ L3 RECESSED CEILING UCH FIXILRTE(WEE LOCATION) U 'NpLL SCDit[ WSTAIRS SW11CH • - L9 ft.D4NT FIXTURE RUHL WALEFR Arob/ is E LI LI l5 MUFFImWE B1W D—TA1 lT N•Y.1lA WSfO • - L6 VANITY WALL SOURCE T M).9B4�3 v aramou O O LR EXTERIOR MALL SCOUS1 --• It l O LI .•}: B . • EIRR RGUNf.ECENT FIXTURE • N F •LI LI ®r FLUSH Lp In EXHWST FAR LI O SA CMINO NOURIED SNORE MAR. - HEU NAmev FIRST FLOOR DIAGRAMMATIC A _ POWER AND SWITCHING PLAN WW El d r ' 0 :JD ° 0 U �x • ___ OETI6VLPOh1APUNN0IF& -` 1 SEL PpEG11GLIgVS FOR RWMCP fiE01RR ENIS. e ll ll LS PUN 111 M1.A1pN OF POWER IS OIAQt411 ONLY.. „ • Ll t ..© 11 7 IIt�I . t iN OEIERW10 gIOVYiEU GgCUY15. vfiONDE• ' LI PoWEF INP.000Po11 AS RERUN. ER'C OF. nn PRONOF PEWVED POWER fOR AL A PLNACES AND . _ fIY.fJAES. i f L�1.1 OORE EgUR SYSTEM IS 10 COWORMC-(0 GW:RTXD CODE PFOIIIRENENR, SYRTEM C0,1tPoNEIIiS ON TOS DFAN'WC.19E LUGgAVUAIM CNl'!. Ste_ REiER TO FEFI[CiFO CEYINC PU'!FOR LIGfIi Fli."IUgE . ttpES AND 1DC0.110N5. F YE INIEWDR AND E.YIERpIP(1FIAilONS FOR'HALL . I LI SCONCE HEKNIS. LA if UA:ANt WALL PECE>'IAUES AL 16'AgWE FIII(N f100R —doLI�"`�. 1 Ll Hi WO kF ISUR0,D-RE'EPLACLES Al 6'"m - ' L�LNI WaA SWitliE6 AL!e•—FWISN RODF ' w UNLESS NOTED OTHERWISE. LLNC MLttMT OMCES-I'D SINGLE DOWN'IT, CBaM LOCAL 11NUF ES AND ALI"NIS. DOER ' DENCES ON WAIS OR TINDER WItA0W5 REGMOLESS OF M • . W-C N OF STUDS. ! ALL DLNCES IN—NO PHONE AND CAKE N TO OE UCH'SwN(HES i0 BE D—LE,EACEN NIC F • I FOLLORTNO. I. L5.CLOSU UTUFY FIXIURM .R. L%,C"RhYIR W4l SCWIF - • • _ ], U.STRIP hWRiSCRR FtKRMER. ! J I _ I RECE-D CEILWC IICJO FWDRE 1 M'y L1 RECESSED CEIMO MR WORE(WE(LOCADON)h l LO wALI SXINCE _ • - I A 1 1 l l l LV PENDANT Fl%TURE au — i RUHL WALKER Arehilec]s l5 MLIh FUTIRE LT L LI BolbnMA Hl Cpprer 60ap ®le m-mLa' vulm e41L smxc( ns�eum '• - • / ti E%TERIDR WALL SCONCE et YLLe]a t STRIP npNRESC(Ni Fl%IURE J flDSM IlptaEEp C%HAUGi FN! �_ - - • 0 SA CDLAG MWNTP.O SMOKE ALMM — -- • DRAwN BV IOADEe• 1�A_�ER,�ggly A SECOND FLOOR ! DIAGRAMMATIC POWER AND SWITCHING PLAN s E 2 LS TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3o(a Parcel /a? pp 3 7 Application 0110 6 Health Division ,'Date Issued .1 a Conservation Division IL 21�- "L�UU0� �0a � �"' Application Fe(W I S:b Planning Dept. 47L- Permit Fee Date Definitive Plan Approved by Planning Board / Historic - OKH _ Preservation/Hyannis Project Street Address 7 '' hm4 Village AL,,&4n S MA 6 /0/ Owner IL141"i 15At Address Telephone 5at -31q 0171 - / _ r Permit Request CC Cr 'WA-61 19 �s Lam. Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 4AI) off.' Construction Type da ze0I Lot Size 17.777 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Lr'- Two Family ❑ Multi-Family (# units) Age of Existing Structure AV/ Historic House: ❑Yes Blo On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing_ new Half: existing f new Number of Bedrooms: L� existing -5 new Total Room Count (not including baths): existing new G �'� first Floor Room Count Heat Type and Fuel: &Uas ❑ Oil ❑ Electric ❑ Other j Central Air: UKe-s ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size — Barn: ❑ existing,-.,U never size_ P ER o Attached garage: •®'existing ❑ new size _Shed: ❑ existing ❑ new size _ Other y -' ZE o Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ;w � Commercial ❑Yes ❑ No If yes, site plan review# s Current-Use �_ Proposed Use "�5 RAie °f �c, ��- � Pro p _— _-J rn APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number � "a3 0k36 Address l�5'U License # I f..nw Q S AA 14 0 �G I Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO iU�taD� ®� car 7.Q, SIGNATURE DATE 1,17' 1 Al } r y FOR OFFICIAL USE ONLY Ft APPLICATION# t �ATE(ISSUED f MAP/PARCEL NO. � f ADDRESS VILLAGE OWNER 4 DATE OF INSPECTION: FOUNDATION FRAME INSULATION r, FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT-• ` f . ASSOCIATION PLAN NO. t ' w _ y .. a rt ` The Commonwealth of Massachusetts Department of Industrzal Accident, n i Office of Investigations re , 1. 600 Washington Street Boston,MA 02111 `�•F r www.mass g* mAdia Workers' Compensation Insurance Affidavit: Builders/Conti-actors/Electricians%Plumbers Applicant Information Please'Print Legibly Name (Business/OrganizationAndividual): -1h 0 0 5- Address: City/State/Zip: I' M A I Phone # t fd t<1,�►► ?3 fir &3 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I employer with 4=_ I'am a general contractor'and I - , ( 0 N construction ployees(fall and/or part-time).* have hired the sub-contractors ,--,, 2. I am a sole proprietor or partrier=,` listed on the attached sheet't: 7 I� modeIing ship and have no employees These sub-contractors have. 8. , Demolition working for me in any capacity. worker's comp.insurance a • 9.-[] Building addition [No workers' comp.insurance 5: 0 We are a corporation and its, required.] t `officers have exercised then 10.0 Electrical repairs or additions 3.❑ 1 am a homeowner doing all work -right of exemption per MGL 1].[]`Plumbing repairs or additions T_ . myself. [No workers' comp. c. 152, §1(4), and we'.have no 12:Q Roof repairs { insurance required] t. ry° employees.[No workers' m 1 r comp;insurance requu ed.] , ;. 3:0 Other *Any applicant that checks box it I must also fill out the section below showing their workers',corrrpensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new aifiidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information. .r Insurance Company Name: u . Policy#or Self-ins:Lic.#: Expiration.Date: d Job Site Address City/Staie/Zi Attach a copy of the workers$ compensation policy,declaration page(shoIwing the policy number and expiration date). ° Failure to secure coverage as required under Section 25A of MGL c.-152 cart lead to the imposition of criminal penalties of a. fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP'WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised-that a copy of this statement may be forwarded to the.Office of Investigations of the DIA for insurance;coverage verification. I do hereby c and r the pains and penalties of perjury that the information provided above is true and correct Si ature: F Phone t '1 230' '6J Official use only. Do not write in this area;-to be completed by city or town official ffi City or Town: ` 4 P'ermit/License Issuing Authority(circleaone): L Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspectoe 5.Plumbing Inspector : 6 Other n. Contact Person: ,Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract.for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure thatthe affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. PIease be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or gown may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any Business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would lilce to drank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The-Commonwealth of Massachusetts Deparbnent of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. # 617-72-7-4900 ext 406 or 1-M-MASSAFB Revised 5-26-05 Fax# 617-727-7749 WWW.ma&&.gov/dia of t�Tofy, t Al ANf:T'1�P i Town of Barnstable Regulatory Services Thomas F.-Geiler,Director Building Division Thomas Perry, CB0 Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barmtable.ma'.us Office: 508-862-4038 Fax: 508-790-6230. Property Owner Must Complete and Sigh This Section If Using A Builder as Ownerf,the subject prop e l P P m' herebyauthorize /I (W" IA `1�-�� to act on my behalf, r in all matters relative to work authorized by this building permit application for: 1U 5 dress of Job) atur O r ate f/doti— Print Naxhc If Property Owner is applying for permit,pfease complete the Homeowners License Exemption Form on the reverse side; C:\Uscrs\dccollik\AppDatalLocaAMinvsoft\Windows\Tcmporary lntcmct Fi)cslCootcnt,oudo0k0DV87AAZlEXPRESS.doc Revised.0721 10 Town of BarnstaWe- �, Regulatory Services STAB Thomas F. Geiler, Director A, Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.t6wn.barnstable.rna.us Office: 508-862-4038 Fax: 509-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town ' state zip code The current exemption for"bomeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner- acts as supervisor. DEFiNITiON OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be,a one or two-family dwelling, attached or detached structures.accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall lie responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned "homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws, rules and regulations The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will.comply withrsaid'procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTTON The Code states that "Any hbrnwvmer performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing•of construction Supervisors);provided that if the homeowner engages a persons)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this cxemption-are unaware that they am assuming the responsibilities of a supervisor(see Appendix Q, RulEs&Regulations for Licensing Construction Supervisors,Section 2.)5) This lack of awareness oftcrt results in serious-problam,particularly when the homeowner hires unlicensed persons. In this use,our Board cannot proceed against the unlicensed persoo as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware ofhisArr responsibilities,many communities require,as part of the permit application, that the homeowner=tify that helshe understands the rmponsibilirief of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fom✓certification for use in your community. Q:forms:homccxcrnpt c> +• - �l.t�o.tcit.tt,ctts DCp ..17nent a `Ptalific S tfeti $ �u dgwk�tig � atl.ttit�ns=.int1 Standards Cor#s ructi�p Superva or License' License: CS 101696 3 Restricted to::,00 i TIMOTHYJOHI�SON '°- 816 OLD STRAWBERRY HILL R , CENTERVILLE, MA:02632 " "`'� Expiration: 8/23/2012 Cummissiuner Tr#: 101696. 07lce �anima�uirea�lt J�zroaac�uaelta.- `" `Office of C6u.su.f6'Affairs&B siness Regulation HOME-IMPROVEMENTCO RACTOR Reg istration: . 1,59982 .. Type: Expiration- :&Ak012 DMA J �P �H6AL'I TION� { I % TIMOTHY JOHNS'-,' F " 2 180 MEGAN RD. t HYANNIS,MA 02601`F. Undersecretary t i 4 I ti TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel` l Application # b (� Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address Village � /it�c /�- Owner g5Tc-, Address: Telephone �6 'l y- 61711 Permit Request �' f-u r �i a v� e .A Square feet: 1 st floor: existing Z100 proposed �0 2nd floor: existing / proposed Total new Zoning District Flood Plain �— Groundwater Overlay Project Valuation '70,066.WConstructiori Type �e.. Lot Size th Grandfathered: ❑Yes ❑ No If es, attach supporting documentation. f� Y pp 9 Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes #No On Old King's Highway: ❑Yes ❑ No Basement Type gFull MCrawl ❑Walkout ❑ Other 81Ne an 0�kr VLF& , Basement Finished Area(sq.ft.) % U Basement Unfinished Area (sq.ft) t"rcw Number of Baths: Full: existing 3 new Half: existing 1 new - PJ Number of Bedrooms: existing f new D} C> Total Room Count (not including baths): existing _9—new Z _First Floor Room Count Heat Type and Fuel:, U Gas ❑Oil ❑ Electric ❑ OtherCo Central Air: es ❑ No Fireplaces: Existing New Existing wood/coal stove_ ❑top ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing 91new size_ CDM Attached garage: ®'existing 0 new size _Shed: ❑ existing ❑ new size _ Other: co Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 0 If yes, site plan review # Current Used�� . ..K�ILr Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name f GS% P ��S -�Cz1-4/iG Q Telephone Number Address G7 A4_r,0GW,?,? Z�_ License # /�i� �f v�S 61 c1 { fZa/ o"f�.p��/ !O,a-6 ?.f Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO : SIGNATURE DATE gf�q���/> FOR OFFICIAL USE ONLY APPLICATION# Y I DATE ISSUED - '- * MAP_/PARCEL N0:_ ADDRESS _.' VILLAGE ' F OWNER 1 DATE OF INSPECTION: FOUNDATION FRAME T a e INSULATION. FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS:'l ._' ROUGH' t FINAL ;FINAL B.111LDING' DATE CLOSED OUT- r ASSOCIATION PLAN NO. t 4 - z f I' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information (� A Please Print Legibly Name(Business/Organization/Individual): Address: � 2 " ek, City/State/Zip: Phone #: Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. 4Remodeling . ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' [No workers' c 9. ❑ Building addition com insurance. omp. insurance p' 10.❑ Electrical repairs or additions required.] 5. We are a corporation and its 3.❑ I am a homeowner doing all work officers have exercised their I I.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic. / .,t Expiration Date:— Job Site Address: Cf�/�fh 70­1 City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify u er a pains penalties of perjury that the information provided above is true and correct. Signature: Date: Phone : Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: j . Try Town of Barnstable Regulatory Services stixxsz�s[.� auea. Thomas F.Geiler,Director JL6QED.T 9- Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstab I e.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Ov,rier Must Complete and Sign This Section If Using ABuilder I'. as Owner of the subject.ProPettY hereby authorize 't"Zo" to act on my behalf, m all utters relative to work authorized by this building permit application for: (Address of Job) S ture of UW a Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption For m rm on the reverse side. Q:FO RM3.0%WF-U ERMISSION I Town of Barnstable �. ��'oE Yxe try - y�. Regulatory Services Thomas F. Geiler,Director HAS& . g 1639• ,� Building Division PrEo � Tom Perry,Building Commissioner 200 MEp"-Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 509-790-6230 HOI'MPWNER LICENSE EXEMPTION Pleare Print DATE: JOB LOCATION: number street village -HOMEOWNER!': name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and r to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFI?MON OF HOMEOVeWER 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 constrticts more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Ofcial on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed tinder the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that.be/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner. Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the ' State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION .The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section.(Scction 1 D9.1.1 -Licensing of construction Strpemisors);provided that if the homeowner engages a persons)for hire to do such work,that such Homeowner shall act as supervisor. 4-any homeowners who use this exemption am unaw=that they are assuming the responsibilities of a supervisor(see Appendix Q. Rulcs&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed parsons. In.this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimetcly responsible. To austere that the homeowner is fully awarc of his/her respo=bilitics,many communities require,as part of the permit application, that the homcowncr certify that bc/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fotm/ccrtifiea ion for use in your community. Q:forms:homecxcmpt r .-COMMONWEALTH OF,MASSACHUSETTS _ SETAL WORKERS, AS_AMASTER-UNRESTRICTED _ ISSUES fHE ABOVE^LICENSE TO ;K:EVIN C - SAUNDERS � a YARMOUVRRORMt T a, MAr'026T5 2467 x 3480 11/28/1'1 ? 9256°19 NO. ng 3_ COMMONWEALTH OF MAS.SACH ETTS W x S UAbri fr LICENSED,JOURNEYMANxGASFITTER x x � �ISSUESTHI&LICENSE-ITOMM2 y KEVIN C/<SAUNDERS 67 HE UmSMAN DR t s r ki YARMOUTHPDR-T �MA 02675 3860 ,i'r 05/O1/12: �7636D2 LLL 4 VetlgnS;Zgued 8d�Oh Aq pannbaa se { "PIU4aa1 IesJOAOn -:adA 1 4 Paglue6 ueaq sey WOL$i•Z9ZZOLL6LSOLL . ' � - -S2l3CINf117S N(A3H �; �- ���1gN3 b3 $• h661.'9Z Aienuer:aced uoll8oB!Ua0_wei6pyd �� y* uo 809 uoai'oaS ply uealb Vd3 6 lle�I�I�I � uel�luyoal C)VAH y 6�- 0 ` - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map J� Parcel Application # Health Division Date Issued 2 t Conservation Division ce G�Rec ��U ,oar Application Fe :Y Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis n Project Street Address ? ' ' Village Owner 14*&A K BAST Address Telephone �6 Permit Request AJA 5 S lo r»e., . 4 et I'v,� �a►s Pew- ,'OAS • �i N� cviL. ��r rairyc w �a Square feet: 1 st floor: existing proposed 2nd floor: existing proposed �� Total new SdId, . Zoning District Flood Plain Groundwater Overlay Project Valuation 300,006 Construction Type 1.k Lot Size 1�, 7 7 Z Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure i200 I Historic House: ❑Yes 0/No On Old King's Highway: ❑Yes ❑-PQo Basement Type: UIF/Ull 2 Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) �- Basement Unfinished Area(sq.ft) Zoe' Number of Baths: Full: existing new Half: existing / new Number of Bedrooms: zl existing .knew 0C��y U Total Room Count (not including baths): existing `� new First Floor Room Count Heat Type and Fuel: �as ❑ Oil ❑ Electric ❑ Other Central Air: 2 Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ®'existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes Ca/'N0 If yes, site plan review # `_ CD- _;1 Current Use 6411 laces [ Proposed Use Y� �� 6 ..s 0 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name l `� `J��Y� o Telephone Number Address AD cn NA License # ,�l �l 1 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION XPRIS SULTINGLFRROM THIS PROJECT WILL BETAKEN TO SIGNATURE ' r' DATE ! " " r` FOR OFFICIAL USE ONLY 1 APPLICATION# r. :) :DATE ISSUED A R WP/PARCEL NO, S ADDRESS. VILLAGE ' OWNER 3 ` DATE OF INSPECTION: FOUNDATION FRAME INSULATION ; ) FIREPLACE ELECTRICAL: ROUGH FINAL 'S PLUMBING: ROUGH FINAL GAS: ROUGH S- _.=: 4 FINAL a FINAL BUIL_DING y DATE CLOSED OUT f . ASSOCIATION PLAN NO. x ,, r Taw.n of Rarnstable t . Regulatory Services g` Thowas Y. Geiler, Director Bdirding Division Thomas ferry, CBO,'BLffl fag Commissioner 200 Main Street, Hyannis,MA 02601' "— www.town.barnst2 ble.ma.us �o P Office( 508-862-4038 Fax.: 508-790-623C PLAN REVfEW Owner: ice ,: 914S-"4 Map/Parcel: ta(; J .> Project Address Au 6,4-a�(� . Builder: I The following items were noted on reviewing: I n-�s rA 4 )-LI �,t P.A-vtl-r e p p, kb ILI F1 Reviewed by: Date: - The Commonwealth o s f Massacli tcsetts , + 1 Department of Industrial Accidents t •,r,T~ Office of Investigations Washington 600 W ton Street g Boston, MA 02111 Lr zz-Y www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers AIplicant Information Please Print'Leaibly Nane (Business/Organization/Individual): (U� A(Jlress: Citl/State/Zip; �, ��S (7� Phone #: 77L) Are iou an employer?Check the appropriate box: Type of project(required): 1. r with 4. 0 I am a general contractor and I 6. ❑ Ne construction Zrploy :es (full and/or part-time).* have hired the sub-contractors 2. 1 am a sole proprietor or partner- listed on the attached sheet. 1 7• Remodeling ship and have'no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp, insurance., 9. 0 Building addition No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ Iam a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself. [No workers' comp. c. 152, §](4), and we have no 12.� Roof repairs insurance required.] t employees. [No workers' comp: insurance required.] 13.❑Other *Any applkant that checks box NI must also fill out the section below showing their workers'compensation policy information. t Homeoweers who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy #or Self-ins. Lic. #: Expiration.Date: Job Site Address; City/State/Zip: -Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under'Section 25A. of MGL c.,,152 can lead to the.imposition of criminal penalties of a Fine up to $1,500.00 and/or one-year imprisonment,.as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification, I do hereby c and r the pains and penalties of perjury that the information provided abov is true and correct Si nature: / Date: Phone#: ''1 FF_ e only. Do not write in this area,.to be completed by city or town official. n: Permit/License# thority(circle one): Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5, Plumbing Inspector son: Phone#: Information and Instructions Kassachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An'employer is defined as "an individual, partnership, association, corporation or other legal entity, or any two or more cf the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the nceiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house of on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." NGL chapter 152, §25C(6) also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have.been presented to the contracting authority." Applicants , Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s), address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships (LLP) with no employees other than the menbers or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured.companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In.addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information (if necessary) and under"Job Site Address"the applicant should write"all locations in (city or >> officially stamped or marked b the city or town may be provided to the at has been o h' the affidavit that Y town). A copy of Y P applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license.or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of'Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 5-26-05 www.mass.gov/dia r s y°pTHE Tp Town of Barnstable Regulatory Services * BAwSTABLE, y HASS. �,, Thomas F.Geiler,Director �prEo � Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis, MA 02601 www.town.barnstable.ma.us Office; 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property ere aut to act on my behalf, in all matters relative to work authorized by this building permit application for: � n s (Address of Jo S nature of I Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on.the reverse side. Q:FORMS:O WNERPER-M iSS 10N op SHE Town of Barnstable m Tp�y Regulatory Services + BARNSTABLE, Thomas F. Geiler, Director MASS. 1e39. ,$ Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 wwiv.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess.a license,provided that the owner acts as supervisor.. DEFINITION OF HOMEOWNER Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner, Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building Permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws, rules and regulations. The undersigned "homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. i �v`�r(��(��; tted��t� .: ��c;Mil~tte+Detti'rgit(i-��aea(i:ta�ds Oons f ct, Superva -.r a icense j: License: CS 101696 Restricted to:. 00 `.. TIMOTHY JOHNSON. 816 OLD S-7f"BERRY'HILL R CENTER ' MAA2632 Expiration: 8/23/2012 i t. Commissioner Tr#: 101696 -- i oryemo�.ui�ea��Jiclzua�ka.:�- Office of Consumer Affairs&Bdsiness Regulation HOME-IMPROVEMENT CONTRACTOR Registration:'.j;1,59982 Type, Expiration- 643g012 D A i TI HY P JOHNS�3�t�} _'tfi OTION TIMOTHY-_J.OHNQQ 180 MEGAN RD. HYANNIS,MA 02601 r 1 Undersecretary s August 2, 2011 To: Mr.Thomas Perry/Town of Barnstable From: Karim.Basta Re: Permit#D-11009 Z� This is to address concerns over the installation of bar sinks as part of our home renovation at 7 ' Houghton Rd in Hyannis. We had bar sinks previously installed and it was more efficient and cost— effective to install new sinks rather than salvage our old ones. Our home has always been a single family . residence and will always stay that way.We also have bar sinks installed at our two other homes, in,New Canaan, CT and St. Croix, USVI. Thank you for your consideration, Karim Basta • lip'`- —�/ { � TOWN OF BARNSTABLE R " I� y, CERTIFICATE OF OCCUPANCY PARCEL ID 306 237 GEOBASE ID 21641 ADDRESS 7 HOUGHTON ROAD PHONE HYANNIS ZIP LOT 2 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 56360 DESCRIPTION C/O FOR SFH UNDER PERMIT #50034 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY ` CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $,00 CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE PA*V) * BARNSTABLF, • MASS. 1639. A�O� �''�) jj- ED Mlr►� BUILDINCJDIVIRI'ON, BY -z�`� DATE ISSUED 10/11/2001 EXPIRATION DATE i`� W Dl RUTA.., i r• a}E �Jiv.�s; ZiR N A V L I d-}1'ME.� ' D T S' .';z CT M R N rE y�[�tn{,].tmt �.4(r mD]!:.��; �'iU�1 *l��if[,�'VV. 1S tt N,ti.(FA['1.f t�M�t) CQN71'ftA(,- ()RS: GRAY, '71MO'1HY - Department of Health, Safety ' � d En vironmental Services #. I ' {'UTAL i Elate; a:, 95 00 '(;QN':; RL1C I tON COSTS $450 1 00.0„00 l U" ;iNGIxE 1'AK HOME METACRED 1_ - * BARNSTABM + MASS. 039 ` �Ep A BUILDING DIVISION BY llATEa I..SOE 11./J E�/2.0L�U rX�'r I�ATj()g D�`�'��: _0 � THIS PERMIT CONVEYS NO RIC':HT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF+EITHER TEMPORARMY-OR PERMANENTIIY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION:STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS:THE ISSUANCE OF THIS PERMIT DOES.NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU PANCY IS REQUIRED,-SUCH-BUILDING-SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. - --OCCUPIED UNTIL.FINAL INSPECTION HAS BEEN M ANICAL INSTALLATIONS. ADE. ,C�• 4..FINAL INSPECTION BEFORE OCCUPANCY: I .BUILDING INSPECTION APPROVALS PLUMBING INSPECTION.-APPROVALS ELECTRICAL INSPECTION APPROVALSFlo 1 I 2 . � 3 Y b _ 2 7 ®� /y 2 ,CC" n Gd� —` &Z Ta 3 1 HEATING INSPECTIO APPROVALS N E ING D R ENT ®� .� ' -NT _ F y� 2 > CX or i j OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC— MONTHS OF DATE THE S ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION: I I ' 4 q j f wt • II !4 t , I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION - jzo 3C( Map Parcel Permit# �3- — P Health Division /�J�� -ems Date Issued Conservation Division �. �ec�/d $lyl Fee �✓�" 9 Tax Collector.or ,` JH Iq s-61 E" G tl .:'YLM BE Treasurer �� /f� � /30 MALt,ED 114 C®MPLIANCt R� Planning Dept. H TITLE 5 ENV NM L CODE AND Date Definitive P ed by Planning Board G LATIONS Historic-OKH Preservation/Hyanni Project Street Address Village CL -r MA Owner ter[,f—1:bCj fit.--iy,, Address 1' Akw k CT Telephone Permit Re uest f=o✓ Hd h? G G✓� BSI L Cam- Gi3r��G Square feet: 1 st floor: existing proposed /s l'? 2nd floor: existing proposed S,S—.7 Total new 3/141 Estimated Project Cost SQ QOl,°° Zoning District Flood Plain Groundwater Overlay Construction Type A-a©d e-- Lot Size 17, ,7 7 3 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 91"*'­Two Family O Multi-Family(#units) Age of Existing Struct4re Historic House: ❑Yes Q-Pdo On Old King's Highway: ❑Yes LkNo" Basement Type: Full Crawl ❑Walkout 0 Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new,YL Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new /0 First Floor Room Count t� Heat Type and Fuel: ZGas ❑Oil ❑ Electric ❑Other Central Air: O Yes /No Fireplaces: Existing New Existing wood/coal stove: ❑Yes O No Detached garage:O existing ❑J�new size Pool:0 existing El new •size Barn:O existing ❑new size Attached garage:O existing C/new sizelZXLZ Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization O Appeal# Recorded❑ Commercial ❑Yes Cf40 If yes,site plan review# Current Use Proposed Use Pr—f;c(e.,47;�_1 BUILDER INFORMATION Name i�Y1p'I�1tJ �C�u t Wig q qQWxr(e_t44 Telephone Number '4�`� Address License# ClSh1DtP O��D`7"l Home Improvement Contractor# /0 Worker's Compensation# Lro 0 ALL CO TRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN=��� U ft.4e-Mannu mg e .SIGNATURE DATE FOR OFFICIAL USE ONLY PEW. IT NO. r DAATE ISSUED' MAP/PARCEL NO. 'r ADDRESS 'VILLAGE Ll 4 OWNER' . ,� a DATE;OF INSPECTION: FOUNDATION FRAME ._ - - i "�.. , ' - x• _ - ', ' INSULATION FIREPLACE ELECTRICAL: ROUGH = ► FINALlt - PLUMBING: ROUGH_ ° ;, FINAL F GAS: ROUGH'-: FINAL , `rrt FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r The Town of Barnstable BARNS AR;'; LE. MASS. 0a� Department of Health Safety and.Environmental Services 9 . i63q. �0 �'"jFOMp� Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location \411 kJ�J Permit Numberto 4:� Owner Builder One notice to remain on job site, one notice on file in Building Department. The followin it need correcting: r ✓ � 7ti�' mil,q�d CS G -us tJ \j 0 yd 72.1 — USA" -u d(7) � 7 Please call: 508-862-4038 for re-inspection. Inspected by . ✓ D ��C�V y Date v d Timotbp 46rap 3guilbing & 3Aemobleling 15 lgobiaet btreet fftgbpee,AIR 02649 5OS-477-3364 May 9, 2001 Barnstable Building Department 367 Main Street Hyannis, MA 02649 To Whom It May Concern: Regarding: Permit Number 50034 7 Houghton Road Hyannis, MA Attached you will find a certified and stamped plan, for revisions the Homeowner and Architect wants to make to the deck. Please review and let me know if an additional permit will need to be pulled. Thank you for your time. Sincerely, Timothy Gray Owner Timothy Gray Building &Remodeling CC: Conservation Department BASTA HOUSE JOB#9812 06010 ROUGH CARPENTRY 06010 ROUGH CARPENTRY PART1 GENERAL 1.1 DESCRIPTION OF WORK: This section includes without limitation: A) Provide all labor, equipment, supplies and materials in connection with rough carpentry and installation of items furnished under other sections as indicated on the Drawings and as specified herein. 1.2 SUBMITTALS A) .Submit schedule of proposed framing connectors to Architect and Structural Engineer. PART PRODUCTS 2.1 FRAMING LUMBER A) All framing lumber shall be#2, or better, kiln dried douglas fir, western hemlock, or Canadian spruce. All framing members shall be surfaced on 4 sides to standard dimensions, and free from warp or defects.' B) All material shall not exceed a moisture content of 19% at time of installation. C) Plywood: 1) Exterior sheathing: 1/2" CDX ,2) Interior subfloor: 3/4" T&G subfloor D) Unless otherwise shown on Drawings, or specified in these Specifications, the sizes of lumber shall be as follows: 1) Blocking- 2 x 2) Furring- 1x3 3) Studs- 2x4, 2x6 as indicated on Drawings 4) Sole plates- 2x4, 2x6 as indicated on Drawings 5) Rafters as indicated on Drawings 6) Floor joists as indicated on Drawings 7) Ceiling joists- as indicated on Drawings 8) Parallam PSL Fb MIN =2900 psi, E MIN=2000 ksi 9) Microlam LVL FbMIN =2900 psi, E MIN = 1900 ksi 10) Exterior deck framing pressure treated, as indicated on Drawings E) METAL CONNECTIONS Where no specific connector is indicated, propose connector to be used on required submittal schedule. All flush framed joists and rafters must be supported with joist hangers. 1) Simpson Joist Hangers 2) Simpson Hold Downs(Hurricane Clips) on all roof rafters. 3) Simpson Lally Column Connections at main beam to lally columns. Section page 1 of 2 September 13,2000 W7 i i cif - BASTA HOUSE JOB#9812 06010 ROUGH CARPENTRY r 4) Simpson CB Column Bases at porch columns where they meet the tops of the sonatubes. 5) Simpson AC Post Caps at porch columns where they meet the second floor deck beam. F) Provide nails, spikes, screws, bolts, ramsets, anchors and similar items not provided by others but required to draw up and rigidly secure members and complete the Work-, wood to wood, wood to metal, wood to masonry, wood to concrete, metal to metal, metal to masonry, metal to concrete, and etc. to satisfactorily complete all phases of construction toward erection of a sound structure. Minimum moisture protection for all items shall be hot dip galvanization. Use stainless steel fasteners for all exterior work, or fasteners exposed to view in finish work. G) FIRE BLOCKING Per code. PART 3 EXECUTION 3.1 Framing lumber shall be stacked in a manner to insure proper ventilation and drainage and the lumber shall be protected from the elements` 3.2 LAYOUT A) Job measurements shall be taken in the field to ensure proper fitting of finish work. Pay particular attention to relationship of framing to finish tile joints and finish cabinetry modules. 3.3 ERECTION A) Sub floor to be 3/4" tongue and groove standard subfloor. Stagger subfloor joints. Ensure smooth, level top surface. Glue and screw subfloor to floor-joists. B) Connections for parallam PSL or microlam LVL framing shall be according to g manufacturer's standards. Metal connectors are required. Do not toe nail. C) Dimensions and design of partitions shall be as shown on Drawings. Select wood framing members to be straight and free of warp or'twisting. D) Dimensions and design of floor joists and roof rafters shall be as shown on Drawings. Joist hangers, hold-downs and other fasteners shall be as required to accomplish the work. E) Do not allow any structural joists or rafters to be cut, drilled or otherwise compromised, unless approval from the Structural Engineer is first obtained in writing F) Fasten studs to plate at maximum spacing of 16"on center. G) Provide backing, furring, stripping, or blocking in wall partitions as required for lights, shelving, plumbing fixtures, cabinets and other wall mounted items as shown in Drawings and stipulated by the Architect. Section page 2 of 2 September 13,2000 NOV 13 100 03:19 TIMOTHY GRAY BUILDING REMODELING TO: 918028624926 P01 i.lfl�/2000 WED 1�:+lz r sA J1�1��A1}y•)(1J . 41Ca N1. 1`QUG1 }�.� ACaME1 iC 21 Cpatmoriweu3th Electric compon.y 2421 CrArLberry 11411 'ey KamhamVl 02571 Nave=.bgr 15) 2000 Tim Gray o£ Karim Bests The electric Service & meter at the :tame , Hou8htan �� Hyannis ware removed on November 15, 2000. i Barbara Trocchi Customer Servicg Rep. __-_- ------- Cp, ®@1 _-----�- - ^-- ---11•'1�-�00 1a'46 BaRP;'�TAELE r i`irnstabfe � '•,, 47 QO aarmcuth Road p.O.gox See g0p/77O•ow �1, �. Hyannla.1v9asszsc :�shue 02E61.03�c » F TOWN C)T BNII..UIt�f,; TP7,�SPt:f:f'('1R 'TOWN HALL rbi o44:4 h?:. t'a��*+'r» tt.-sttd , liyartnL� Dear +! T s r•r�9f + 1 � , i:, lel�'g h„ ,j,::rr�,ild'hr•,; f•rshq q! thr• rpgltpat "tru�'��crr 4ailSi' �srr�ata�la 'W �°d�g� dear r.� NOV-15-2000 WED 05:08 PM COLONIALGAS FAX NO, 508 760 7611 P. 02102 VW t 5 M Energy Delivery November 15, 2000 Tom Perry Town of Barnstable Building Inspectors Office land/ 'Tim Gray re; 7 Boughton Road, Hyannis, MA 02601 To Whom It May Concern; This letter is to confirm that the natural gas services to the above referenced property have been cut and capped at the gatebox• This work was completed by its on November 15, 2000. If you have any questions, i can be contacted directly at 508-760-7503, Sincerely, i J:Y Sally Sinclair Distribution Department NOV-15-2000 WED 05:07 PM COLONIALGAS FAX NO, 508 760 7611 P. 01102 ,l 127 Whites Paths, South Yarmouth, MA 02664 Enej� Deliver FAX Date: P 1 I �J t`iuPv►ber of pages including cover sl+eel': To; Pro►n' Sally Sinclair L bistribution Department Phone;, Phone: 508-760-7503 Fax phone, �(��-�� Fox phone: 508-760-7611 REMARKS: ❑ Urgent ❑ For your review ❑ Reply ASAP ❑ Plcase comment ESTIMA TED PROJECT COST WORKSHEFT Value LIVING SPACE (high end construction) square feet X$115/sq. foot= (above average construction) square feet X$96/sq. foot= (average construction) square feet X S57/sq. foot= GARAGE PNFINISHED) r—I& 4A) Z Cy square feet X$25/sq.foot= ®q0 'PORCH square feet X$20/sq. foot= zo �.-- DECK square feet X$15/sq. foot= Od OTHER square feet X$??/sq. foot= d✓���eh'O Total Estimated Project Cost S 0 DO® Inc/usionary Affordable Housing Fee [D Residential 0 Commercial" Property Owner's Name Project Location 1 Project Value Permit Number **Existing Sq. Ft. **Prop:sed�de7,—Sq. Ft r Fee $ D parrment of to stria' " OtFrcroll�esrlga&VA75 Is 600 Washington Street Boston,Mass. 02111 ce�davit Workers' Compensation Insnran /%///%�///��%/%//////%�/�/%%��%'o� :3itttii ^^^t'iTs1II nor L?Ti3iairii��/ ;o_^clop: � DI'tOSle# a homeowner P aY in aa cap v elor�PVC n0 OnC ;ui ,wr .••r+„ ,, 1—: I am a sole arcmri on this job. .....• ,. employees working ' woticers comp.... •::.:•:-,....:::...::.....:..::.:.,:; ::::�:;•- r:..i;. :.> ;:: . employer proving....::w:,.::rw.;.....w,,.�.w:::: ..•. ,::.....•.• ctR o n n � n ame.. :« K. :•..:. ... :.:.:. ... ..... ..::::::.�y.{•'v.: is'}.'-. .{{.. .: .....:.:. ::..::?:::w::.. - ...- - ..-{.}}:•i:}::iiiiiii{iiii:•i:v}i::�:}}i.+'`�?:i{'ivy;vi:i::vii .•. i`�.�:':.�.:�:::: .:i�:: ::_::.... ..y ....:., .}:.. :::.•w....v•i.•:•}YJ}}::. .iJ}::n-..�:�•:•:}:{%v:•ii:;:;.ii:}::'i:•:'�:::::::•i'•Y:::•:::;.}•{{.}...:::.y.;::•::v::'.i:•:::. •�::. address w..:W:w•.,,.�ae,�.r::•:.;:;-:..: w.�...:•:.:.J:•::':. ct�.. ................... CV ..: <..: w .. .. ... . . . . -::: of insurance Co. lLgtf! eri WI1D $om �(circle one and have hired the conn'3tiors I am P bSr' or a sole eBsanon _ Polices workers olio ....... w:.:w,.. ..... . ......v...,..:::.::::::. .: .:..:.:�{.:.. :..... :::,.,.::..:.:.:.-...:....:::....::..::::::: :..:.:...:....:.:.......... th... g ......:.....-::. ........... : ,.,. ...w... .::..:......:.: ........:.:...... nnV R m .. .-.... .. fir... ...n . : . .. .••> .,t•.�:... . � . :., :: ..., .�.., ...:.. ..... ..:.: .. , .t.w..;:; {.: , Lea .. .......:::.}:w�:• ::;i•... •: Jr:: :•.: 'Z'j:$'S>%iv:Yri•:�L;:•:�:;vwv�;iti 4ii jii::j;Y}::::}:i'w;:: is i::S•iv::�:!.;:J.:'�:�::^:: .... .:... ,.. .... ..... :.: ... ..•r r . .:::::v:o:::::•:• .. .....} ........... ... ... :... f:.x: ::•. . ........:w;:.....;:•.....:::::..........w...., .r i. .,t.:.w,vM n;.....{,}i v:J:4}v.}}'•}:�}}ii:.... . ....... ..... . . .... ........ .. .....................:...................... ...w..-v...............tw.. ..r...:v.:.. .{?�fYi rti .. - v:• ......:•:::•..: •:::::: :;J:is i. .......................... ..Jx ...::::•i:i::iii:{'vii v: {j?iiiii:•::�.};•;:••.•.• . .............:•..........:•.......-. ..vw xY�i.,....•• ...r,.:h:•.tv.. v..xw..:.......w-:.:::�:::q:}}.::::;:........ :. :: .}J: y{ •: ..i:. ;.' '�'••:v'' i. of cri iad peaaities of a Sat IIP to Oa•60 sadlor ceder Seedaa ISA of 1S2 eaa lead the impn tau a �yynre to secant coverage as requited and a Sae of S100.00 a day a;aiast me. I�=rst = WORIC ran,imprisonment as well as dva pmdtln lathe forest of a STOP f the DIA for coverage verMcation- m o no o(t.'tis statrment may be forwarded to the QIDte of Lave ti;atlons en wader the Ptm=s and Paltia of Pe7 jtu}'tha thewformaOn provided above u rruv and correct do nerfbv certify _ --------------- do not write is this area to be completed by city or town official otn�use only [Dguildia;Deaar=eM pesaftJlicenae 0 good ;. ate ar town: ]Selecunen's Office ediate rsponse is required �$esith Deoartmeat Unrcbifimm - C3other--, — ;. phone#*, 4 contact person: M.-j.ssr,c-husetts General Laws chapter 152 sectiaa 25 requires all eatpioyers to,provide workers coinp=satioatinr•,h_�, =piove.s. As quoted from the"la*",as employee is defined as every 7.rz=c:z in the servi=of another und=aMY C= of hire, xpress or implied, oral orwrittea. An ernplover is defined as an individual,parmership, associnlioa, corporation or other legal entity, or may two or mo: the for-'Or engaged in a joint cn=piisc,and mcludin the legal repres�'a of a der�sed employer, arth."'q".., -- In= aunee of an individual,parmcrship,associasion or other legal=City, employing employees. Howeverthe owner of a dwea=' house having not more than three apara==and who resides orthe cccupant of the dwelling house another who employs Persons to do masateaaace, canstrzzctiarn ar sepairwa�c an such dweiIiag house or on.the grt building appurtenant thenato shall not because of such employmcat be deem al to be an employer. MGL chapter 152 sectwn.25 also statGstbat every state or local licensing agency shall withhold the issuance ar m '-'tri o r @tte'nSid es or to,,constract bin ngs is tie commonwealth forfiaaY_apPOcant whc' of a license or permit p, �- ;_ .r. j �;,�,,,.., ;. ,.,a : , A not produced acceptable evidence of compliance with me�tnsorancel,coverage regurred-f'Addifi>aaa�Y,r �th.. coaimaaweaith any ofits political subdivisicros shall eateriato any contr fort6e perf�ancx of public wodc uz "., ` `-' airy ofthis chapterhave`b~cm' `pr set�edto:!&act: a.cczptable Cvideace of w tthe iastQaarx req I E':�4 coo. I s Appucnnts L4 a n-n is the worloera' GCOMpeasatienafdavk Ip,by cogthe boat1llatg4 ies to your shuatioa and P1 names,address aadpbame mm�bers ala gv#'a1c cate`of as all affidavits may be ,� ��niving ccmpany ., ;Ft I ! j • t � � . .�, y . 4cmiaed to t�D of IodostdalAccids far afmraatx'rage. Also be sure to sip an .a is tfie off daYlt M1C a aYk Sb00ld bC r to the t�orlOWIItb �lC app�it Ga�fOr tbC�pCtallt or IIC."1SC 1S Accidents. ` Sboold poabave map gazst<,nas r gtbe` if ��A 7 IIGtthC Departaamt • • .. Y! 'a -itS or Towns j�A p,w^se be sure that tj=afFdav n c=plete and P =ed 1C0Ip. The Depmtm�sai` hiQovidad a spat at-the bottom of ;Ey1VIi for you to IM at>tinthe eveatthQ O$'ux t s.»:. bCr Wbtc�t w1�ba used as a 1L{SrCaCr�mmsb Tba`'a�davrts MzY bC retttra tr ,me sure M tho •, _ _ ±e Deparmrrat by mail or FAX imless other ave h bemade. Z_ � `, l ne Ofnc:of iav ®s would Moto thank you is advance for you coopmntioa and should you have may questi= wse do not hesisate to give its a call. , =1?s f'r1A :s,fticphonc and f=mmber: The Commonwealth Of MassachusittrIC Department of Industrial Accidents Me 0!Innestmadons 600 Washington street • Boston,Ma. 02111 fax#: (617) 77.7-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 Department OJ 600 Washington Street Boston,Mass. O2I11 ce davit workers, Comneasation Insnran ;�� homeowner p=c ming all wor}c atpsel m a soie nronrietoz and have no one warin=in aav 151 �casazon for my=3P1C`Y "-s wor"'ng on this jo b. aman e:n�io=P ..::::,..::::-::......::,...::::-...:..,-:.:.....: :. .. ....... ..... .. . nnrne. .:. .......:.. .........................::...................::::::::::.:.......:::......:,.:........ .. :::....... •.1. :-...:::::.-v.::.:::.F': 'i:::.:.... :�.v::..i.•h-M.�::::lti!.:::•::::•: �::::ti:'.:..::': —77777 ::.... :.: :..: : noFrV one) and have hir d thr con==Ors Iistcd below wac � e coutm= or homeowner'(circle : am � So-prpprlCLOr e on polices. ;he :ollo«ing workers' comp�sau ........'.... - ..........::: ......... ... .................. . . e.S. �. . . : i::::.::;.i'f.•ik:-::-• ••:.. v � , k.. ::i:.is- `::. . _ .... ::..:... r.. .;:::•:;:::::.. . .: :-• .�'.:.y.::. : �:::::... '' //////,mil✓ O�I ^•ur---nee CMor—F*i: F F%.-F O.' .. ::::..:::.................:. F - e . ..... .-r cP co. ; / �� ` of a 1`/�00/mar r �=•ed,—dsr Seedaa 75A a[MQ.1S2 caa lead w the usPo O II O[CSIIIIlIIaI p co scare covera;e as and a floe of 5100.00 a dad aiainst rIIe- s cal irnnnsonmmt as weIl as t�iril permlo to the foam of a SLOP WORK ORDER for eoveraL a veriflcatiom be forwarded to tha OM=of Inv�om of the DL a rcrcDti cernfY the pains and penddm of p�urY tkar d c utfor"'=Dn providrd above is tru<and carted Tl _ { =i use do not th write in b area to be completed by city ortiolm ofIIdal o oniy � town �� m 5 Derane permit111cense �I,itrasasL BOA i or town: IDSCIecanen"Ofnee i Qgnith Dept —c-oc rcb ii irnmc L roQorua is rrgnired _ ❑oth-e._ phone#-, ontact r•cnon: ....,....•.•........ :;.... ....,;,..•... ::<: >::;??•:::: ::::: . /� �}ry { ° �` ` ° DATE(MMiDDJYY) ........ ..................................................................... PRODUCER THJS.^F FICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE MARK SYLVIA AGENCY i HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 770A MAIN STREET j ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. OSTERVII_LE MA 02655 COMPANIES AFFORDING COVERAGE q FARMi FAf:M'-. CASUALTY INSIJRANCE CCAIP,ANY INSURED _--------- ------ --,— KEVIN SHINN e DBA BRI.ARWOOD GARDENS ----- -- - - ---- ---- ----- - - 14 THORNS ROAD I C BUZZARDS BAY MA 02532-5415 ------------- ---------------- --- -----; i D :. •.•.•.:•.•.•:•.•.•:.•.•::.•:.•.•.•::.•.•:..•:.•.•.•::.•.•.•::....,.....,.•.,.•.•..,.•...,.•... . .......•.•.•:.•.•.•.•. .•.•..•.•.. •.•.•.•.:.•.•.•:•.•::•.•:::.• :•.•.•:.•.•:.•.•:.•:.•:•.•.:•.•::.•. '. :.I .. � •.•:.......... ...................................................................................................................................................................... THIS IS TO TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BEL.O'N HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO VVHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE II,JSURANCE AFFORDED B''f THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICiES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, CC TYPE OF INSURANCE POLICY EFFECTIVE I POLICY EXPIRATION! LTR POLICY NUMBER DATE(WAJDDr-(Y) I DATE(NVAIDO YY) j LIMITS 8 GENERAL LIABILITY — -- — __-- -_ --= GO0.00• y —, I - _I_ _ -;1 2001 X 0335• 5-i 4-00 ' 14-01 - ------- ---�-1 1 X s ---300_000 ] — ___ _ i I — 300,000 —— - -- --- ---- ! _ - 50.000 5.000 AUTOMOBILE LIABILITY ANY AUTO I ALL OWNED AUTOS SCHEDULED AUTOS r HI RED AUTOS --cfcn;l 1•JUN-GUUPJEDAIITOS GARAGE LIABILITY _ _ ! EXCESS LIABILITY —- UMBRELLAFORPA ___ _ -__ — ---------------I WORKER'S COPdPENS'ATION AND 200 1, 1 ,W 51 `1 54 , ,„� chdPLOYERS'LIAEIL!TY .1 4 00 7-,I 4-1.'I - b----------------I -- - _= — ----100_000-i 500 1 000 I OTHER 1 I i • } i I DESCRIPTION OF OPERATIONSiLOCATIONSIVEHICLESISPECIAL ITEMS MASONRY I ....... ... . 301�3..:: ..........I...... .... ... ........ ... I:...:..:..•.:..•.:...•.•:.•.•.:.:. ........................................ ......... ........... . ?HOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION GATE THEREOF. THE ISSUING COMPANY WILL ENDEAVOR TO N1AIL � TOWN OF FALMOUTH DAYS 'VNRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. i FALMOUTH MA — BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY ! I OF ANY KIND UPON THE CON•IPANY. ITS AGENTS OR REPRESENTATIVE AUTV E$ENTATIVE I..................#.....t.....•....•...•.::.:..:...:..•.•..:.•.•.•:::. ..•.•..•.•..•. ....... .•...•...•. .•..•.•..•.•. CC ACGR ,CQ3 PI(1)PL%CER THIS CERTIFICATE IS IMT,D AS A MATTER OF I FOk.t1AT1ON ONLY AND Brewer & Lord Lt.0 i:C�NFF:4$NO KIGHl'S UPON THE CERTIFICATE IIOLDER.THIS(;1'x'1 WK:A'I'E DOE$NOT ANf FN`0-e\'L'6ND UK ALTER 111E COYERAGE AFFORDED RV TI-IF- POIdCIES BEI.Ow 77 Main Street Falmouth, MA 02540 COMPANIES AFFORDING COVERAGE , COMPANY 508-548-1596 LEiTEK A Commercial Union corurAN—Y INS UNW LETTER B Safety Insurance 4 COMPANY Colony lnsulit)on, Inc. LETTER C Commercial Union PO Box 189 COMPANY Cataumct, MA 02534 I.KTTE Eastcrn Casualty COMPANY LETTER E 'THIS IS 1'0 CERTIFY THAT THL POLICIES OF INSTURANCE LISTED BELOW ILAVE BEEN ISSCTD TO TILE INSTJRF.D NANIED ABOIrF.FOR TIT.POl•fCV T'k;1tIOU lNll1CATEU,NO1'1I'ITHSEAtiDl,'G ANT REO,=-MENr,TEILrf OR CONDITION OF ANY CONTRACT OR OTIIF.R DO('IJNfF.Nr W'TTTI RF.SPF..t'.T TO W'(fjCH j'lils Cl,1('11t'IC'AT1 tIAY BE ISSUED OR MAY PERTAIN,THE iNSLRtANCL•AFFURDLD BY TIM,POLICIES DESCRIBED irCRF,rN'IS STJBIE•CT TO ALL TIIF.TERM$, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LLIIITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAB,15, C0 POLICY TR F,FF. POT.ICY F;U.OF INSUKANCE POLICY,NUMBER LI:}f ITS DATE{,MAI/UUIYYI DATE(klD1/1)O/YY) A Gh'N'kKAL LIABILITY ABR594525 61,1 8i00 6/1 8/01 GFNTMAL Ac GRF(;A'fl; 2,000000 x COMM.Gr•NTRAL LIABILITY PROU-C MPA)PAGG. 2,000000 CLAL1fS MADE I .. IC)CC. YT;Rti.j(AI)V.INJURY 1,000000 OWNER'S S CONTRACT'S PROT EACH OCCU-NCE 1,000o00 rlRr DAMACE(One Fire) 1 0 (CJ _ AWE).FAIT.(One Pcr 5,000 g AI;rgMORI1:FI,TnTsrLtT1' 1fi(1F530 41M'01) 4/?C11(11 COMBINED SINGLE ANY At r0 LIN4IT 50Q.00G d1.1.nWNTD Ar,-ray... _ DUVLL l 10J Utt i x sCIMDI.R:FDA17O$ (Perversuu) 500,000 x Ii1kMa AUTO$ BODILY INJI.7(Y x NUN-OW'NED AL-POS (Per uccidenfi 500,000 GARAGE LIABILITY NPROPERTY DAMAGE C EXCESS LIABILITY ceaz9a3o4 $118/00 6/13/01 FACIIOCY'T.JRRF.N 3,000000 x LZIBRELLA r•OTLrl AGGRL•GATE -%000000 0'1116K THAN UMBRELLA FOKM _..... ....._ ... 0 WCOO-74421 8 &1 o/00 G;1$!01 STATUFORFLn1TT5 %%10XKEKS1 COMPENSATION AND LACK ACCIDENT 500,000 EMPLOYF.R•S LIARILITY DISrASE-POLICY LIMIT 500,000 DTSFASF.F..A(:1TA:M'N. FOO,OOO E OT)IrR DESCKII'I'LON OF Ol'L•l(AI'IUNSILOCATIONS/YLIIICLES/SPECIAL ITEN45 Installation of insulation in buildings, homes and seamless gutters. , G�#2�'�'J�,;,)C'.�,.I3iDL3��•�. i. ;' ,." C-.5:1?�'ELI.�.4TTC11V '. I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BF.FORF-TIM EXTIRATION DATE THEREOF.THE ISSUING COMPANY WILL ENDEt1'OR'f0 MAIL �_ DAYS WRITTEN NOTICE TO TISL CERT171CnTE HOLDER NAML•'UO T[IP Tim Gray Building & Remodeling ii LEFT,BUT F:IILCR(L TO MAIL SUCH NOTICE SIIALL ENI[POSE NO OBLIGATION OR 15 Tobisset Street LIABILITY OF:1NY KIND L•TUN TIQ COMPAN-F•[TS:\GENTS OR REPRESEhTnTri'fiS. Mashpee, MA 02649 ' .,L.'IHORMEDKEPKESEN'TATIVE Brewer & Lord LLC Fax: 477-3364 - - - - - - -- — - - TOTAL P.02 U111. rat OCLCI UUII fit. n Of If IV:i'Ry Of I'I I DUI OI IUC Il friej 1 PA 0 11'1 i-*.) va w. av, _.,vv 1> -- , i ACDRD CERTIFICATE OF LIABILITY INSURANCE CSR PB DATE(MNJDD1,"O M11CO-1 10/20/00 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Hannon-Ryan Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Associates, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND; EXTEND OR 166 Center St. , P.O. Box 457 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Pembroke ESA 02359 INSURERS AFFORDING COVERAGE Phone: 781-293-5500 Fax: 781-293-7943 uasuReD -- -------- ------------------._-_-----__Biaryla_nd Ins Co --- -- I r.----� Phoenix Ins Co --------- �--- JIQ1 dba ---- ---- --- - - biichael Small 184 Lake Street Pembroke MA 02359 - _-- ----- ------ -- COVERAGES THE POLICIES OF INSURANCE LISTED BELO'A HAVE BEEN ISSUED TC THE INSUP.ED NAA•'EC ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE IISURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUB iECT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IF15R I --.I. POLICY EFF fY ECTIJE '.POLICY E%FIRATIOIJ — ------_-----_— -------------�-- LTR YYPE OF INSURANCE POLICY NUMBER I DATE MM1DD DATE MrdID DfYY LIMITS GENERAL LIABILITY ! i I�N'�'r,'i._�f�REI+i�� 5 1,000,000 A I % SCP33644304 08/17/00 08/17/01 _=_a':_= ;_;o,,_! —! = 300,000 10,000 % a ;> 1,000,000 _. 2 000 000 — -- —0 Fj AUTOMOBILE LIABILITY ! I rP.r.r;ici-ntl _ 1 GARAGE LIABILITY I - i -i t ` j EXCESS LIABILITY WORKERS COMPENSATION AND I :=T-TL,- "TH L,1v11.` EMPIO'YERS'LIABIL!TY { 6KUB451%469000 08/28/00 i 08/28/01 - -_. = .I�a•c > 100000 I — 100000 i E_�D:__ c L1::1 500000 OTHER ! I I I DE SCRIPTIOfJ OF OPER.'�TIONSILOCATIOrISfVEHICLESIE XC LUVONS ADDED B'i ENDORSEME N T1SPEC IAL PROvISi�,NS Sheet rock - dry wall contractor i CERTIFICATE HOLDER I N I ADDITIONAL INSURED:INSURER LETTER: CANCELLATION T I14OTHY SHCULD AN',OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF.THE ISSUING INSURER WILL ENDL.AVOR TO MAIL 10 DAYS WRITTEN Timothy Grey Building & NOT,CE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Remodeling ,MPOSE NO OBLIGATION OR LIABI!.17 Y OF ANY KINO UPON:THE INSURER,ITS AGENTS OR 15 Tobissett St 14ashpee 14A 02649 REPRESENTATIVES. Hannon-Ryan I ACORD 25-S (7197) - ACORD CORPORATION 1988 ' 1 Horan.Tame; lns.- - -- -- — - - - - - - — Qj002 (19 i 400- .CH[ i 0: l.? FAX 50$ i � 668� rr _. pp::: •.:.pk:: gyp: R[::`E: Y:i `:: DATE(M M/ODIYW..:.:: CORD0 9/14%2000 DUCER (y 0 81,7 S-5 8 3 0 FAX ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE r g a n-)ames Insurance Agency, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Barnstable Rd . COMPANIES AFFORDiNG COVERAGE annis, MA G2601 n01APANY Commercial Union Ext: A tn: )udy Staples _ InsuranceCo. c,mme rce SURER COMPANY � Michael Labute d b a B Mountain Company COMPANY Legion Insurance Company 68 Cappawack Road C mashpee, MA 02649 COMPANY D —77 77777 OVRACy6 THIS IS TO CERTIFY THA?THE POLICIES OF.NSURANCE L'STED BELOW f IAVE BEEN SSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR.MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS POLICY E€FECTIVE POLICY EXPIRATION LIMITS YO TYPE OF INSURANCE POLICY NUMBER DATE(h'1M/DD/YY) DATE(MMiDDNY) R GENERAL AGGREGATE $ 1,000,000 1 GENERAL LIABILITY ... ......................................... . PRODUCTS-COMP/OPAGG S 1 ,000,000 X COMMERCIAL GENERAL LI.ABII-ITY PERSONAL&ADV INJURY $ Soo,000 CLAIMS MADE X :OCCUR : S _ � 05!05/ZOOG 05%05%2001 _................................................... CBR481230,_.:.: EACH OCCURRENCE S 5 Q 0,C OY-fNER'S 4 CONTRACTOR'S PROT{ ___._.. ............_ _..... FIRE DAMAGE(Any one fire) S 100,000 ............ ......................._......_ MED EXP(Any one person) $ 5,000 AUTOMOBILE LIABILITY A COMBINED SINGLE LIMIT S ANY AUTO :................. ...... ALL OWNED AUTOS `. BODILY INJURY S (Per person) 5 G,000 X SCHEDULED AUTOS £92846 11;01/1999 11/07.;200E ......................_......_.. ....... .. .... 8 BODILY INJURY $ HIRED AUTOS 'Per axicert) 100,000 NON-O'i,iNEO AUTOS PROPERTY DAMAGE ..._............._ 100,000 y—` AUTO ONLY-EA ACCIDENT S GARAGE LIABILITY '" '-' OTHER THAN AUTO ONLY ANY AUTO EACH ACCIDENT $ :...................................... .. ......... ............. : AGGREGATE, S EACH OCCURRENCE S EXCESS LIABILITY AGGREGATE , UI'.IBIRELLA FORM S OTHER THAN UMBRELLA FORM - X 'TGRY LIMITS` ER .. V40RKERS COMPENSATION AND I EMPLOYERS'LIABILITY EL EACH ACCIDENT 5..............j00,000 �0 08/14/2000 08/14/2001 .......................IN_...... 41050115. ,4 EL DISEASE-POLiCYLIMIT S 500,000 THE PROPRIETOR! INCL ................_._. ._...._...__...... ... .. PARTNERS/EXECUTIVE �- EL DISEASE-EA EMPLOYEE $ 100,00 U CFFICERS ARE. X EXCL OTHER DE5CRIPTICN OF CPERATIONSILOCATIONSNEHICLES/SPECIAL ITEMS optic system installation and repair in ,MA, 4 CER l IFI{r/ILTE F ���'R ABOVE DESCRIBED POLICES BE CANCELLED BEFORE THE SHOULD ANY OF THE B 0 EXPIRATION DATE THEREO€,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL —13Z_DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, i I BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY Town, of Falmouth OF ANY KIND UPON THE COMPANY AGENTS OR REPRESEN TIVES. I 5 9 T O'n n Hai 1 S q AUTHORIZED REPRESENTATIVE i almouth, MA 02540 --r-,:r..a.+*v..,z„�,,.er..y;,cr,•4..,r• t�;n.:.T"7w. _ z��'.,� _..-.7+-7��`S-•1'? t.�:' ..ry .. .r-a,....,,,�aY7�ti:...y..:,�.eq:l•�..i4-,. .,d,�y�_�,r„,y-..,�„rw-w r.*� VE The Town of Barnstable 9�A 16.19. `0�' Department of Health Safety and Environmental Services tFDMA'�A Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner PLAN REVIEW ,. Owner: S-T 4 Map/Parcel:i Project Address: Ov G 4 i O—) V<< Builder: The following items were noted on reviewing: Please call 508 862-4038 for re-inspection. Inspected by: Date: /2 q:building:forms:review ✓�ce iiommmwouuea� a�,/�.aaoarfivaeli' BOARD OF BUILDING REGULATION! is License: CONSTRUCTION SUPERVISOR '± Number. CS 046234 Birthdate: 11/30/1959 Upires: 11/30/2000 Tr..reo: 4307 ! - Restricted To: 1 G TIMOTHY GRAY _ t5 TOBISSET STD. MASHPEE, MA 02649 Administrator HOME IMPROVEMENT CONTRACTOR Registration: 102634 Expiration 07/02/2002 Type: OBA TIMOTHY GRAY BUILDING & RE Tieothy Gray &1�4l T o b i s s e t St ADMINISTRATOR Mashpee MA 02649 I MAScheck COMPLIANCE REPORT Massachusetts Enerqy Code I Permit # MAScheck Software Version 2 . 01 Release 2 Checked by/Date CITY: Barnstable STATE : Massachusetts HDD : 6137 CONSTRUCTION TYPE : 1 or 2 Family, Detached HEATING SYSTEM TYPE : Other (Non-Electric Resistance ) DATE : 10-23-2000 DATE OF PLANS : 10-23-00 TITLE : New home PROJECT INFORMATION : karim Basta 7Houghton rd Hyannis, Ma COMPANY INFORMATION : Timothy Gray Building & remodeling COMPLIANCE : PASSES Required UA = 562 Your Home = 363 Area or Cavity Cont . Glazinq/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 1748 30 . 0 30 . 0 30 WALLS : Wood Frame, 16" O . C . 3096 13 . 0 13 . 0 149 GLAZING: Windows or Doors 489 0 . 300 147 FLOORS : Over Unconditioned Space 1492 19 . 0 19 . 0 37 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT : The proposed building design described here is rr% consistent with the building plans, specifications, and other calculations submitted with the permit application . The proposed building has been designed to meet the requirements of the Massachusetts Energy Code . The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code . The HVAC equipment selected to heat or cool the building shall be no greater than 1250 of the design load as specified in Sections 780CMR 1310 and J4 . 4 . Builder/Designer. Date /a -Z3 \ 108-1co ® e q LI - - - - � 2ND FLOOR OVERHANG (ABOVE) MAHOGANY DECKING ON II P.T. WOOD STRUCTURE - — NEW COLUMN W/ NEW BEAM (ABOVE EE, go, \ \ ro FRAMING NOTES EDGE OF SECOND FLOOR \ \ \ DECK`(ABOVE) \ UP \ \` OF 3' 0° EDW \ \ \ \ STIR n VAL Elf \ \`, \� .6,, ., \ SK2 A 4, ry B \ FD A10 scar ,�.•® ,•-0- I36° DRW REVISE.. Qy,. FLOOR. PLAN AT DECK MRST FLOOR PLAN E 0 2 4 8FT . 1 4 = 1'-0" �-3 o { 112'-0" F — — •4' 2'-0" REVISED RAILING LOCATION o \ \ \ (BETWEEN MBR WINDOWS, PERPENDICULAR TO MBR EXTERIOR WALL) \ \ \ NEW 4X4 P.T. WD. POST \ \ \ I I AND (4) 2X8 BEAM, BELOW (DASHED LINES) EDGE OF EXISTING DECK FRAMING, BELOW (SINGLE DASHED LINE) i `o\ OF MAHOGANY DECKING EDW p\ \ D E STR EDGE OF EXISTING (4) \ \ \ I 3 2X8 P.T. BEAM, BELOW (.I F �Grs't (DOUBLE DASHED LINES) \ I I A14 AIF iffs3afim NEW DECK CONNECTS TO II MAIN HOUSE AT SAME LOCATION AS EXISTING FRAMING !! ! II ! Fo' II 570" r W-616 rig•s 1.0* esum 23 APML 2001 \ \ � REVISED FLOOR PLAN AT DECK Q SECOND FLOOR PLAN - - o � a - - - �-1 - - - - � o _ o' n PARALLAM. ABOVE (AT 2ND FLR. DECK: SEE 2ND FLR. I I I Q FRAMING PLAN Q o0 2 X 8 P.T. FASTENED TO ` o FOUNDATION AT 16 0 C. (4) 2 X 8 P.T. BEAM AT FIRST AND 00 SECOND FLOOR DECKS � \ II 4 2X8 P.T. \ BEAM AT SECOND FLOOR DECK (ABOVE) \ 4 X 4 P.T. POSTS FOR DECK ABOVE ON GALV. BEAM SEAT ON \ 12" DIA. CONC. SONOTUBES W/ .'BIG FOOT" FOOTINGS: USE \ \ U SIMPSON AC4 MAX POST CAP W/ \ \ AA 14-16d NAILS TO BEAM AND \ ��� EDWA 14-16d NAILS TO POST. \A S EM H PARALLAM, ABOVE (AT 2ND \�\ 7 FLR. DECK; SEE 2ND`FLR. \ \ / Frst�• � FRAMING PLAN) \ \ W4 C NWM 8trMl Im T BV fBO.881GW rra mo DATE i (3) 1-3/4" X 11-7/8 LVL \ \\. scus 1/4'a ,•-o• OR N Z (4) 1-3/4" X 9-1/2" LVL BEAM BELOW— SEE FOUNDATION 2� PLAN 2 70 REVISED tiF��R " �4 FRAMING q q . so,- DECK Q MRST FLOOR PLAN 0 2 4 8FT 1 4" = 1'-O" ���� I LO Q X10 i { o [[DER BE e z Co ox z � a 00i6EF h USE SIMPSON U66R \ \ m FACE MOUNT HANGER o W/ 8-1 Od NAILS TO \ \ \ Q HEADER AND 4-16d w Q, {NAILS TO JOIST. moo\ \ ;� N 5.25" X 7.25" �, { PARALLAM PSL \ \ \ TREATED FOR CCA-SL2 EXPOSURE (ABOVE, 2ND FLR. DECK): USE' o { SIMPSON HU68-MAXcn \, \ HANGER. ,L, n Q (4) 2X8 P.T o { BEAM ON 4X4 P.T. POSTS SUPPORTING 2X8 P.T. SECOND, FLOOR DECK JOISTS; SOLID \ \ \ �ZN OF BLOCKING ABOVE BEAM; TRIM EX'G 2X8'S AT \ \ EDMV y OUTSIDE EDGE OF BEAM D ., ADD NEW- 2X8 P.T. \ ; .\ STRU y JOISTS AT 16" O.C. 6X4 POS SISTERED TO EXISTING rimE, DECK FRAMING WITH 6" \ \ 1VAL OVERLAP ABOVE EXISTING BEAM. I Ruw ,a�d, as _ -04 ComwMO ftm r MAWS" . - - - T 9T7.99Q6Z62 5.25" X 7.25" PARALLAM .PSL \ TREATED FOR CCA-SL2 `' { EXPOSURE (ABOVE, AT SECOND \ FLOOR DECK): USE SIMPSON Q�� { °"" °"" HU68-MAX HANGER.- GENERAL NOTE (NAILINQ cb 0� -17 6X4' POST { ,ire 1•-0- ,FOR HU68MAX: USE 14-16d; ��� \ BY. wm losum 23,PRL ZQQl NAILS -TO HEADER AND 6-10d NAILS TO JOISTS. (2 170 yFgQ�R FRAMI 400t el ' ` PLAN" DECK ,AT Q). .SECOND FLOOR']-PLAN 2 4 '8Ff` 1 4,, 1'-0" K-00 r TIMOTHY GRAY BUILDING& REMODELING 15 TOBISSET STREET MAST PEE,MA 02601 508-477-3364 MEMORANDUM TO: Town of Barnstable Building Department FROM: Timothy Gray Building &Remodeling SUBJECT: 7 Houghton Road Hyannisport DATE: January 26, 2001 CC: Town of Barnstable Conservation Department Attached is the "foundation as built" for 7 Houghton Road Hyannisport,MA Any questions or concerns please contact Tim at the above number. 62.76' o c� HSE.NO. 7 LOT 2 17,773 SF. °Cq 0 '7 certify that the foundation shown on 9.94' this plan is as it actually exists on the c� 16— na- � ground and that it conforms to the town of Bamstable zoning regulations regarding yard setbacks.„ 6 8. N date:Jan.18,2001 y N EXISTING flood zone 8 ! , o houghtonrd �, - o FOUNDATION 38.1 0 ' PLOT PLAN OF LAND� LOCATED IN - BARN STAB LE-HYAN N IS,MASS. PREPARED FOR I T I M GRAY HOUGHTON RD. DATE:JAN.18,2001 SCALE:1 =30' CAPE & ISLANDS ENGINEERING MASHPEE,MASS. Timothy Gray Building a Remodeling 15 Tobisset Street Mashpee,MA 02649 Phone 508-477-3364 Fax 508-539-3714 Email TTMGRA@aol.com February 05,2001 Town of Barnstable / Building Division Attention Tom 367 Main Street Hyannis, MA 02601 Dear Tom, Regarding: 7 Houghton Road, Hyannisport Attached is a copy of building specification from the Architect of this above project. If you have any question regarding these please do not hesitate to call me. Sincerely, Timothy Gray Enc: 1 0 e®xL 0 2 NEM.FOUNDATIDN WALL, g a! .. .. REFERENCE STRUCTURAL " DRAWINGS O —RELOCATED EXISTING 22' . - -0" WINDOW M NEW .. --___-__.--------------------- FOUNDATION RE OCATED Eft SING WINDd•Y IA NEW 1 EXISTING FOUNDATION Cdl .. rD:1NOATIDN o r--- -- ----------- -� ' - WALL v REMOVE AND RELOCATE �. I_ I M NT, I ' J-- w �' NEW STAIRS AND . :STING WINDOWI i WI I j' I - .. YUWL (In -- --_-_�. ------ I. moo - -----___- _ ------- - --- ---------------- -___---- 4 �L Wd Ili i i - �. •. r---- -I --------- --------- -- ------ -- -�!I- i u III I 3 I II II I LI -_--__------+ --.----III I I I I I J " f /ri\ Gl ; T`----- ------------- l F--- —--- J IJ� I \ \ I 9'-C 1/2- 4 3._D. t II II I I I ..:•..I rA _ I AW.o As.o - I. BEN I - A5.0 NEW SDKOIUBE STRUCTURE LJ I I __----1 I ABOVE-4— FOR DECK STAIR / i I 11 I �pC-0 ARCHye • - Ex6DNG BASEMENT ? BATHROOG iO.RE_AM TILL EXISTING WINDOW ¢UNLESS OTHERWISE EPENMG IN EXISTING I REQUESTED BY OWNER •. / / /�I I I1 I I I. I I FOUNDATION . EX'STING STRUCTURE FOR NEW.SONDTUBE STRUCTURE . DECK TO Rd'AIN FOR EXTERIOR SHOWER _ - • - InI--�' 'N - _ - li _ - --.---_.-_ - I i i , _ RUHLWALKERArtJrltecfs RNA FENCE SEE STRUCTURAL FOR / // - • _ - • ' TUN_ U° - - 60KSto 02127 ADDITIONAL/NE'DECK / I I, B-tm MA STRUC - / J ° ° GENERAL NOTES.FLOOR PLANS, REMovE ARo RnocArE / i I I I I I I T 617.26e.6479 IND:CATES NEW WALL - EXISTING FOUNDATION / ` I I I III I I I J F 617.268.5482 AINGOI:',OPEYMC TO _ © _ RF.NAIA r; I I I I I I 1 I C- - www.�,nlwn...com INDICATES NEW POURED CONCRETE WALL \ L----------- ------------- -CATIONSL -- i II � I I � SEE STRCCTURA!DRAWINGS AND SPEC! FOR ADDITIONAL REOUIREM..E\TS. DIM__NSIONS ARE TO FACE OF FINISH SURFACE UNLESS OTHERWISE I\OICATED. - I -----------'?- T----------- rf Numem REVISION oAte INTERIOR PARTITION FRAYING IS ASSUMED TO BE 3-1/2'WOOD STUDS WITH 1/2'RLUEROARD I I L AND SKILICOAT. MATCH EXISTING FRAMING AT OPENINGS TO BE FILLED OR WALLS TO BE CRA4YLSPACE - EXTENDED. USE 2.6 FRAMING FOR WALLS WITH PLUMBING'STACKS AND FOR NEW EXTERIOR I L �� . WALLS. . . --------- I I.. L------ --- -I I: L- --- --- J ALL NEW WALL BASE,DOOR AND WINDOW CASINGS TO MATCH EXISTING. I -.•:.: I:. PRESERVE EXISTING WIRING AT LOCATIONS WHERE EXISTING ELECTRICAL DEVICES ARE TO REMAIN; _I' m --- --- - -REPLACE DEVICES AND FACEPLATES. REI2 ALL ABANDONED 1'nRNG. PROVIOE NEW .• ELECTRICAL DEVICES PER CODE REQUIREMENTS. - _ 6-9 - - CL SCALE 1/4'=1'-0' . 2'-0' 11'-9" lY-3' 7'-0' 5'-0' 4'-11" DRAWN BY: HM ISSUED: IB JANUARY 2011 NEW FOUNDATION YlALL, E E • REFERENCE STRUCIURAL B _ - .. - DRAWINGS rOUVOADON uinow IN T FOUNDATION PLAN NEW FOUNCATIOR WALL, ALIGN WITH EXISTING' . - OPENING /A\ ®LBO®A48®N Pf AN A1.0 02 C7g� tll. . 5-6 1/2- 4•-2 1/2- 12'-5. Y 3_4- 4 2_4. _EASEMENT Y Us a NEW STAIR TO B45ENE ... - 4 NEW STAIR AND DOOR AT EXISTING Ww00'N a � - --isr C GARAGE - .. . RELOCATED ~ - _ NE41 S, TO SECOND. �In - ... .. . _.'.r - FLOOR v� . E cuES aplH I I 4 I 12'T - 110 NEw BOOKSHELVES >- I NEW • _ II I GUEST CUE ROOM . I HART M'S OFFICE .. I I I I I GARAGE I I I F I NEW D00 I� ExISnNG I I I POWDER ROO I . 106 DS �IlsnNc W NOnN I I 181 aJ I I \\ 12._6. •� RELOCATED LIVING 1 I I N00 -' --- I 1 \\ 101 RELOCATED I a UP N NEW DECK STAIR - .. SJPPORTS REFER TOSTRUCTURAL - UP \ \\ II CLOSET ,NEW STAR 10 DECK ABOVE •\\ a\\ All LN-W DECK EXTENSION. \\ F➢AFEFlNISH EMSTNG TO - QQ' I( P - CU TES MATCH NEW AREAS•ANGLE \ N`+1N \\ ' O/A I NCW REEL COLJkNS;SEE CLOSET Uy� TO I.ATCF.DECK ABDVE V\E`N \ //I I STRWURAL - - \ UP NEW PRIVACY FENCE - 1H - OU7000R SHOWER 11� Ieu© . ... III Ilm 10 - RUHL WALKE ilecTS. . GENERAL NOTES.FLOOR PLANS.-� e W.MA 02127 . a a I.=. ____+}____ I DS T 817.288.6978 I I? P 817.28&S4B2 INDICATES NEW WALL' - I I 102 I I . 2 9 - I I ,.,m..Nhwawr<om ' DS I I I KITCHEN SEE STRUCT;;RAL DRAWINGS AND SPECIFICATIONS FOR A9D.TIONAL REQUIREMENTS. - II DIMENSIONS ARE TO FACE OF FINISH,SURFACE UNLESS OTHERtWSE INDICATED. - - - I I a NEW..N c INTERIOR PARTITION FRAMING IS ASSUMED TO 8E 3-1/2-WOOD STUDS WITH 1/2-BLUEBOAR•7 " I w�__ I I ( n - ' - AND SK:MCOAT. MATCH EXISTING FRAMING AT OPENINGS TO BE FILLED OR WALLS TO BE � -. I ---� � ': ---�------------ LAUNDRY EXTENDED. USE 2.6 FRAMING FOR WALLS WITH FLUMBING STACKS AND FOR EXTER OR WALLS. - - z I t - 004 -__- r ALL N-W.WALL BASE.DOOR AND WINDOW CASINGS 70 MATCH EXISTNC. I I W 1 1 I_ RAISED WOOD DECKING PRESERVE EXISTING WRING AT LOCATIONS WHERE EXISTING ELECTRICAL DEVICES ARE TO REMAIN; SEE STRUCTURAL FOR - I I I I DRAINS TO GRAVEL BED INFORMATION ON NEW BEAV. - I I SHOW ®OMDOOR REPLACE DEVICE$AN FACEPUTES. REMOVE ALL A1wDONED WIRING. =RT'10E NE\Y - I I IYNCOW SEAT I I SHOWER ELECTRICAL DEVICES PER ELECTRICAL DRAWINGS A.NO CODE REQUIREMENTS. e 8'-I 3/4' 5'-4 1/4' 6•-7' NEW OUTDOOR SHOWER .. •. Y-O" 24'-2' /-'V.I.F.(EXISTING) 12'-0' SCALE: 1/4"-1'-0' '38.-2• - DRAWN BY: HIM r - RELOCATE GUIPEXISTING , ISSUED: 18 JANUARY 2011 B LAUNDRY EOUIPMEM EXISTING WINDOW RELOCATED IN NEW WALL FIRST FLOOR PLAN GROUND LEV AU 0 2 8FT 1 4' 1-0' e _- m�m ® j� - �: S p n o 0 - - �g - m K tmn �a 9�r r F11 g_ Y-Ps R > n � Zr m �a v �Sz P o _ 5'-II 1/2' IxSTIN NEW DOWN ._. / lit Ilr II 42 . �I II / -- BOOKSHELVES II n I � : r NEW; EXISTING ":I I ❑ I ONI151X3 I II a _ r u f r oowe SEAT I - •N N u CLOSET LOH ABOVE €€€m�IIJJJ� y I II J I N 8 O = d l I M3N I M3N 23 I • I I I ROOF BELOW' �- ----------� Ug po Sg O O, ED. f € EQ. E0. E0.a E0. EQ. E0. EQ. f f� f I 8'-7112" I'-6" 12.-0' 16'-6" 1 61/' 12._2. 56-11/2' - 1 . _— CD m~o$. _ _ y [BASTA HOUSE 0 0 3:QS D S� z 4 Ei . m z ��^a�ma= HYANNIS,AAA 02801 g IIy - .. - _ !TIT TILE CONTRACT. L t45J0 IN ELEVATION OR ENCE LI .e NOT�.F ALL LEAS PERTAIN TO THIS T _ A° ABOVE FINISHED FLOOR LG LONG IST FLOOR PROPOSED ELEVATION C �.- AC. ACOUSTICAL CEILING MH MANHOLE E SECTION A� COLUMN REFER NE ® N A/C AIR CONDITIONING 41AAUF MANUFACTURE, MANUFACTURER - .. Pn pC p - CENTER LINE c fl .ALT ALTERNATE MARB MARBLE AL ALUMINUM MAS MASONRY 0 X AB ANCHOR.BOLT MO MASONRY OPENING - 'O X.MAT'L MATERIAL or MATERIALS HIDDEN EDGES/PROJECTIONS ABOVE ANOD ,ANODIZED MTL METAL• — — OFFICE ROOM NUMBER ��� APPROX APPROXIMATE 129 _O 2 CARBON MO SMOKE DETECTORS-REVIEWED ARCH ARGHTEGT or ARCHITECTURAL MAXM-H �I�dICAL BREAK LINE < AUTO AUTOMATIC MC M=DICINE CARINtT XXX-XX DOOR NUMBER Y p _ MUST BE I�§� eD BOARD Msz MEZZANINE X MASSACHUSET$§ ., . II AQE . BF BARRIER FREE MIN MINIMUM 'I(^� _ BIT BITUMINOUS MISC 511SCELIANEOUS X AX X BLDG BUILDING MR hlIsCEURE RESISTANT "INTERIOR'ELEVATION XO WINDOW TYPE BBc LKG YOTHERSBLOCKING MLCG MOLDING,MOULDING BARN TABLE BUILDING DEPT. DATE BOT OTTOM NA NOT APPLICABLE X O LOUVER TYPE �^ BAG BEARING NIC NOT IN CONTRACT x 'EXTERIOR-ELEVATIONS v 11 CARP CARPET or CARPETED 000 CIF. CAST'-IN-PLACE `N/R NOT REQUIRED. A�l ,BASE TYPE Cl CHANNEL IRON NTS NOT TOSCAIE CB CATCH BASIN NO NUMBER p FIRE DEPARTMENT DATE CEIL'G CEILING OC ON CENTER WALL SECTION OPNG OPENING 738.6 NEW FINISHED GRADE moo SIGNATURES ARE REQUIRED FOR PERMITTING CT CERAMIC TILE CLG. CEILING Ax OD OUTSIDE DIAMETER CO CLEAN OUT PNT/DR SECTION OR DETAIL " CLO CLOSET PTO PAINTED 138.0 COL COLUMN PART PARTIAL C l ------- EXISTING EXISTING GRADE COMP C0ILPRESSIDL PART PARTITION �,r REFERENCE DETAIL CONC CONCRETE P&M PATCH&MATCH J DRAWING WHERE DETAIL IS DRAWNCMU CONCRETE r CO' CONSTRUCTION MASONRY UNIT PLAS PIASTER PLAM PLASTIC LAMNATE CONT CONTINUOUS - PL PLATE - - I_ CJ CONTROL JOINT PLYWD PLYWOOD - CORR CORRIDOR PVC POLYVNYL CHLORIDE - BET DETAIL PRE PRE-COLORED - - DPR DISPENSER PSF POUNDS PER SOUARE FOOT ^ DISP - DISPOSAL PSI POUNDS PER SOUAR=INCH ACOUSTICAL TILE CEILING GRID - t' DEL DOUBLE PM PRESSED METAL CEILING HEIGHT - DIA DIAMETER PROP PROPOSED _ON DOWN DOWN PTWD PRESSURE TREATED WOOD ® SUPPLY OR RETURN AR DIFFUSER OR GRILLE LIGHTING TRACK DWG DRAWING QT QUARRY TILE •, IMPORTANT. n - DF DRINKING FOUNTAIN RAD. RADIUS RECESSED INCANDESCENT WALL WASHER •1 DS DOWNSPOUT -RWL. RAINWATER LEADER ® `O - EA EACH REF REFERENCE RECESSED FLUORESCENT.LIGHT FIXTURE ANY CONSTRUCTION THAT INCREASES LIVING SPACE" ELEC ELECTRIC or ELECTRICAL REINF REINFORCE,REINFORCED,or REINFORCING ® EXIT LIGHT '�,Y1I i El ELEVATION REO'C REQUIRED O SURFACE OR PENDANT MOUNTED _ BEYOND 1 q00 pQ- �- PER LEVEL MAY REQUIRE THE t ED ELEVATOR RF RESILIENT FLOORING FLUORESCENT LIGHT FIXTURE O PAGING SPEAKER L J EQ EQUAL RA RETURN AIR INSTALLATION OF ADDITIONAL SMOKE DETECTORS: EAS EXHAUST ' RD ROOF DRAIN • Y( RECESSED INCANDESCENT LIGHT FIXTURE SMOKE OR HEAT DEFECTOR EAST.m(Q EXISTING .RM ROOM �.( "o _ EXP EXPANSION' RO ROUGH OPENING - - - _ EJ EXPANSION JOINT SECT SECTION • SPRINKLER HEAD NOTE: A SEPARATE PERMIT IS REQUIRED" FOR THE EX P EXPOSER SMH SEWER MANHOLE O INCANDESCENT LIGHT FIX FIXTURE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL EXTERIOR SM SHEET METAL .. FAB FABRICATED Sim SIMILAR FRP FIBERGLASS REINFORCED SC SOLID CORE '' ^^ © ACCESS PANEL PERMIT DOES'NOj.SAT1SFY THIS REQUIREMENT. FIN FINISH or FINISHED , SPEC SPECIFICATION or SPECIFICATIONS 'WALL MOUNTED INCANDESCENT LIGHT FIXTURE NFEc FIRE FIREvEX INGUISHER &.CABINET FE FIRE EXTINGUISHER SQ SQUARE _ - - - FEC FIRE EXTINGUISHER&CABINET SS -SOUD SURFACE r FR FIRE RATING SST STAINLESS STEEL - FIXT FIXTURE STD STANDARD ' - - - FL FLOOR or FLOORING - STO STORAGE • - _ FD FLOOR DRAIN STRUC STRUCTURAL EARTH(COMPACTED FILL) WOOD,FINIS - FLUR FLUORESCENT STRBD STRAND BOARD ® FINISHED .- FT FOOT SUSP SUSPENDED ' FTC FOOTING SAT EA SUSPENDED ACOUSTICAL CEILING RTH(UNDISTURBED SOIL) ® WOOD,ROUGH FNO FOUNDATION Si STONE - .. CA GAGE,GAUGE' SR STONE TILE ROCK SHIM GALV GALVANIZED SUPP SUPPRESSION GC GENERAL CONTRACTOR SYS. SYSTEM - - - IMPORTANT- UPGRADE REQUIRED TEL TELEPHONE POROUS FILL(STONE,GRAVEL,ETC.) PLYWOOD(LARGE SCALE) GL GLASS, D(,R G TEMP TEMPORARY 0 ARC GB GLASBORD(=IRE RETARC) v4 Lq yFo, ' _ - GRB a GRAB BAR. TOO THICK or THICKNESS 5 L STATE BUILDING CODE-REQUIRES'THE UPGRADING OF GR GRADE TOS TOP OF STEEL ASPHALT PACING PARTICLE BOARD TPD TOILE'PAPER DISPENSER � Na 5fi59 SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN HDWGWB " HARSUMDWARE WALLBOARD T&G TONGUE&GROOVE YE Irv. HOW .HARDWARE UL TYPICAL CONCRETE(LARGE SCALE) INSULATION,.LOOSE OR GATT - - HTR HEATER UL UNDERWRITERS LABORATORY ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED.. HVAC HEATING/VENTILATING LINO- UNLESS NOTED OTHERWISE CONCRETE,PIASTER OR G.W.B. �rTMDr u •. /AIR CONDITIONING VERT VERTICAL. - (SMALL SCALE) INSULATION,RIGID HC HOLLOW CORE VEST VESTIBULE HM HOLLOW METAL VCT VINYL COMPOSITION TILE e ..`-. PRE-MOLDED FILLER b. NOTE:":A SEPARATE PERMIT IS REQUIRED FOR THE HORIZ HORIZONTAL VCB VNYL COVE BASE G.W.B.W/GIASBORD ELECTRICAL HW HOT WATER Vlf VERIFY IN FIELD RUHL WALKER Archltecls: ' - IN INCH VSF VINYL SHEET FLOORING - A'1 -INYL WALL COVERING BRICK - ID- INSIDE DIAMETER WCC WATER CLOSET, ® .COOLER PANELS - 60K slreer INSTALLATION OF SMOKE DETECTORS .THE ELECTR A S REQUIREMENT. M9A OR INS. INSULATE or INSULATION WP WATERPROOFING K ® - Briton,MA 021Tr ' PERMIT DOES NOT SATISFY THIS REQ REM T: Y - WELD RE FABRIC, CONCRETE MASONRY UNIT T 8173685478. R INN INVERT AYr WELDED WIRE i.. CON GYPSUM WALLBOARD F 617268-14M JAN JANITOR T!/. YfTH LARGE SCALE - JT JOINT WM WIRE MESH LAM • LAMINATE or iAMINATED WD ,.WOOD" LAV LAVATORY METAL(LARGE SCALE) TT-�T'[��['L'7'T-T-T LCC - LEACCOATED COPPER V!I .WROUGHT IRON ®. CERAMIC TILE OR O.T. W/0 WITHOUT ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL SYMBOLS _ a.- gEVRIpN WiE . - - - DWG NO. DRAWING TITLE �i1 G) r -`4•�"7°I"1. GI.O GENERAL INFORMATION - 1 �,.c�, , E r AO.3 FOUNDATION DEMOLITION PLAN I(I a �� (',�T ]� x I z A0.4 GROUND FLOOR DEMOU11ON PLAN -.. 1 vJ L ti 8 �1 I'"L.' AO.5 SECOND FLOOR DEMOLITION PLAN '" r - I 7 HOUGHTON ROAD A1.0 FOUNDATION PLAN °� F �)- HYANNIS,MA 02601 AI.i FIRST FLOOR PLAN SCALE: AS NOTED . .. `:... ��1"' ,:,. R1 ! !} '• A1.2 SECOND FLOOR PLAN DRAWN BY.• HM AI.3 ROOF PLAN _ ISSUED: 18 JANUARY 2011 V/I .1 A5.0 EXTERIOR ELEVATIONS - . 1�1 ,,f7•:`; l f L) U �� :ter r� A6.0 BUILDING SECTION GENERAL_ n — O A8.0 ' WINDOW AND DOOR SCHEDULE INFORMATION r! o O LOCATION DRAINING INDEX O N � O - �. .. REMOVE PORTION OF REMOVE EXISTING PIER Z _XSTNC FOUNDATION, - FOUNDATIONS FOR NEW O . ?ROME ADEQUATE ADDITION - . SHORING FOR ALL EXISTING S W ' STRUCTURES SCHEDULED REMOVE EXISTING STAIR O j . TO REMAIN.FCUN)4TION O MAY REMAIN AS - TEMPORARY SUPPORT REMOVE AND RELOCATE .. PRIOR TO REMOVAL .EXISTING WATER HEATER. . WAG AND LAUNDRY PER RDJOVE AND DISPOSE OF DESIGN - WINDOW PROVIDE O Q PROTECTION FROM ELMENTS DURING CONSTRUCTION,PATCH PATCH AnJ _ RPA'R INTERIOR WALLS TO MATCH ADJACENT. ------ ——— —————— -- ————— _--_—_------ ----_—_---- ———————— -------------------- — ---------- -- -- -- ------ ----------------- r _Yr 1I� r' � � �� I II O II I I I .I I x1I III HVAG I I - I � r I II I MI6 II I III UP I I III 1�-----------i r---------J - - I 1 III 11----------------=- ---------J IICIf 1 - ��--------------------, -- — — I I III I 1 I REMOVE EXISTING CHIMNEY I ,- I AND FIRE PLACE SUPPORT I L__J . I LI I i I TO BELOW FLOOR I I - - I I III I. 1 STRUCTURE.PROVIDE L_ ADEQUATE SHORING FOR ALL EXISTING STRUCTURES �n���-� I I SCHEDULED TO REIUVK - 1 I I 'll III I I Ill! I I�I I I I REMOVE OW AND DISPOSE OF - . I I I I.I 11 I J JI I I PROTECTION FROM . 10 J,II _ __ _ ELEMENTS DURiNG L I I. 'I I I r -I —1 CONSTRUCT"R'PATCH AND 0 T. L J I I REPAIR INTERIOR WALLS i0 lEPE A MATCH ADJACENT. T. CRAWL SPACE I I Ia ' - - / / I•I I III I . I .. .. RUHL WALKER Architects . N _ • / / 1 I I III T. .. I, I �. _ _ 60KSbtW / / III I LI I I i - - • Bwton,MA02127* GENERAL OSN!CLRION NOTES / ` LI II I T 617.26U479 F 617.28&5482 INNNEENINEW REPRESENTS WALLS AND FRAMING TO BE REMOVED - - _ / III 'III I I Id I - wvMauM1lwalFmwm � (( REPRESENTS FINISHES 70 BE REMOVED k _ L———— --_---- III L-----------J I I SU?PORT AND PROVIDE ADEQUATE SHORING FOR ALL EXISTING STRUCTURES SCHEDULED TO WAAIN;NOTE - THAT SOME EXISTING STRUCTURES MAY HAVE TO REMAIN FOR TEMPORARY SUPPORT OF NEW WON, - L_——— _—— TEMPORARY SUPPORT STRUCTURES REQUIRED TO PRESERVE EXISTING CONDITIONS DURING THE INSTALLATION OF NEW WORK ARE TO BE REVIEWED WITH PROJECT STRUCTURAL ENGINEER PRIOR TO DE1,10LITION. - a EXISTING WORK WORK NOT SCHEDULED FOR DEMOLITION IS TO BE PROTECTED DURING DEMOUTDN AND CONSTRUCTION,AND ALL RELATED DA`J.AGE SHALL BE REPAIRED. PATCH AND REPAIR WALLS TO MATCH EXISTIX'C AT LOGAT'ON OF DEMOLISHED WALLS - .VERIFY BEARING CONDITIONS PRIOR TO DEMOLITION ,NOTIFY ARCHITECT OF ANY FIELD ISSUES THAT CONFLICT WITH DRAWINGS PRIOR TO BEGINNING WORK SCALE 1/4'=1•-0' ' PROTECT ALL EXISTING WORK TO REMAIN WHICH MAY BE DAMAGED BY ON-GOING CONSTRUCTION OPERATIONS - - DRAWNBY. HM SALVACE ITEMS(DETERMINED BY THE OWNER)FOR POSSIBLE'REUSE. ISSUED: 18 JANUARY 2011 CONTRACTOR TO EVALUATE EXISTING ROUGH PLUMBING.AND ELECTRICAL,SYSTEMS. -CONTRACTOR TO DESIGN COMPLETION OF THESE SYSTEMS TO INTEGRATE WGH NEW:PORK AND/OR CAP OR TERMINATE AND REMOVE EXISTING SYSTEMS-TO BE ABANDONED.SEE SPECS. � - FOUNDATION DEMOLITION PLAN POUNDA 7&OMB D-WOLITION PLANA O o 3 r ID<w„gnl mIo P— e wo - m Ix o O 2 O REMOVE E OUTDOOR Z 0 O • - SHOSHOWERAN AND DECKING _ .D DE VG Y . .. REMOVE EXISTR:G STAIR .. r A Y - REMOVE WALL AND BUILT AND WALL IN SHELVING . - - - REMOVE BATHROOM d . REMOVE FIXTURES AND FiNISH6 IX61BJG GARAGE AND PORTION OF WALL FOR - ENTRY STAIRS 00 d. I II III I'I � II I1 II �REMOVE IXlsneG WALL _ -- -- ---- -- ---- — J 11 II i 11 11 P II r i ` T • AND DOOR '!- -rl REMOVE WNWAPS,SAVE I I \\ I I + FOR IRSTALLATON I.A. - .. -OTHER AREA OF THE ... - " $ ECIFCATIO:J FORd HOUSE,SEE SF II \\ I REM IXI$TIN'G . FIREPLACE AND CHIMNEY. .. ' PROVIDE ADEQUATE - - SHORING OF ADJACENT - EXISTING STRUCTURES. I I \ - 1 q I REMOVE EXISTING ENTRY (PATCH AND REPAIR \ I I@I I STAIR - - SUBFLWR AS REQUIRED - III REMOVE WINDOWS,SAVE . REM OV<W.NDO'hS,SAVE \\ \\ I - FOR INSTALLATION IN Y . FOR INSTALLATION!V - \\ \\ I - - OTHER AREAS OF THE .. OTHER AREAS OF ThE \\ I HOUSE t HOUSE:PROVIDE - e PROTECTION FROM \\\ \\ III .. • _ - -ELEMENTS DURING REMOVE ADDITION, OF WALL CONSTRUCTION PATCH AND \\ \\ —— I FOR NEW ADDITION. REPAIR INTERIOR WALLS T \\ '`� � �'� I PATCH ADJACENT STRUCTURE 7�COE ADEQUATE C I PR EXISTING SHORING it it N \\ -- \ RLIHL WALK I I sb li sine. I BOst.n MN02i27 GENERAL DE CLITION NOTES r 617268.5479 REMOVE EXISTING ' F 617308.5482 O REPRESENTS WALLS AND FRAJAING TO BE REMOVED STAIRCASE,PATCH ANDREPAIR - r O OR REPRESENTS FINISHES TO BE REMOVED ACCOMMODATE N TO EIY www.ruM1Mallur.com I I l REMOVE EXISTING CABINETS AND WALLS FOR NEW " . I ADDITION.PROVIDE PROM DE AND PRDE ADEOUATE SHORING FOR Al EXISTING STRUCTURES SCHEDULED TO RETAIN;ROLE THAT - J--g-e.,e.$�, _ ADEOUATE SHORING OFF p �� SOME EXISTING STRUCTURES MAY HAVE TO REMAIN FOR TEMPORARY SUPPORT OF NEW WORK _ EXISTING STRUCTURES TEMPORARY SUPPORT STRUCTURES.REQUIRED TO PRESERVEEXISTING CONDITIONS DURING THE INSTALLATION OF WINOpWS.SAVE _ n NEW WORK ARE TO BE.REVIEWED WRIT-PROJECT STRUCTURAL ENGINEER PRIOR TO DEMOLITION. FOR REMOVE VEVA INSTALLATION IN OTHER AREAS OF THE COSTING WORK NOT SCHEDULED FOR AGE SHALL B TO R BE PROTECTED DURING DEl60J710N Ar:O � � HOUSE - CONSTRUCTION,AND ALL RELATED DAMAGE SHALL BE REPAIRED. � � . -+ PATCH AND REPAIR WALLS TO MATCH EXISTING AT LOCATION OF DEMOLISHEDWALLS - - VERIFY BARING CCNDITIO.VS PRIOR TO DEMOLITION • - - NOTIFY ARCHITECT OF ANY FIELD ISSUES THAT CONFLICT YRTH DRAWINGS PROR TO BEGINNING WORK ` . «.. - SCALE 1/4«=1'-Q" PROTECT ALL EXISTING WORK TO REMAIN WHICH MAY BE DUTAGGED BY ON-GOING CONSTRUCTION OPERATIONS REMOVE WINDOWS,SAVE pppVyH BY: HM OR INSTALLATION IV' SALVAGE ITEMS(DETERMINED BY THE OWNER)FOR POSSIBLE REUSE.SEE SPECS. OTHER E AREAS OF THE-IOUS ISSUED. 18 JANUARY 7011 UTILITIES . CONTRACTOR TO EVALUATE EXISTING ROUGH PLUMBING,AND ELECTRICAL.SYSTEMS. CONTRACTOR TO DESIGN - COMP:.ETION OF THESE SYSTEMS TO INTEGRATE WIT=NEW WORK AND/OR CAP OR TERMINATE AND REMOVE ' E%I$TING.SY$TEL!S 10 RE ABANDONED.SEE SPECS. " FIRST FLOOR ' DEMOLITION PLAN - - - A04S LOOR DI9OhISI ON PLEA 0 r Id'- -Q-. o<w v p.A ..aA k [L O z REMOVE WINIMS,SAVE ... .._. - FOR INSTALLATION W n " REMOVE WIADOWS,SAVE _ OTHER AREAS OF THE - - FOR WSTALLATIOA IN HOUSE .. .. OTHER ARDS OF THE " . HOUSE V I ; r -�I I I ICI I ,I I1q� I I _ IrYr-—_------Jr I I I\ I ---J Ji I �I ' REMOVE EXISTING WP11 . • \ \\ "\ I I I// I I PARTITIONS AND FINISHES, \ - - PROVIDE ADEQUATE , SHORING OF ADJACENT - - _ EXISTING STRUCTURES. - - . • , _ ,REMOVE EXISTING FIREPLACE AND CHIMNEY. '. :REldOVE AND SALVAG� � \ \\ III I \ / I PROVIDE ADEQUATE . - • EXISTING BATHRGOlt SHORING OF ADJACENT - - IXTURES:AND FINI5.4E5 ` \ \\ I I \\ •/ I I I E%STING STRUCTURES. FOR RELOCATION IN NOW \- �\O\ - t I I \ / I : I 1 PATCH AND REPAIR - . - 3ATHROOM SUBPLOOR AS REQUIRED i . REMOVE FRAMING AT ENO \ \\ t I I } I I I F OF EX1571VG E%TER:OR - - ' \ \\' I I i / \\ I I I - . REMOVE EfU5FWG - - • WALL -- \ \\ I I I / \ I I - - .STAIRCASE.PATCH AND REPAIR SUBFLOOR TO - REMOVE E%-..STING CABINETS -\ \\ I / - \\ I I ACCOMMODATE NEW •- '° ANC WALLS FOR NEY \ \\ I I I - \\I I I ADDITION - - - - - ADDIT.ON.PROVIDE • - - ADEQUATE SHCRINC OF EXISTING'STRUCTURES, - .. y.. SAVE CA61NETRY FOR . - REUSE IN NEW FAMILY _ - ROOM P ? \\ It. 11 1 T Y I I I 1I c3 •• ,. \ \ I I It B "RUHL"W LKER'Arch/Fects. :' 60KSb of " . . . - .. � • I I — /" :I I I BostMMAo2127 GENERAL Y_MOLILON NOTES : I f ;t I I , T 617366.6476- REMOVE WINDOWS,SAVE FOR INSTALLATION IN E 617366.6482 REPRESENTS WALLS AND FRAMING TO BE REMOVED' - I I I"I:_: :•;I, 1 I OTHER AREAS OF THE www.tunlwa,ker.com Ol«L[[UILI�L� HOUSE REPRESENTS FINISHES TC 3E REMOVED LU "I III SUPPORT AND PROWD ADEQUATE SHORING FOR ALL EXISTING STRUCTURES SC-°DULED iO REtdAW;NOTE . THAT SOME E%ISTIRG STRUCTURES MAY HAVE TO REMAIN FOR TEMPORARY SUPPORT OF.NEW WORK. TEMPORARY SUPPORT STRUCTURES REQUIRED TO PRESERVE EXISTING CO\0.TNTNS DUR.NG THE INSTALLATION - Of NEW WORK ARE TO BE REVIEWED WITH PROJECT STRUCTURAL.ENGINEER PRIOR TO DEMOLITION. _ EXISTING WORK NOT SCHEDULED.FOR DEMOLITION IS TO BE"PROTECTED D:RING DEMOLTION AND --�— CONSTRUCTION,AND,ALL RELATED DA4ACE SHALL BE REPAIRED. " PATCH AND REPAIR'WALLS TO.MATCH EXISTING AT,LOCA.TION OF DEIJOLS:ED,WALLS "' a • - VERIFY BEARING CONDITIONS PRIOR TO DEMOLITION - ' NOTIFY ARCHITECT OF ANY.FIELD ISSUES THAT CONFLICT 1YITr:DRAWINGS PRICR TO BEGINNING WORK - . SCALE 1/4•=1'-0• PROTECT ALL EXISTING WORK TO R-MAIN'WHICHMAY BE DAMAGED 6Y ON-GONG CONSTRUCTION OPERAT10N5 _ ppgy,R.,gy " HM k SALVAGE ITEMS(DETE3XDNED BY THE OPENER)FOR POSSIBLE REUSE.SEE SPECS. - - ISSUM: 18 JANUARY 2011UTtLUIFS- CONTRACTOR TO EVALUATE E%ISTiNG ROUGH PLUMBING,AND ELECTRxAL,SYSTEMS.- CONTRACTOR TO CESICN - CO.MPLZION OF THESE SYSTEMS TO INTEGRATE VAT NEVI WORK ANO/OR CAP OR TERMINATE AND REVOVi: - FLOOR ON EC D OR EXISTING SYSTEMS TO BE ABANDONED.SEE SPECS. - - - SEOL FLOON AN Aoo5 D 2 , 0 D cm 02 1/4'PER FOOD ROOF O (j . • SLOPE WITH TAPERED Z . STRAPPING AND/OR G Q TAPERED INSULATION S Y - FULLY ADHERED EPDM ... - - ROOFING SLOPED 1/4'PER ° FOOT MINIMUM TO DRAW, Q .: .: TYP.FOR ALL ROOFS as- - Cdl o0 - .. 6:1T) . EXISTING I ' . - .. .. I 1/4•PER FOOD ROOF SLOPE WITH TAPERED . STRAPPING AND/OR TAPERED INSULATION - . .- - - - FULLY ADHERED EPDM ROOFING SLOPED 1/4 PER •' FOOT MNIMUM TO DRAIN, _ .. - _ DS TYP.FOR ALL ROOFS - EXISTING RCOF TO REMMN - r . EXISFWG ROOF PARAPET TO REMAIN - SLOPE 6:12� I/�q12! +/'27/8:12/ - n . EXISTING A - A6.0 AA .. - as l EXISTING ROOF i0 REEW!N. .. Ir N_lY ROOF BELOW;INCL " < _ - - •' GUTTERS AND W7INSPOUTS I - LTHOPX .;' NEW FIREPLACE VENT ROOF ,-. - N '_ — PENETRATION PROVIDE - ., , .. R - CRICKET AS REQUIRED RUHL WALKER NcA7itecFs ROOF BELOW eO KS6eal .Boston,MA D2127�- GEMAL ROOF PLAN NO_TE9 - V - T 617266.6479 C_7 INDICATES FIAT ROOF,WITH M'XI2UM SLOP_ IF617288.6482 SLOPE DS DS I/9 12/: ';I +/-2 7/8:12 www.euM1Manm.com SURFACES EXPOSED TO THE WEATHER MUST BE WATERPROOFED AND SLOPE A MIN 1/4-PER FOOT FOR ,I - DRAINAGE . ' :. - I rluYem nEVIsroH Y—_ PROVIDE A!UMINUM FLASHING AT ROOF EDGES,WELDED AT SEARS,TYPICAL. DRAINAGE FOR ALL RDOF CVERMNGS,ROOF DECKS ROOFS AND EXTERIOR IWRDSCAPE AREAS ARE TO - OPE'. 6 s CONNECT TO.E%ISTING DRAINAGE LINES AND BE DROUGHT TO-Tr=STREET OR OTHER APPROVED DRAINAGE" AREAS IN COMPLIANCE WITH ALL LOCAL CODES,EXACT SYSTEV TO BEDETERMINED672) 11 - PROVIDE ICE AND WATER SHIELD COMPLETELY COVERING A!L VALL-IS AND RDOFS FACES AT SHINGLED - EXISTING I^� ROOFS WITH A SLOPE<4:12. SCALE: 1/4'=1`-0" DRAWN BY, HM ISSUED., I 18 JANUARY 2011 ROOF PLAN 0 - o z 4 aF'. �i 4-� 1'-0- • - ©•w„aa mlo mmE svasn.,cNlm..rc. O N o m h 7 • ♦ - PATCH AND REPAIR O .. SHOIA'TO MATCH Ig Y - EXISTING A g - EXISTING WINDOW TO REMAIN CQI WINDOW AT LOFT LEVEL v - RELOCW7CD EXISTING NOD NEW SHINGLES TO MATCH RELOCATCDE%ISnNG _ EXISTING YANDOYIS.AT 10:1 i0 REM LEVEL DY EXISTING WINDOW MNOCAT AIN . - EXISTING WIKDDW TO EXISTING WALL BEYOND .. EGRESS WINDOW . REMAIN NEW SHNGLES TO MATCH CQI r RELOCATED EXISTING EXSnNG v WINCOW moo t- - - - - IT -8'T.O.S. - I ..i O1 11 11 SECOND CEILING l i SECOND CEILING ' i 07 EL.18-e"T.O.S. ' — I EL. 18'-8`T.O.S. �� ' - SECOND LEVEL h I '1 1 A: SECOND LEVEL h - EL. 10'-8"T.O.S. Y -_ - - EL.10'-8"T.O.S.. .. _ GROUND CEITO !T0 I GROUND CEILING - . EL.9'-8"T.O.S. - 09 07 I EL. T.O.S. . 14 GROUND LEVEL _h _ GROUND LEVEL EL. 1'-8"T.O.S. -- EL.1'-8"T.O.S. i I r I - -: .RAW CRAWL SPA -3_2 V.L EL.-3'2'TO.S. E h ' I L — —_ ____—__1_____ __ I BASEMENT LEVEL — ____ ___ BASEMENT LEVEL . ". PATCH.h:REPAIR SHINGLES ".: L_ ____—_._____!____ _.— 7 -�" RELOCATED EXISTNG — ————_ ——_ 10 MATCH EXISTiNG + . EL.9'-8"T.O.S. WINDOWS. - — -L EL 9'-B"T.O.S. . EXISTING W:N?0'h'TO - r RELOCATED EXISTING NEW SHINGLES TO MATCH . - REMAN WINDOWS.. - EXISTINGEXISTIN - ° RELOCATED EXISTR:C REMAIN PREVIOUS 14WDOW5 TO PREVIOUS LOCATION OF _ _ PATCH AND REPAIR - WIN DONS EXISTING YANDO'W,PATCH _ SWRAP TO MATCH . .. - - .. AND REPAIR SHINGLES TO - > EXISTING MATCH SXISTNG 114EST ELEVATION 02 6"T ' a`a i•-0" - `v' o z a aFT 1 a' V-0' e - IX6AND IX ,PATCH/MATCH EXISTING .« - RAKE TRIM I TWO-PIECE SING AND TRIM - - EDGE FIIASHING ALUMINUM yA'ALiHOPv , RELOCATED EXISTNG WINDGW - '. - .. STNG RELOCATED ASSEMBLY WITH _ PREuigls LOCATION OF - - ^ NEW ARCHITECTURAL RUHL WALKER Atchlteds EXISTING WINDOW,PATCH - SHINGLES ON ROOF TO - PATCH EXISTING 1X4 FLAT HEAD AND JAMB AND REPAIR SOW,PAT TO I - 60KSMe0l' MATCH EXISTING • - - - - TRIM.TYR '.Bast,^MA 02127 .. NEW 541NGLES,TO MATCH t T 617.265479 RELOCATED EXISTING � � � ` NEW SHINGLES.T EXISTING O MATCH - 5/4 SLOPED SILL WITH F 817.26&5482 WINDOW EXISTING _ IX4 SKIRT TR;M,TYP. ` - EGRESS vGNCOW UNLESS OTHERWISE NOTED. www.mlNwallmc"m 4 NEW SHINGLES,:0 MATCH + 1 I6 �_ — _ _ EXISTING 13, I'y I� - _ — — _ ATTIC ti �121i — — — 91/ - ATTIC h 4 " I 1 EL. 19'-B"T.O.S. EL.19'-B"T.O:S. RIM Ol Ol Ol _ SECOND CEILING 2 Oi 13 O1 01 01 Ol Ol 01 Ol —SECOND C_-___ FILING -h H°"e�" aenst°r' arE 17 I—❑ EL. 18'•B'T.O.S. y 6 SECOND LEVEL - SECOND LEVEL EL. 10'-8"T.O.S. - EL 10'-B`T.O.S. - eY 05 OS 1 ��19b GROUND CEILING 05 GROUND CEILING Q 06��- LJ f EL.s'e^T.o.S. I 03 03 II 'EL.9'-8`T.O.S. .. GROUND LEVEL ti I GROUND LEVEL h - EL. 1'_S.T.O.S. I EL. 1'-8"T.O.S. - SCALE AS NOTED I I.I r- I I I J DRAWN BY: HM _______ ___ __ ______ CRAWL SPACE LEVEL h _ I CRAWL SPACE LEVEL C' _—___ _— --------------- --___—_-- 1J I --� ISSUED-. tB JANUARY 201T - EL.-3,_2"T.O.S. —— —— —— ———————— El.-3'-2`T.O.S. .. MODIFIED EXISTING WINDOW. 1 EXTERIOR SHOWER PRIVACY • EXTERIOR SI40WER PRNACY - —————————————— ' REMOVE LOWER PORTION - FENCE FENCE - RELOCATED EXISTING RELOCATED EXISTING " .. NEW SHIPLAP SIDING To EXTERIOR ELEVATIONS RELOCATED EXISTING W1NMW •WINDOW MATCH EXISTING .�®eD�t�l Ee_EVA 1 OON n �l�$7f l; E�9�l�J®� A5.0 9 4"=-�1'-0 /nl 0 2 a aFr T a'= I'_D. O.mmo Ago mm.wax,Kb«e> 0 cm Cc O O � O '7 O .NEW GAS FIREPLACE CHI NlM ALIGNED - Q . NEW GABLE 3E:OND - moo RAFTERS;SE STRUCTURAL 1/4'PER FOOT - NEW ATTC/HVAC SPACE 12' I _ NEW CEILING/ATTIC JOISTS +/-2 7/8'� I•°•{=____ - EXISTING ROOF STRUCTURE AND INSULATION,TO - REMAIN EXISTING EXTERIOR WALL LOCATION(DAS4ED) NEW FLAT ROOF . E%STWC ROOF ST--"UCTURE //_\ EXISTING EXTERIOR WALL TO RE REMOVED - I i TO REMAIN - NEW WIND" I - EXISTING COLIAR TIES AND NEW FLOOR AND PARAPET - - MOD TRLM TO REMAIN ATTIC . 1 - NEW FLOOR E%TENSIOk, EL 19'-8" - SEE STRUCTURAL -- - EXISTING TO RE" SECOND CEILI- N6_� STRUCTURE TO REMAIN EL 18'48"T.O.S. Y TO STING EXTERIOR DECK REMI OFf FAMILYROOM i PI Ii z' SECOND LEVEL h EL.19'-8" - _ _ w GROUND CEWNG h. 1, EL.9'-8"T.O.S. Y o��`PLEAD �yyF 1 atESIIABT' I. LAYING man .. . . _ I. RUHL WALKER Architects I 60 K SUeel I - BAsta",MA 02127 I T 617.268.5479 F 617.268.5482 - ... ... .. _ ...... ... . EL. I - — - NUu6Ot PEVRta" M1E I � - NEW ENTRY DOOR GRADE REAM AT END OF CRAWL SPACE LEVEL NEW STEPS EL-3'-P"T.O.S._ SCALE 1/2--1'-0' FOJNOATI . .. _ NEW ATI ON GRADE ON;SEE STRUCTURAL WITH NEW EXTERIOR DECK PRAWN SY: HM � � ' EXTENSION ISSUED' 18 JANUARY 2011 STEPS UP FROM NEY.' ENTRY TO EXISTING FLOOR EXISTING EXTERIOR DECK, ' . - TO REMAIN EXISTING CRAWL SPACE BUILDING SECTION A a C�0 0 4 a sosao vw'SINNVAH w ��F1 l ash 00H VISV a r ts � • ,6-,9®ONH I a x _ o'a.�os Swo a z cc w tb �- " 3 00 0 = a - O 2= N - - c W ' (ONI191X3 HO1tlW)ONINIO®,6-,9 Un zoa 70—.8— U:J w . .6-,9®MH . 0 g - � F � ce B_ 4 '0-n.tY.z a, m 3 • I c 4' - - oT.o-,I 'on � 8 — 7 < . a3an1ov3nrrvW Ii1U1 Mla3n. o'a.9-,Z o S. i K ,01-,t 0 OV3H o � ig 3 CSa3aniw3mm HUM Aila3n a an 3 $ ® : ,01-.t®MH ® ,f-.L®MH .6-.9®oV?H - .. - I - . I . .. . . . . . . . . - .. . �. . . - .. � . �.. .. . � . �..I I�..��..�.�...-�. ....�.1�I-�..-�.1._11II-.... ... I. - .. .. .. 51RUCNRA 7.,I..:I1..1,�4.I...I...�.;.�.0...� EDCOlA7WNIDAu ul�6Lu DM ..GENERAL COMIXIADN5 _ - ' I I�I I.I...�-.�I.1 1I II...I�I I�...I 1��..I�......I.�...�.�....I�..�.�-II..�..II I��.�.....-I.�.,..I.:...,..I...I�..�.�.:I....I.I�-tI.I I.�I..:1�.��.I1..........,...1..�.II IZ I..�I....�,�.1..1..I.�...I.I I.I....�-.1.�.�..�I....I.��..I...:.�.�.I.���.I:.II.....�...�...�.��I.�I..I.I:I�.�.....,....�IIII.....I..�I...I I�I..I.I.I�.��..........I....I..........I....I��.............�.�I�....I...�I�I I.q-I I.I..I.I-.�.�I.I�II..�....I....I�.I.I.....�...�..1..I.I.I.....11....1.I....I......�..�...-.-...I.I-IIII..I�..I..........�....I I,..I....�..�...1..I.�..�.�.I I..II,..�I.I.�I��I�I�....I...q.:...�...j...�.I.I.I...I...........�.�II......:�.II..I�..]I:..I..I 1...�...I.�Ii...I...�..I.I F1i.�I.�...I I..�.I I.I.�_­.....I.�.I.I.I I1..I.�..I...��I'.1 I�........:I.....I I�I.:I�.I��..I...��..1.�I..I.�I�1.-.1.%�.,�...�...I�.......I��i.,-I.�.I..�-..,I_I��.--��1_.:,..�I.I�.­.II II......�.-­I..�..��-.....:I�...�I��.-1.I.I..­.�.�.......I............,..I 1.11 I11..�I...1 I II I.I..��1.I:...1.1 II.�..I�......��...1..I..�.I I.�......I..I..."..-..I...II.­�I....�....-..�.,.I�II...�.1 I.1I......�......I..I..........II.I:�.I I.,..I..II. 1I,��1 I�.I 1.....�I.�1I:.I...I..I..I.....%.I....i..,I.I I...�.�..I....�..I���E�...���.I...�..1..��...4..���.I.�'.I.III.I-.-...I.�4 II II.3..�.I.1I...'.I..I��.�I...I...I..0..��0.I..I I�I..-....�......II.:..I I..�I...�...I.-.L 1..I.�...I.���I.-...I I..�-.00 I.11,:-.1I I�.7:I.�-:...I I,i.�.�I.I.I�\.-�.;�.. .---...,I ,....._.I�.I.�-I.j9.II I.­.I-".�.:��...I...-I:...F.I1-. .���'�.1 I I,-�..1.�.. :.I I�:O1 O..,�.I I 1..I 1�:."�.�-1.�I-....F�.���....1.-.�1 1..�.E,...O.­........�I.t�...I..1 IN.I:..II....�...I_�..I�­....�I.._.I�,.I.��....��..�..,.�1�.��I.T.11�.,pj�.�... �.�!I..,. .I�.......,....1 I.I.---.­�I I---- .I�..I I-. ..._�I.......­....I..I.,,.....,.I:I,...�.P..,.:II�:I1L...-. II- .-I i-I...I.,I.I�'..G-�.��.-I.1.,_'.-1. I1i�..I.:. ..�...�..I.I...II.I..,I.II....1.........I...I. .I..I....I.l.j.I.�..I��I.�..I,e I��.�...�..1...Iq.,....t-.I.,�..�I I.-.....�...-.I;.�i�I I.�I,.I.�.��..�.�­....�1.�­�....�.-�4�-..I...1,�,�I. -.�..:,.O.2_­­_,.I......:..�AI�.....::�N.��.-.":.,�.\.R Y....�.�A..C��,�.%:��:I:�...�i..',tR.-J_..�...,,_I O�..,�._.:.�...,,-11:I'E,.S,'I..�ttt..�.,�.N...I.�..�..�;.,� ,-�l,-.­.,...:� Ir.!I_ ..I.,...,..,....*�....L�....:*�.,.:.*.,...1:-!I�....:..,6"...:�.S 1.I.:.I H........ S. t. G C. MUST BUILD EXACT WHAT IS 5710WN ON ' 0 WHAT S OMICATED.MUST'BE REVIEWED L{7TTI THE ENGINEER CHANGES TO'THE APPROVED DRAWINGS MUST BE REMOVED AND LAC AT THE CONTR.ICTOR"S E 'W . O N :2-..ENGINEER'S DESIGN IS DERIVED FROM ASSUMED FIELD CONDITIONS ANY ANY BETWEEN WHAT IS SHOWN : w O . - - ' -.-- ON OUR DOCUMENTS AND WHAT S-FOUND IN THE FIELD MAY CHANGE THE STRUCTURAL DESIGN.AND MUST 04 - .. IMMEDL47ELY BE BROUGHT TO THE.ENGINEER'S'ATTENTION PRIOR TO ANY CONSMUCTIOK . I , THE CONTRACTOR SHALL CAREFULLY VERIFY ALL DIMENSIONS.AND CONDITIONS SHOWN ON DRAWINGS PRIOR TO " _ - L'OMIJENCEMENT OF THE WORK.AND SHALL NOTIFY-THE ENGINEER:IMMEDIATELY OF ANY DISCREPANCIES BETWEEN' . _ 2, - 'ENGINEERING AND ARCHITECTURAL DOCUMENTS 4. 1HE CONTRACTOR S RESPONSIBLE FOR,ALL MEANS AND METHODS'OF'TEMPORARV.SILORING,'BRALTNO.OR'OTHERWESE = Z PROTECTINC ANY PORTION OF.THE STRUCTURE,SITE AND UTILITIES FROM DAMAGE DURING CONSTRUCTION. ..THE Z . - " EN E SP G THE FM D CONDITION 0 NOR . W ER C ECIfOR IM NLY,WTHOUT ASSUMING KNOWLEDGE RESP'ONSIB/UT- FOR: O 'O Q . NOW THE COMATIONS WILL ACHIEVE THIS RESULT.' ". = Y I - S. FOR EXACT LOGTIONS Of BOOR AND ROOF OPENINGS•.POSTS.ETC-SEE ARCHTECTURAL�DRAWINGS. . A = .. - _ - - - - -' . . ' : 2 - ­ roUBEFORE PLACING ANY STRUCTURAL RBA '1 EQUIRED TO PROPERLY INSTALL!THE fOUNDAT10N5 ON INORGANIC.UNDISTURBED CKFILL AS REQUIRED BY THE ARCHITECT. ALL EXCAVATIDNS;SHALL.BE.ORY <.' " _ .. - � _ . 2. EXTERIOR FOOTINGS SHALL BE PLACED ON APPROVED SOIL AT A MINIMUM DEPTH OF 4-FELT.OR AS MODIFIED'BY ." ' .. ___________ _l _ _. - . . . "F .: 3..PSOUNDS PIER.SOUARET f00T.0 . 1 1 .. . LOW THE LOWEST ADJACENT GROUND.FXPOSCDTO:FR£EZING ANY ADJUSTMENT OF _ ELD COND/RONS'YUST RAVE THE APPROVAL OF THE ARCHITECT ' TINGS MUST.EA SOIL WITH. YIN/MUY'BEARING GAPAClfY Of JD00 d:BACKFlLL BfLOW�F00TNG5.AND SLABS SHALL 8E WDE WITN'APPROVED GRANULAR MAIERGLS PLACED IN 6" . .. .. _ BSMTWINDO 1 i _ _ .. . . . _____ _____ ___ .. .. LAYERS WYERS'SHALL.Bf COMPACTED'iO 96X DENSITY AT OPTNUMM0157URECONTENT,AS 0£FlNED BY ASlY o. DISST..METHOD 0.' ... - - . W' ., , , H - B TMVEMENT, OR WOOD FRAMED RESIDENTIAL CONSTRUCTION,NO SACKFlWNO OF WALLS'MAY TAKE.PLACE UNTIL'" , . ,. I 1 - = v ., . I - .FIRST FLO R DECK'H/S:BEEN FRAMED AND SHEATHED•UNLESS.WRITTEN APPROVAL IS GIVEN BY.THE . .. - cY 1 m - I ci'_ ARCHITECT OR ENGINEER- - .-I .. a, NEW�LL - 6 - NGA LL . . . . _ I I I 1 PROVIDE FOUNGATON'ORAINAGE.WATEFPROOFING/pANP PROOiTNC,AND.FOU TK WA INSUGTON AS. I I o o BASE N I .I _ INDICATED ON THE.ARCHITECTURAL DRAWINGS . _ . . w I I _ 1 I w _ - ]. PROWOE METAL OR PM SLEEVES IN THE FOUNDATfON WALLS FOR SEWER.CAS.,ELECTRIC,AND WATER LINES,AS' . . . , . _ - - -------�----------L - L - . . _ _ - - ',REQUIRED. .. .. .. - . _-_ .. . - �. .�..... CONCRETE ._ . . I-- '- _T '-1' -2- - .. "' I. ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WITH.THE LATEST EDITION OF ACI-3tB BUILDING ------ ----- --- - . ' ' • ..2. CONCRETEUSHALL ACHIIEVE.A MINIMUM 2B DAY DESIGN STRENGTH AS FOLLOWS: .FOOTINGS,WALLS.INTERIOR . , . . . - DOWEL, TYPICAL'" BLN XSTING . _ - NEW 0 ENING IN'EXISTING WALL - - _ _ - ` WINDOW AS REQUIRED : _ - _ .3000 PSL:EXTE - _ .�.' .. _ - . . . . c ;' n 0. RW U FORCIN SEE DI�S.CHARAGSET REAOYO.- FIELD BENTA-ASTIR:615.GRADE 40 'I ND, RETE NOF ,E%PoSED TD A IOf fN011 THE i- E FORCING 'TYP M A6I5 G _ ` .. i..l I S WELDED WIRE FABRIC- ASTM A185. - I :' 1 (£)SLAB ON GRADE / - .. . . t .. I . .. ,� I. I _. . . GARAGE FLOOR ABOVE f By .6. NON SHRfNK CROUi SHALL BE"EMBECO I5J BY MASTER BUILDERS,"SONOGROUT'BY SONNEBORN BUILDING . PROWCTS, 'TIME STAR GROUT' U.S.'G_. , CORPORATION OR EQUAL AS APPROVED BY THE OWNER . Il . i t I S T BU/ CO . - e EXISTING FULL BASEMENT J I' :, I I . • - I. - - . . - t' ' . LIVE GROUND-SNOW LOAD:.' , 30 PSF 1 . I"I . . .. .. .. . i'_ ABLE ATTICS WITHOUT STORAGE IO PSF'�UN/NNABIi.UNINHABITABLE ATTKS WITH UNBED STORAGE "20 PSF HLL ABLE ATTICS'AND SLEEPING AREAS 00 PSF ALL OTHER AREAS EXCEPT DECKS A LOONIES 'ED PSF .. .. -_---. .- EXTERIOR SAND- � BACCONIE DECKS - 60 PSf : . '-- NEW LUMNS UP:. .DOW TYPIC � -WIND LOADS . -a _MASSACHUSET75 STATE LOING CODE 110 MPH,EXPOSURE C. . . - 1 .:: _ L - -" OF NAiER1AL5.AND CONSTRUCTION n. L - .. 1 LOAD - 1 _ : 1 OEAOWEIGHTS _ - I0 .I - . I .1 , .. . I� -. '`12"m DECK PIER W 24 BELLED FOOTING : I-: I ' : , . . ., - 2 9-0 T/z'. f s_o. f n'-n 1/2' s1' i i . . . . . ' S ' I .I EXI TING COLUMN UP . ' ' - I- - 1 I 2x6 EXTERIOR-WALL,WITH.Yt- ITTRUCTTALDESIGNOF10.9 . - _ _ _. 1 O i - - .1 .I - COAIPLWNCE WTMP ]RiE0t110N OF . \`/ (�'�'� �- I .. .1 I 6 PT PL47E SWITHT YSND• IA4SSACIWSETIS IAILLDMGIX)DEF'OR ..1 ..'- � - I \ ..-.. I .. , . ' I .-I .ANCHOR-BOLTS'06"-0 OC' - .. EXISTING DECK PlE PsL rvE REREMENTs oF7ws . . '� - W CODEDONOTAPPLYPERSECTON9 71E . .. \ 1 I I m 1 .� '. . . '.:.mu I --I - FINISHED GRADE. SM-tt ALTET0IATNE PROVISIONS AND * . :'. EXISTING DECK PIER. .. ..m> - . ;l . . I I .. . 67D7 19 ENGINEERED DESIGN. t _ 22 I I L ^.Skgd,IL•m[LDIGy'�J.� - .:. I : . - - _ 4"CONCRETE SCAB e - . � . OF 0 1 iI 1 4 ...�w®mlu® EXISTING CRAWL SPACE m I '1 . .. , . 12"b DECK PIERW1 24"BELLED FOOTING h� II - _ �� y.TyBl. . n W m .i -1'0' to-FOUNDATION WALL osm ..:SU GEE - - _ wm '1 .613 MURAL^ r U G O NEW'2'-O"x6'-0"X12"FOO NC Z i_-. - _ 2- 5 BARS TOP:AND BOTTOM' : Z `NNO.swa.B"x12"CONCRETE GRADE BEAM SUPPORT � - . : '- OF DECK STAIRS. PROVIDE 12"OF � - - - I' , - � -CRUSHED STONE UNDER BEAM ' 1 --- -� � . 1 o e _ . _•\ ., � s-1 1`----{- -- . ' i.. I .FOR BUiLDiNG PER W - I ;. 2 : '. 4'sH.. ,I .. - .. RUHL WALKER AFGM" _ I 3 ..60 KSlreet ' 3' O"FTC 1 0 . - � _. - - . I I-. ..BOFtM MA 02127 ,J "I 1 IF 81T268.5482 I - I I . 3 0 4 ww�IrMLn . / 1L o". FOUNDATION SECTION AT SLAB ON GRADE EXIST O 1 _ t 1.' LNG FO TING I I' a SCALE:9'-1'4Y. I _ _ I 1 I . 2x6 EXTERIOR.WALL WITH . . 2-,15xi2"DOWELS INTO . ' 1. 1, I L'______ 'Yz"SHEATHING " - - - .FOUNDATION IVALL : 1 (4"GROUT EMBED) DOWEL• TYPICAL - . �\, 1 1 I . . .. I. ` .. .FI limn . I .. Revarox _ . i. mlMem I '. mD EiDDR cOUAns 1 1 m _.. SiVCORi1ERglBntx 1 1 . L-----_--- -_---- ..1 _ _ 1 ENGINEERED RIM.BOARD 2x6 PT PLATE WITH Y2 tl ANCHOR BOLTS® ' 0 OC 1 -----------r-= --------T- I I I - _ . 1 GI 1 .1 - - I' NEW-CRAWLSPAC 1' 'CO RW ISTE TOW ELEVATIONS .I � 1 I � I O , . I' 1 EXISTING.'FRAMING AND'`I:' I. . . 1 1 .. I I.. - FINISHED GRADE I I - { EW ARCH FINISHES _ A . I .. I•_2,. ----•1 'L _____ ____ a.T'-0".- 1 1. 1 i .. .. .I .. 'SCAIF 1/4 I I .10"FOUNDATION.WALL - DRAWNBV• . XXK, . L_'___ _________ ______n__., • . .. 2-II'S BARS.-TOP AND BOTTOM } =' ISSUED' 26 OCTOBER 201SL 1 tO __-__ _____________ ____.____ I I . .. .' ' 2x4 KEYWAY 4"CONCRETE SLAB ... . . . . DATIO ENE N To . .: . £ I:. FOUN A z. DETAILS&G RAL - .. ; .. .. .. .. .: :NOTES.._, " . . . . . . . �I . FOUNDATION SECTION AT NEW WOOD.FLOOR . .. _ - .. SCALE:V-11-W . . . 2 . . FOUNDATION PLAN . - Smle:1/4:._L,O. . - . . pwFwiPd xio xwn'w+ucR-N.AaKr. I I . . -. ROUGH:CARPENTRY. : ..Q p- . - _ 1 ALL OUCH CARPENTRY WORK SHALL BE EXECUTED IN CONFORMANCE WIN.THE AMERICAN INSTITUTE OF.TIMBER W...O tp N. . - - CONSTRUCTION:TIMBER CONSTRUCION STANDARDS"-ARC 100. _ _ 2'WHEN NOT OTHERWISE IDENTIFIED,ALL WOOD BEAMS,JOISTS,.RAFTERS,HEADERS,STRINGERS,PLATES,AN SILLS 0 , SHALL BE SPRUCE PINE FIR.12 OR BETTER,WITH A MINIMUM Fb=875 PSI.(SINGLE USE)AND FD 1000 PSI V'/ .,Z Q . . . .(REPETITIVE USE)."AO E SHALL BE 1.400,000 PSI OR BETTER. .. . .' O 2. . ' - .. - .. 3."WOOD STU05 MAY BE EASTERN HEMLOCK.EASTERN SPRUCE OR.XEN-FIR.GRADED"S7 GRADE 11 OR'BETTER: M._ H . - A LVL BEAMS AS OTED ON PUNS,SMALL HAVE A MINIMUM Fb=3f00 PSI.E=1,000,000 PSL.AND P,-286 ;S D .. .. - - PSL LVL BEAMS SHALL BE'NERSA LAM`BY BOISE'CASCADE MO SUBSTITUTIONS WELL BE ACCEPTED,UNLESS THE O Z ' .. - - 2 S'•T E ENGINEER SPECIFICALLYOAPPOVES AN- THER POWCT.SUBMITTEDO BY THE CONTRACTOR. MANUCFACTURERS ' } _ I _ � � t..:11S��.: _ ... :CUTS..CANTILEVERS.FASTENING.ETC.SHALL BE 51RMRY.ADHERED 1-- _ ... ..I._-....*x.I..I..*II.-....�_'I.I.l,..�lI III�..�_..I\\..I�...II�I.��...I....��I�....�...I.I..-.I....1.*...�I�.-�..�-.S�I.I I.-.2-...I-�1-.�.I.��.­0�I4�....I-:I.�I I--I......I1 I.�,...4,I/.�.�0.II1.,�..-. ...�.I...�:I:I�.....:II I f-_111.I.. .I I..I I I I...I- ............I I�I�..II,�I��..II�.1..�...-.�. :...�.I..��...�.I..I...�.I..I I.---- 1I..I 0r�...�.._....�..�..-.�.�.1 I�I.I.II I..�.�.I...�._.,....-.-�..I-�I l..I.I.�..I 0�I�I..I...�........I..I....�I I�II,.��....I-��...��.I.........I I�....I.I�I�....�.II-. ..�.��.....I...--..I.�..9�I�.I I I.,,��.I.....I t.-I-��Ii T/I-�...III..�.1 L�-.-...I.I I....,.I..� .I I.I.�.-.�1�.iI�....�I..0I.I.....III....�.I..,f-�­�-..I���I��1.-_I...�...��...I...,.,III....I---I.--1 IV.I,-......I..I .I 7 I��.:.I-�..t.I I....� ..�..]...I�.I.I�.,.I�-..�./�I�.1.1,I I/Ii.�!...I�I..I.II.._I;-��.-..'I I..�...�.,.-..,...,-V/I--..I I:..I.�.-2..I.I.I1..-��j..I..�.I I���-...��..I-:I.I...11-......IIFI!i..I I�...�.��I7.�.I 17-I�.�1..I�.I.�.�.��.-1..-I1.....I�.....­I-.III.I�.�.,I-..2�.�1��.`-71I.j I.....-b�p.�I I. ..:.. -..I .IU�.D I.\1.t._.I­..,.I..III I.....�.I...I..�,I:.'.�..�.���1.I�...­.1.I�..1'I 1 I.I..I.:......�..,....�.-.�I.I�I.......�..��..1I..I-�.II�I,I--...��.�._I..�I......II�I..I..I....I.II...I.�.I......I.....­...I I�I I.....'II�-I.­I..�.II�.....,.1.I...I..�..,��.I..I..I..I.I......:..I.:-I..7,.....I�...�.I I..��.I..II.I I-�;�I��1.-...I I I­�I.��II.-I.....�.��.I..........��I!...I..'..I�....I. �I.I.....1 1.I��:I.:.�.�I�.�..�.....�...:�.�.I1.I.II.%..:.�.1..1...,....I.�..1..I..,I..I.......,..-.�......1..(.I....�I...:...........�.....I�1.I I........I.I...��...��:z1�..\-.I.�,....­I...�I.7.,....I�.I....I...�,I.:...�I.�._.�1..�..,....I.:....I...I......I......*.....�.:Ib....II,.�..--.�.1.[�.-.-.I.I-1�r.I.I�..I....F[.I.I.I...I....I...':.. c..F-pN 4..�..D..:., OYMCNDATIONS'fOR BFARINQ,REINFORCING O, _ .. 6 PLYWOOD WALL SHEATIVM4 ROOF SHEATHING.AND'SUBFLOORUIC SHALL BE APA GRAD&TRADEMARKED C-D- .. .. . .. .INTERIOR WITH EXTERIOR CLUE. SUBFLORIO SHALL BE 3/dT THICK TONGUE AN GOOVE.AND SHALL BE CLUED n!FLOR'JOLSiS WITH AN'APPROYED ADHESIVE PRIOR TO NAIMNG ROOF SHEATHING SMALL BE 9/e'.TNIGT WHEN Q' .-SUPPORTS ARE SPACED AT 16-CENTERS. f,OR 24"CENTERS,SHEATHING SHALL BE 5/6':THEM AND SHALL-BE . - TONGUE AND GROOVE.OR ALIGNED WITH NEIAL H.CUPS BETWEEN RAFTERS :WALL SHEATHNYT SMALL BE.1/2 . . - . _ I I -ff � 7.'ALL WOOD MWNG DIRECT CONTACT WITH CONCRETE OR MASONRY.AND WHEREVER WOOD IS WITHIN B-OF FINLSHED " Ix AV1 AJS 00 6 : GRANGE OR PART OF OPEN DECK CONSTRUCTION,:SHALL BE PRESSURE 1REATE0. BEAM ENDS.IN CONCRETE BEAM . 'POCKETS SNALL.BC WRAPPED.M'A SELF-ADHERING OBBER MEMBRANE ' 8. JOIST.AND DEAR HANGERS SHALL BE BY SIMPSON STONG-TEE.CORP. TOE CONTRACTOR SHALL STRICTLY ADHERE . TO MANUFACTURER'S FASTENING REQUIREMENTS " . - .. B,'AND SARALWY NEADERSEAO BEANSWNERPEOO5T5 ARE CALLED OUTS SN05P TN taL3-IXB•." ..m. ' X LTC. ONE K' S1 O D A KING lU CK STIIOS., h2 6. 1 SHALL BE PO I NE AS. S D AND THE BALANCE SHALL BF JA . ` _ 10.GABLE=END WALL STUDS IN CATHEDRAL.PARRAL CATHEDRAL•.OR HIGN'COUNG SPACES SHALL SPAN UNINTERRUPTED I I . �M.THE FLOOR'P TOE THE UNDERSIDE OF'TH EROO F RAFTERS THEY SHOULD(TOT BE INTERRUPTED BY ANY .: - .g'i LVL LEDGER TH 2 OWS OF � . _ - 1.OVER.SUPIORTS,. - • I I B MS,.UNLESS NOTED OTH WIS ON HE D WINGS.:. " I UP.BEAMS.WHETHER MADE OF SAWN OR ENGINEERED LUMBER,SHALL ONLY BE LICED ` 3/A"mx5"LEDGERLOK CR 016"OC - - - I - '12 PROVIDE SIMPSON,N25 HURRICANE TIES BETWEEN EACH RAFTER'BOTTOM'ARID IT'S BEARING POINT. 13.UNLESS ANOTHER CONNECTOR IS CALLED OUT,'PROVIDE ONE SMPSON Aid FRAMDIG ANCHOR AT EACH RAFTER/RIOGE., BEAM INTERSECTION,AND.TWO'WHFN RAFTERS ARE DOUBLED OR'TRIPLED(ONE EACH SIDE). . � SIMPSON 'ANGER / - . . 14 ONTRACTOR SHALL'CAREFULLY COORDINATE THE WORK OF ALL TRADES.TO.MINIMIZE THE NEED FOR CUTS AND ORE . I .� ' I v HE ME`MBERCDEPIHENOR IMOREOTHAT 2"INS DIAMETEIT.,ANDU HALLNOTBE LOCATED NEARER TO TTHHEEPEND OF- " .. I - o o 1 EXISTING GARAGE .THE SPAN THAN THREE TIMES THE MEMBER DEPTH NOR.WITHIN TIE CENTER THIRD OF THE SPAN UNLESS . I_ _ _ 2 2 - REINFORCED TO MEET STRESS CALCULATIONS '.'.. . : .. - .. - k 91 i IS..AT W000 O5T5-LANDING ON FLOOR DECK,PROVIDE SOLID AL WOO'BLOCKING WITHIN DECK SANDWICH TO _ I - I (,2X 0 2"OC' I N N � e / LANK UPPER POST WITH LOWER SUPPORT. BLOCKING TO MATCH UPPER.POST SIZE. - , M r 1 N . .. s . . . - .. - FLOOR SHEATHING . . .. IN L EXtSTiNGI STA .. _ . " .. - SI SONi LU5210 TRANCE L _ ,. - .. OPENING . . '1. �}' . CUT BACK EXISTING GIRD R ON EACH _ - . . - ,. -3V C N E OF NEW STEEL COLI.IMN. PPOR7 BEAMS END lT NEW .X/j"m LALLY OLUM S.I. 2x10. . ^ - - C• _`f Lam` �. �. �. o�y'n yS .. - .. . ..STAIR STRINGERS UP ~ j0 S 02 _ • STING% ECK LEDGER' r��oe . I ! NEW'JVJ"HSS COLUMN UP.TO .. _ a ,. _ ... ro_ - .. -2ND FLOOR STEEL BEAM .. . .. 'Yz xB 8 BASE PLATE WITH .. - 4-Yz"m.EPDXY.BOLTS r - EXISTING POSTUP'TO ND FLOOR.DECK. `" - - a BS012"OC. EACH WAY: (E)CONCRETE SLAB A - I . �' EXISTING DECK PIER - _ .. . . I .. _ .. - - - - I , '. Q j �' :NEW CONCRE _TILE STRUCNfuL DESIGN DRYINGS. _ N • m INFIL.EXISTING CHIMNEY OPENING O. J .. . _- L. : ._ .% _ VL OC .. _ : Rw�SSAEANcewTBBuaO COFOR. {E)2 s14"LVL WITH 4"L 016" a3 FOOTING 333 Y .. I - �,. 5�.. J j .mp= .. � - .I ',PR SC�IVE REQUIREMENTS OF 1M3S . v : -. '� c e 6 O L CODE OO OTAPPLY PER 6ECTIONB. . X® A A Nk ! - 5101.1.1ALTERNATIVEPROV510NSAO. . - . .. I - 1 v - - 5101.12EHGINEFPEDOESIGN. . F �. , . y W ,3 NEW HSS COLUMN SECTION . - ' %. - CUT BACK EXISTING GIRDER ON EACH o `� SCALE:%, ib• , _P�< -. (E)2-9/a'LVL.- SIDE OF NEW STEEL COLI)MN. _ - - ,; -I . - - ,. EXIS7IN DECK PIER SUPPORT BEAMS END lT NEW ._.. - _ 01 ,. .. .�a _ .- _ ARE Li%NDWfDE.AL - nova- `P.... //�j LVL MEMBERS WITHIN BUfLT UP 6E : . _ , - '/ /, "S-1 - - � _ Y..M . u SIRIE UT Ml.. !ALLY-COLUMNS �3: . " �L?O 16 2 .. _ _ " SV(3j,THREEAORI ORE 13/ATE PLY LVLs SHALL BE BOLTED . . : - . .,- O`'d o . . .I TOGETHER WITH A.MINIMUA!OF 2-d'n"m.BOLTS.032"OC .. .. . OR 3 4 0 SELFITAPPING HEX HEAD WOOD - �.. _ 11 O fy P N (SIMPSON OR.TIMBERLOK).. .. _ _ -.-.. � .. � .i,I � .-� � .. ' SC EWS E FOR.BUILDING PE % ® - ® . . .. _ . RUHL WALKER' . SKEWED SIMPSON HANGERS - . _ _ , . I_ _ ., 5� x I POST LEGEND sueRr BO K F 1 . -1 .. - T 817Z606179 . 2x8PT LEDGER WITH 2 ROWS - • - .. . 3/a"mx5"LEDGERLOK SCREWS 016'0� . 1 _ - SUPPORT UP POST -P 677388.. . : r - . . n PU UP . 2x6PT LEDGER 1 ROWSOF Y3 mx6A. � : c _ : . . _ ' SIMPSON IUT3512 HAN R._. - _ _ T N .. SUPPED 10 " .I . . , "...B%z"LVL LEDGER 2 ROWS OF 3/"m ... _ 2-2x6PTE :HD CONCRETE SCREWS 016 OC:�. ,. _ _ CREWS 016"C �a - 2)2x4 JACK . . ., �: �.. � - W N4x4 FIRPoS SSlU RT DO P3 2d . '-J2 24 D+(1)2 4 KING STUD' � ��' ' Q - �; N P 44 .PT 44 4x4 ACED PRE SURE.TREATED POST,. raweFR: 11EYrswN , wre :VC 91,xa . V,% VERSA-COLUMN _ - - ,'.II/xx HOLLOW STRUCTURAL SECTION amstooacalnx+e.azaxAo FLOOR SHEATHING BRING NEW FLOOR SHEATHING 24" ®j _ LC 3VX m .V/ CONCRETE FILLED LALLY COLUMN x'- sv.•coB.ITFIsElencic f._1 INTO EXISTING SPACE.. - . HDUSSIMPSON:HDUS 5052.5 HOEDOWN . a "AJ 20 i6 C x o a _ I , - .. . (E)2r10 (E)2xf0 00 GIRDER GIRDER - ' 2- R L : : o G� .DENOTES POST UP P-- N NEW LALLY COLUMN ON :CA H .EXISTING LALLY - 2 2. SIDE OF HSS COLUMN TO COLUMN � � . ". I - �RJ .. POST.GRAPHIC SYMBOL SCALE 1/4•a 1'-0" SUPPORT ENDS OF(E)GIRDER h'kB.B'BASE PLATE WITH NEW.Wi"HSS COLUMN UP TO . © `:ISSU D'. 26 OCIOBER 2010. 9, 2ND FLOOR STEEL BEAM DENOTES d4"m EPDXY BOL75 - - 'SUPPORTING POST y5012"OC, EACH WAY (E)CONCRETE SLAB - - _ _ - . ., .. . ' . ' • . , . .. . ., SHEET NOTES 1'ST FLOOR . . , . . . ' NEW CONCRETE " ' :; ., FOOTING .. .. :. .:...:.v.. - .. .. . .. _ .. ... _ Sole:114"el-0" 1ST FLOOR FRAMING PLAN F] NEW LALLY COLUMN SECTION , • scnLE:� =r-0 11 .. .. . . _ . _ r _ . ... O=w,Aw1 mA Rna rnuKR.x,.. „. . s LjJ o .� W co �' o 2 .. _ - FLOOR.SHEATHING �.. 0 N. .. _. - ... Z . 21 NAILER WITH 2 ROW OF Ya"' O. :_ BOLT6 016'OC STAGGERED T .. W70 � � W8 . +6 6 3'4 .3'b' _ SHEAR.7AB EACH,SIDE - .0 .. 2x 1 HSS COLUMN : 3-20 .. 3-2 10 W8 1 - �LL � ^ 'bjL;' NOTE:FLOOR JOIST FRAMING NOT ' 2x16 LEDGER WITH 2 ROWS OF - . 3' t 3 SHOWN:FOR CLARITY.SEE SEC.2/51.2 3/6"Rx5"LEDGERLOK SCREWS 016"OC 1 _ _. .. (f 2 10 1 "0- J IS S FOR FLUSH FRAMED CONDITION (STING BEA 1 G WALL AB,OV U B K TO BE RI G A L.' CC MMODATE. - BEAM-COLUMN CONNECTION DETAIL +• .. _ .I PRESUMED(E).2x I0012"OC JOISTS 1 _ .. g.ALE�.pp-p. ... 2x100l2 OC 01 S (E)2. 0012 O J : H 3 ) NOTIFY ENG1N£ER OF FIELD CONDITIONS6Ll 2.BEARING WALL. WOOD BLOCKING TIGHT TO BOTTOM - FLANGE WITH.2 ROWS'h"ID-. -f .• . .. _�... ... . 1}6", _ .FLOOR SHEATHING . 7HRU-80LT 032"OC STAGGERED - .. 3 a V -,. -f 3 2x1 II. ie :. . 3' : - • :.^ ' - F =' �` ' - �` - - '. LU5210 SIMPSON HANGERWIO BEAM 410 JOIST RESSENMWeALDESiG11OF1T119 BE AMWWAS PEBEYTHEW �M/SSAM MITTS BX=IWG�� ONE-AMD -FAMILY OWELl81GS 718 N . .. _ STAIR STRINGERS o - .. - - NEGY 5-� - � 1>itEscBmnE . - - 530/1.]t.]ENGINFF-RFD DESKaI. 2 FLUSH STEEL BEAM. .' CONNECT..BEAMS + .. HSS WITH.•$6"SHEAR iti .: - • 9mme .. SCALE 3' t-0` .T I .. .. :TAB WITH 2�"O BOLTS' mswm„ �}NpF _ ,I,+6 wamvw x�mao � (Ej2-9hh"LVL' g. SIEEGGEL N.354SS ITRU STRU n b Al . v, 3 •®o x FOR BUILDING PE RUHL WALKER fec& 9' ry. N 1 xT J fL '+ • - �. U 1t (E)2—. "LVL , - - .BaebnMA 0219 m ... BEARING - "' WALL ABOVE J � ® r _ - .. _ - . _ -T 8772885478 wwwtivNwalxucw 2x10 LED ER WITH 2 ROWS OF' 'J- .. o " - 1✓EVISIOB ar. ..". ... xw®EB I.I 6W(DWiE866lB6CK t•tTAt 1 BEARING ... • % I 1 - I WALL ABOVE - - ' _ e SCALE: .: 3-2x10 •91a+ 3-2x10DRA- - ISSUED,B1l 26 OCTOBE2"29f i SECOND FLOOR FRAMING PLAN S.L:1/4."L'-U • 2.. d K. W'. m 0 'z O O o z w. 4 � z .. .. _ - EGOS 50.SDS3 HANGER N M1 .. .. — - EXISTING BEARING W L I ^:. q ^ 0 2z6 CONi. BRACING N Z p p J J N boo u 32i70 t - - •. r— _ OPENING LOCA IN AND - .. DIMENSIONS TO LE +6 ... .. COORDINATED 1 ARCHITECT AN .rlGINEER. '. LU5210-2 HANGER ._, -•.. �. .: .. -.�. _. �. - 1- E 2 2x8 .. - 2 2x6 STUD POCKETS TYP COLLAR TIE '- EXISTING DECK.BELOW) r s'¢ ' .. .. - .. - .. J p THE STRUCTU p RAL OESIDM OF7H16. . COLLAR - - MASSACKUSER6 x E 2 2x8 u NILur�uE wIn1THP�m1®eomwi of C R TIE 1 BU60WG CODE FOR ONE-AND TWO FAMILYDWHLNGA TIE 4j2- O PRESCfl�TIVEREOUIRFNENTSOFT169 W �' :. •� � _ 'WOE DD NOTAPPLY PER 6EClIONS SSM.I:IALTERHATNE B N9 AND ' - _ .. -..' .' : n� - � •.' .. .. .. -�.63a1.1]ENOINEERE0 DE$lESIWa' i -. b ti+b .:Six961•A'Sa tle•..Ii1G`.it> ;. � .: ,. .'_ .. '. I i � E 2-2x8�. �'. � '.yi - • �G:. N 0 COLLAR TIE PQ _ _ - �� BfkyFN.LUS2I0 2 HANGERS PAUL . + �uT:.umm 6THUELTURAL - Ne.35496" . % - J E 1 Ta FOR BUILDING PE 2'2x8 Ile . � COLLAR TIE RUHL WALKER Amh1tects •.'4 - N WALL BELOW .. _ .. BEARI G'lNA� 60 K$teat _ ^ U 605b11:MA M127 E 2-2x8 - 'F 617268.6482.. . FEF'. 4/ � c +> "REVERSE CEILING .. .. fJ?\ r JOIST®GABLE END �ti - t.wvwdxassvm ` ..- _ .• J ., lalr®et >em RF_vtsloN .aTv 0 - > and calmed +sa.•Ax4 2 sv.•coPran aE<aKK Hnaan +6 3-2x8 .. .. - - —2x8 3-2x8 3-2x8 . . _ .. i — +6 1' 2x6 STUD POCKET, TYP. - '•. "SCALE 1/4= 1. 0•�' ,. : .. .. . .DRAWN BY, � �' %%% ISSup'. 26 OCTOeER'2010. 2ND FLOOR CEILING.FRAMING PLAN --. So �1/4•=1' - � S3 . . - ..W. o0 . w .. . O N S (A .O o Z . - , Z T _ } . . ' _ m r . - - . � : '2.10 LEDGER FASTENED'TO WALL- * t ' .. .. -STUDS WRH 2 ROWS OF�/e'x5" _ . - - .. LEDGERLOK SCREWS 016"OC . - - 2 0®6"0 L S OPE RA ER Q'- ' ,.' - -._. . MM . - �� _ .. - :. .. r... ;' - _ - - .I .. .. _ . ti+ ...-I��1I.,.I..II..�.1-L-.1.�..,L.L.....I'..I.I I.I...-I..�I..�..;.I I I�.I I....I.I�-...,-�.­--'II..I I.L....�I.�..-�I�1�I..L.II�-I.I�-I-.-..:...I..L...�I I���1�.I..I..I.I1 II..I;I..��.I.I I.��.II...I.�...I.....1-�.L..I.�:�'I:...I.�..�I...I��..I�...I I��.I.�L-..L..'.I...�.i-.�I......I I�...I�I.�I.�:...I.I.wI�I...II.....II..I...�I I.IIL�I.���..I.II.�...III..I.�....�....L.I....IL.I.I.I�....��.I.I....�..�.L..�.I........I..I...�...I.�I.-...I..I.�L.I I..I�.I..I.�.1I II�.I�.I.....LII.....LI..�....I�..-.IL I..I....�....L'..I I.I�...�:I.III I'.I�I.�I��I..II I�..I.I II..I I.I4.�wI I...1.I II.II.......I I...I.L�.I.I.......�,I...:..r K......I..�.I...!.-.�.....L.�...I..�I.-I.�.,1,....L.�,I.�...I II....�..I...I.I�I.I.��-I.I I�...I�.-I I.....I-.�.�.I.I..�I.,.I I.-.I�...I.I.--I.IL...L�...II.-.I..I.�.'�...-.I.�I�II��..)....I.%.II�.-.�I..,II.....I�..�..I..I i.I�..�I��L.��.�I I II.I..�.III I..�1..-...L I:...I..E....I I.I.I....C,.I I.�...-II....I I..�.I,..—L-.—..I...1.I.....-..........I—.-...�,..�II I..I�.�.I z.��.....�....�....--�,.I.�I-..--..�..��.I....�..I.L.....I..�..I.I..�..I...�.L�I.I�I1�.'..I..I��-.I.�\.I�.I L..�I�I.I.�.4LI I II III I...�-I...I�........��I.�...��I I.�.-I...1 I....1...�j.'.1,L-....I 1 1.....�..I�.I..�..I...�...,I.�.;.��I...;I.r�...c II I-.-.-.II.-../-T I...-.-�...I�..-....�I....�-..,.L.I...II.-..�.���;I....L..I..I.-'..,.I I�L SI..:I�L.-�.I--�I.I...I..I.I...I-�.�.��.�..1.I-.-.�.�1I�I...-.-....�.-...:I.I-.`�.I��.II--.-.-�.I....."..I I.-I-I..I I..L.I...I..�.��I,....I....I=...L..I...I�..I�.I..�...-.I.;..I--I.....-�.I.�.-.4L..-%.�..�I....��....-I L.-I....L.I.0 o.�..�-.I.L V.-.....I I;�.-I I I�.��1I..S.....I.I.I�2�..t..L I%I..,:,I.�.I..I]�:....[IIIq.L,III.E.I.I�.�II.-.�..8��-..-...I..?1 I.I..IL A..,.6-.I-=�-n.­...I..CI..-I...rI.I,L 1.�--R1..I..I1-I=..zSI�I.....I.-..1.-I.�-.I....,=�.I.�I....�.II.Lu-...-..-.I-�..I�.-L..—I...�.........L I I-....��.-I IL.I�..*.1.'..LI.....�....:,.I.�...I I:..1..1...I1..I.1.I l...�..IN-.-I.L,....�....I�.I IF1 I.-..�....I..,.I I.-.�L.�I��........L.1...I.:.t1.%�/.I�.�.�II..w.R 1.....E.I I.X*�...I.��...I..II=-I�.:.�.S...I1:II..,..�.—.:...T..-1.I..I..:I.....�I1..�.j.....N..I........�G�"=-1....3......�;�..-...I'.I.L.I.�..I.-..��'I...I�.I�1.I.I..��.I�..-I:..=..i...1I.I..I.1.�...I....1...�.-....I.I..I....11....�.�....II..I..�--I1-.;�:1..iI I.=.--:��....1..�,.��....'...IE.�..I..�..Ir.'.�..—-I---�--------<..I-I.�-......---1.�..L.t0-�.--2.��...�.-3-—'--�--K-.�--.: .:.�..:.[:..�....I�9..�...LI...!I ......-1.-L...--........�...I�..L-..--.--.-...��.�-A..-'�'..-�-....*.1�.-..---:_—.---.'-..:-.-I.�.:-�..1.%..*..--..-'...*#�...--......:...-...-.-.—/.:.1-.1-,-.....----�.�-.....''.'.'--:-.,II-::I.1--I�-.-'.'...-:1...;'�.-�-'.-.-�.--:-�-:.L�--k..,�..-..�--I�/-%q..:...�'.-".�.:...'1."�.--.-I-.�.--.�%-.�-�.---.I�--.--.,.�--.--1-_.''�-�"-,1.�:-..I'.--�f�-,..�.:t.F.*-....%.."..1.i..-%.--....�..�.--.-----..--.--=L.:�.--...-..,..�.L'I.,........--.=..�-.."�..I�....-.A....-.:-----�---.��...l.F�..E..-,.'-.'q.%i...%%-I.-­..I-l-..�,�.L.:.%....%:..L�%1--.:..�1-%:...-"-..-%..,,:r:.:%%::..%..-I.-..-.'.....�%%...-....�-I-..'...-�-�­...--'.-.'--...%.........'.--,4.:.�..--.I�%�=--:�L---..:.-.-..-'.....-%I 1'...-.�:W'...%.�IW.-..-.1.­.....%..-':.:-I.,.-.1',.2�1%-.�---''...-:.I.....q'..%.=-'.�.-�..I....1.,��=7L.-----.-..��.__'-­--1-,".,*-...I.,..:..L...:..2%:.A-....1�-' --...:L..]-.------�—�.1,�...-t,..I.7...-..1..:..:,.1.. i. - - { ... -. ..-:. - .T %8 16 C 10 RID P TE .1 .. - .. .. .. -:' EY PLATE - -_ - 4 . ..... -. . :.° .-. _ { . - - __ _ - .._. .... " . - - _... .... .. . :. .. 1 ALC 1 • __ _. � . .:. U - BEARING WALL'YO _ . . - �. BEAM C.BECOW .: " - . .. - - - . - :-. • .. y. .. ..... ' . < i _ _ . o s 2 .: .... . - -_ _._ _ . - _ - .. O K .. RE90ENCE WWAS OEf+ 7�S` . . . - COMPLW WR 17HETIHEDITONOF . -� . . - _ UO DNF111N1 TIE . _ W ¢ ' PRESCRIPINE REOUIREMEN180F111S . - 1 C - _ _ . ,. I ___ >__I_ . .. M1..1 LLTERNAi PROVISIONS.Ala' . - -- - - ®' - w'.t.SENSINEEREDOE5Nlt1' . . - I ._ ry - ROOF SHEATHING - : - - _ I __ �_ _ - L' i CALLED OUTAON THIS SHEET NEE ID I SHET,S :' spemxE'edlre 2.ROOF RAFTER - - CHIMNEY OPENING - .. .ws,pe . . OF�4@- - WITH 2x 10®16"OC _ - - I _ L �enmmw may. {' ;�kf. .. 'SIMPSON- 2x CEILING JOIST. - _ .. . - /)I _ _ _ _ I 1 .. _ : -1. - s .SIEGEL.', . ... _/ _ HURRICANE TIE - e 8:SN cmAAi' 2xt : _ PLATE: I 1 .. CAVE DETAIL PER - - _ - I i -. er t . - ARCH DWGS - -. ":::.x :.::: .:.^ _ I ::1 ... .. _ - - Y7"WALL SHEATHING - : 2 fO IOG P TEi L I. . _ - I -. - . . -'s - xB. .I6 C I 1' - ... ., :,_: POR BUILDING PE . .. - - _ - 2 l�F 1 I RUHC WALKER ATchlteds . 2x HEADER - I I .:: TE: . VER RA E R TE S - .. : --.. -' _ . I ..::: LEY P __ D JO,WA .F'.6,7.268'AM. I 1 { J 2x 10 LEDGER FA57ENE LL Zx70 1 { . I A.r -. - _ - . ,. L LATE >. I .. .. STUDS WITH 2 ROWS.OF/e.5 - -..... ... - :-: .: LEDGE LOK SCREWS 016'OC : ' ' ...._.... ............... .. ..._..._. . .. ."w.w+mxranuAwrn . .. - _____ . . . . . . .. - ___ _l,l. . .. .. - - - 1 1. .. .. - - - .. .:. ` ....-: ...: :VA EAVE DETAIL. ., . . .. .. . . . - ,... _ ._..� _ _ r ? _ . L 1 SCALE:y•_,•-0 . . p 2x,0 . . - - -- - '' NW® REAP.' --H .t ,, ..' , am v�oDR wwua :ttamm 2 R DGE PLA E 1 r u 1I- . _ • - ROOF SHEATHING r SEE SHEET 53 FORAL7 F� - - F7E I ' .. . . z swcoe�ERet-,-v- 11 .. CALL E . BEAMS AND HEADERS NO T 2x ROOF RAFTER EG OUT ON I-SHET - ' :. r ,i . . _ x . .. .. .: y 1 � . " 5-Ye"bx4"TIMBERLOK SCREW EA.. - - RAFTER/STRUT CONNECTION .2. ROOF RAFTER .. ., . . .. XX%' •- • • 2.BEARING WALL I " f - '. I " = 98 DLROBER 20L0� . '-- 2.RAFTER STRUT . . . - .. .. ' . ., LVL BEAM .. - - '. .. .. 22 6 HORIZ. BRACING. . .. ._ . . . I - PROVIDE 48"OVERLAP I : ' - . . 2x PLATE CONT. w/ ®SPLICE CONNECTION - _ - .r . - 1--Ye"OW i1MBERLOK .. . . . • SCREW,EA. RAFTER - EXISTING RATER. - I _ ,_ _ I. . - - 2x CEILING JOIST . . :: _ _ .. - . . . - - , -= 1 I ROOF FRAMING PLAN - . .s . - Sole 1!A'-1'-0" .. .. ' 1 - : STRUT ANGLE TO MATCH EXI87. ROOF RATERS . - - I - .'. ' . . LUS210 SIMPSON I LU52f0-2 51MPSON HANGER HANGER '.. . /� 2 . ROOF-CEILING CONNECTION scALE:F•--o• ' ._ - 9 - 4 . 0 CD NO. DATE DESC. N oz J.: w O GpSAll STU co ARpCU C40, AVE Ch mINrucl(rr savNv O I CU'N/OFF qD tic k�ju_l ST LOCUS MAP I CERTIFY TO THE BEST OF MY NOT TO SCALE PROFESSIONAL KNOWLEDGE, INFORMATION CB/BROKEN AND BELIEF THAT THE LOT CORNERS, FND DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY 1 'fie INSTRUMENT SURVEY AND AS SHOWN ON N/F THIS PLAN ARE CORRECT. BENJAMIN D & SUZANNE L BAXTER N/F ASSESSORS MAP 306 NADINE BASTA PARCEL 10 ASSESSORS MAP 306 PARCEL 9 CRAIG A. CFI No.3&09 LAM N/F NADINE BASTA ASSESSORS MAP 306 PARCEL8 PROFESSIONAL LAND SURVEYOR DATE D FROM 8�£SBANK _ .. TABLE ` � I c ►� �js 1 1 w Jill: CERTIFIED C \rII / d 1 .3..- --._- PLOT PLAN 0'30'E 130.687 13.79' N881 CB/DH f V SII -E 100.00. #7 A HOUGHTON ROAD FND to 8 BUILDING SETBACK UN 0. V rrl > \rII / M PROPOSED I-- _ z w C3 ADDITION IN EXISTING m z�KWF > GRASS a ECK HOWE AREA 1 0 UP HYANNIS ` cn / to rl,� MAS SAC HUSETTS 79, �' 62.7s 2 STORY 1 (BARNSTABLE COUNTY) WOOD FRAME ��­ HOUSE-#7- ---.- ,�RITUMINOUS-DRTVEWAY--.- ----- .—,, FF=13. 5 F 02 TOF=14. 5 1 PORCH 0 10,• rz EXISTING CONDITIONS l 19, d _ SECOND X 0 Ul -6 0 Q STORY' PROPOSED DECK I l r i I / z C I ' ,/ W ' IST FLOOR rn I Ii PLAN 0 1 DECK t:' C3 0 TI PI T2 PT EXPANSION rlq Al tn 0 17VA td Cl) TRA 0 1 T WITH PROPOSED �j W # 0. IVY N/F WETLAND KARIM M. & YOUNG—SON r 0. BASTA Cl ADDITIONS 0. ASSESSORS MAP 306 PARCEL 237 16,352 S.F.UPLAND I 1,420 S.F. WETLAND \ \ �17,772 S.F TOTAL PROPOSED \rII / a' \ \ ' ENCLOSED SHOWER 0 rW F 1� \ \ \\ 0. z EXISTING _Q CP GRASS % % DECEMBER 28, 2010 AREA % C) % ca I GAS % \ \ \ % METER PROOSE ' I \ I ca GAS ADDIPTIOND kWF #5 SETBACK UNE G G--� G , .00 \r I I / \ I I \ \ % -�-- % �.� _ \ g1. S82*5 % ` ,� PREPARED FOR: 9*30-E 232-87' % % � G I O Q 40.4, N I DAN LOVELY \ ` o I 23 MERRYMOUNT RD. WEST YARMOUTH, MA 02673 \r i I / <WF #6 '° I (508) 364-0179 -4 rn \d C3 WF #7 \rII aCIBSC to N/F VLADIMIR FORMANEK r ASSESSORS MAP 3015 w 349 Main Street, Rt. 28, Unit D PARCEL 238 z W. Yarmouth Massachusetts 02673 508 778 8919 LOCUS INFORMATION I @ 2010 The BSC Group, Inc. CURRENT OWNER: KARIM M. & YOUNG—SON BASTA OVERLAY DISTRICT- NONE SCALE: 1" = 10, TITLE REFERENCE: BOOK 9773, PAGE 137 NITROGEN SENSITIVE 0 1.25 2.5 5 MI ZONE: NOT IN A ZONE 11 26iI 0 5 10 20 Fw PLAN REFERENCE: BOOK 281, PAGE 98 FEMA FLOOD ZONE DISTRICT: A10 (EL=11) & B., DATED 7/2/92 1 PROJ. MGR.: C. FIELD ASSESSORS MAP: 306 PANEL #250001 0006 D FIELD: P. HAGIST PARCEL:- 237 MINIMUM LOT SIZE: 43,560 S.F. 1 CALC./DESIGN: K. HEALY ZONING DISTRICT. RB EXISTING LOT SIZE. 16,352 S.F.UPLAND DRAWN: P. HAGIST SETBACKS: FRONT 30' 1,420 S.F. WETLAND SIDE 10' CHECK: C. FIELD REAR 10' 17,772±S.F.TOTAL 1FILE: 9556—EXC.DWG DWG. NO: 6041-01 ------- JOB. NO: 4-9556.00 ' SHEET 1 OF 1 S YS TEM PROFILE NOT TO SCALE TOP FNDN. FINISH GRADE FINISH GRADE OVER OVER TRENCHES (Z . �EL .- 1 . S FINISH GRADE 12 , �1- FINISH GRADE OVER DIS T. BOX 1 Z. %•` 110'4 SEPTIC TANK ►2 . ✓ •o.p !o i. o a.VO Q�6 12" MAX. •tea, ob, • a o:4 Q, �'..o::�:b'•• :Ga•.eG••'�.ti 4'::Q•off Dp.P;q.o P.y+bg0i'v ` .A'ti•b.•.r 3„ OUTLET PIPE LEVEL TOTAL LENGTH OF TRENCH SG :o d FOR 2 FT. MIN. °•.Oo 0 :'D, a O, O •b~.OA•G• Er Y O°. ..�• •. 'Ao -�� 'tea.' O 0 �•••e o00 0 a' •�0 l 0. Z O 0 �' f ie:n•:e•'o:. :!:Q vo q ti. :4 0 s C. I. OR PVC TEES �L1S 13d�-t=Lfr �; P o 1500 GA L L ON DIS TRIBU TION BOX , BSMT FL . :'o •o .� p, EL . <o . O o o.0 9° INSTALL ON LEVEL BASE FL ON DIFFUSORS N d,P, �tio: a e PRECA S T CONCRETE ti ;Q H-20 LOADING °b H_-- l0 -.REINFORCED S � �b:4b.$'�'0' G'? •'D.:O• a.A';0'4Y'• D 'D•O. ...a.,•oQ- ° ------ ---.._._ _._. .. _ --= _— ----___;_.. -- �i:' • ••o.a:'Oo.'o�- .o o• •:b••:v.•o.a. A.p•�r�:op�c ,;q.y'.,b�4: .... SEPTIC TANK TRENCH SECTION _ .L 07 'L ��'o INSTALL ON LEVEL BASE NOTE.• EXCA VA TE TO EL E.V V. (�I�,� OR ITT 7-75-¢ S.F, i 't, LONER TO REMOVE ALL IMPERVIOUS 00 MATERIAL BENEATH THE LEACHING AREA 4 DIAM. 12" MIN. \O REPL A CE EXCA VA TED MA TERIAL NI TH „ 3" OF 1/8"-1/2" o. p b'� ,p..6 • drg1 ' CL EAN. CL A Y FREE SAND o '... • , .o WASHED PEAS TONE °4' � �.• .v \\� 3/4" - 1-112" NA SHED D:o;.• a;, 0 ' t CRUSHED S TONE ;e�, a: � o N ° TRENCH NID TH �� GENERAL NO TES wO�IC 1. ALL EL EVA TIONS SHOWN ARE BASED ON NGVD NUMBER OF TRENCHES I _ 2. ALL PIPES IN THE S YS TEM MUS T BE CAST IRON r ;� Ds" �:I r^�iSORS 6 --•..__� .._• � .. 8 _- _ _:. � gAYi3L�.L�� rtO �Ir OR _SCHEDULE 40 PVC,'. , �l-ONCt 3, THE BOARD OF HEAL TH MUST BE NOTIFIED OF�SEF�V�I TION PIT _W012K :LI M (-f P-9790 WHEN CONSTRUCTION IS COMPL ETE PRIOR TO BA CKFIL L ING PERCOL A TION RA TE.• °J .�Q• ,�.� 4. ANY CHANGES IN THIS PLAN MUST BE APPROVED <2 MIN./IN. N (��� �p B Y THE BOARD OF HEALTH AND CAPE 6 ISLANDS NI TNESSED B Y.• SURVEYING CO.. INC. _ DONNA MIORANDI 5. MATERIALS AND INSTALLATION SHALL BE IN BARNS. BAD. OF HEALTH COMPLIANCE WITH THE STATE SANITARY — DESIGN DA TA �,•. $- CODE - TITLE V - AND LOCAL APPLICABLE DA TE.- AUG_8,_2000 14( a RULES AND REGULATIONS cc NUMBER OF BEDROOMS 4 9 6. NORTH ARROW IS FROM RECORD PLANS AND \0 �O- c G��Gj�G IS NOT TO BE USED FOR SOLAR PURPOSES L.. LOort ' z z GARBAGE DISPOSAL �NO 7. .FL 000 HAZARD ZONE B I Z u p, �,�ot-�Y p o 4 DA IL Y FL ON 440 GAL . 8. WA TER SUPPL Y TOWN WA TER 24 G SEPTIC TANK PEO 'D. 1500 GAL . e SEPTIC TANK PROVIDED GPD. �N SIN D LEACHING REOUIRED 440 1 �. �L 10 rn 0 / 64 rr G ' 2 M ea, 4.r-I N O D AA REG 'D a 440 GPD/0. 75 SF/GPD - 587 SF. U LEGEND II� Gt'_OUNiD W4"rErL AA PROVIDED 12 ' X 56 ' 672 SF. PROPOSED EL EVA TION CONTOUR -,- �. oo oesER VA rloN PIT HOUSE RECONSTRUCTION d' SEP 7 I C UPGRADE S 1�lzYW_ELL !� 0'\ 0 DISTRIBUTION BOX _ PROPOSED SERA GE DISPOSAL S YS TEM -SUN OFF Gj ------ T__ 1L _-- TRENCH n CZ •* a .a t r PREPA RED FOR rsoN sr I sr CO. park / A SEPTIC TANK KARIM BA S TA . Y N Kaimus I--._1 :., HSE. NO. 7 HOUGH TON RD. £A �, RESERVE AREA HYANNISPORT - MASS. rr y @.each ' .F K Y ham ^ Bea �JI/ '"� 1 O.�F 2 PIPE INVERT ELEVA TION �' � DA TE.'__L�UGj._�, 2000 CAPE 6 ISLANDS ENGINEERING a 1 11J ' a + r!' � Ir PLOT PLAN �r a'• t� a:; SCALE AS NOTED 800 FA L MOU TH ROAD - SUITE 301 HYANNIS HAR-B0,R SCALE.' 1 = 2.0 50Co 23? -7 sly, �;A ' ' PLAN NO. 5080�00 MASHPEE, MA SS. - 77 , MAP SEC PCL L OT HSE +:. q REVISIONS: NO. DATE DESC. N p` 1 H pv — v GOSN�"D SZ ST STuCU co _ C4o'WIDE 04 _ W j D oCEgN AVE v a _ w AP4NrUtWr SOIAVD � I N 1 O I LOCUS MAP I CERTIFY TO THE BEST: OF MY t NOT TO SCALE PROFESSIONAL KNOWLEDGE, INFORMATION CB/BROKEN AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON N/FI �. THIS PLAN ARE CORRECT. BENJAMIN D do SUZANNE L BAXTER N . �. ASSESSORS MAP 306 NADIN N/F i OF PARCEL 10 ASSESSORS MAP 306 PARCEL 9 I CRAIG A. 1 FIELD �n No.38039 1 uwD O I Q N t NADINE BASTA , ASSESSORSEL 8PPARC C 20p• ^ I PROFE SIONAL LAND SURVEYOR DATE o""PjcfD ro oR£ 1 1 � fK v n oM BARNS�NK � c � Cf , a I o GjS z t 3 CERTIFIED _ _--_ A a I PLOT PLAN' � N88'10 30 E 130.68 13.79' --- o ro CB/DH r 1 y S82"59'30`E 100. 00, #7 � FND $i w o a . � BUILDING SETBACK LINE C — r \111 / y a o I HOUGHTON ROAD . � � o I o 18 NEW 6'x22• -� --- `� I I N M w EXISTING n FOUNDATION WF #1 zI GRASS g i o ` A AREA 1 ti UP HYANNIS 2 N ..__ _ 1 - I MASSACHUSETTS BARNSTABLE COUNTY STORY WOOD FRAME BITUMINOUS DRIVEWAY g7.0' — WF #2 'o Z FF=13. 5rn t T1317=14. 5 1 clu — — �> �Z olz 10 tea' - — -= _ EXISTING CONDITIONS n I rl rl SECOND o z � 0N N I PLAN \ II / d T1 P1 T2 PT , 1 ��ni� / �� 3 I WITH I 7TtANSECT WF #3 '4 I / N/F �► � IV WETLAND I WETLAND y 1 KARIM M. dt YOUNG—SON O 1, I ASSESSORS 306 `�� g 1. 0' M FOUNDATIONS PARCEL 237 9ti I O I 16 F P N.352 S. .0 LAD S� 1,420 S.F. WETLAND 17,772*S.F TOTAL\% o, O o � w WF #4 EXISTING ` \ / 1. 0' GRASS 5. a 2 I APRIL 18, 2011 AREA � m BU�I GN S'ETBACK'UN NOUNDAT I ON J \d \d WF #5 ` �` F 13. 30.0' � G S82'S9'30'� 232.8 N c 24. --_._-_.. �� PREPARED FOR: 7• I G-- \ c t 45.4• G I 0 DAN LOVELY o 23 M R E RYMOUNT RD. WEST YARMOUTH, MA 02673 (508) 364-0179 WF #6 0 I c� -4 1 I f9 I WF #7 r y I to N/F a z VLADIMIR FORMANEK a ASSESSORS MAP 306 a 349 Main Street, Rt. 28, Unit D PARCEL',238 Z W.Yarmouth Massachusetts 02673 1 508 778.8919 LOCUS INFORMATION ( © 2011 The BSC Group, Inc. t CURRENT OWNER: KARIM M. & YOUNG-SON BASTA OVERLAY DISTRICT: NONE I SCALE: 1" = 10' 0 1.25 2.5 5 was TITLE REFERENCE: BOOK 9773, PAGE 137 NITROGEN SENSITIVE 1 ZONE: NOT IN A ZONE II 0 5 10 20 Fw PLAN REFERENCE: BOOK 281, PAGE 98 FEMA FLOOD I PROJ. MGR.: C. FIELD ZONE DISTRICT: A10 (EL.=11) & B„ DATED 7/2/92 1 ASSESSORS MAP: 306 PANEL #250001 0006 D FIELD: P. HAGIST / K. HEALY PARCEL: 237 MINIMUM LOT SIZE: 43,560 S.F. 1 CALC./DESIGN: K. HEALY ZONING DISTRICT: RB DRAWN: P. HAGIST SETBACKS: FRONT 30' EXISTING LOT SIZE: 16,352 S.F.UPLAND SIDE 10 1,420 S.F. WETLAND I CHECK: C. FIELD REAR 10' 17,772tS.F.TOTAL I FILE: 9556—EXC.DWG DWG. NO: 6041-02 JOB. NO: 4-9556.00 SHEET 1 OF 1 L�J Q O 0 C*1� nry0 Z Q 0 C� O 0 Z z a Q �. BASTA, HOUSE ry r n lJ mm W O O 44Li 44 ., s= 1C, . 4 � k h _ ..N f fi I 4 Pr, . .. . .I` r.,_ r , r r� F NEW POST-FROM '..ABOVE w r . 1 r J TRACKS, DOWN TIC) EXIST. :..{ �T a, kr.... .U R„I 'I I t« 0 I� c� 1 Q � e J ` FOUNDATION WALL � N sJ Q � a k sd V s �s s r I r y e Q Ca s,A 4 G E WS 'BEAM tu - - - - Q NEW PO ABOVE POST A E THE STRUCTURAL DESIGN OF THIS 1 SUPPORTED ON RESIDENCE WAS PERFORMED IN EX ST. STEEL BEAM - COMPLIANCE WITH THE 7TH O EDITION F MASSACHUSETTS BUILDING CODE FOR s 'ONE-AND TWO-FAMILY DWELLINGS. THE PRESCRIPTIVEREQUIREMENTS OF THIS -- CODE DO NOT APPLY PER SECTIONS 3011.1 ALTERNATIVE P s 4 5 E PROVISIONS AND 5301.1.3 ENGINEERED DESIGN. EW POST FROM ABC V TRACKS DOWN TO EXIST. Si el Associates -,Inc. .: -ConsultingStruduraCEn losers . _9 FOUI IDA FIC)t I WALL www.si tes.cam assoaa I I 634 Commonwealth Avenue Q 11-61STING B ARI G WA LL Newton Centre MA 02459 !k T 617.244.1612 tel I 0 OP OF FOUNDATION 4 ` 617.244.1732 fax 1 I L— — --J r NEW POST FROM ABOVE J TRACKS OWN J D TOE 1ST ` 1 Q 5 F. FOUNDAT ION N WALL 0 Q ti FOR BUILDING PERMIT RUHL WALKER Architects GC TO VERIFY OR _ U PROV D 6 PO J � 1 E 3 2x ST Q 0 0 60 K Street v Boston MA 02127 0 G T 617.268.5479 F 617.268.5482 www.ruhhwalker.com NUMBER REVISION DATE 1 2ND FLOOR COLUMNS 12-22-2010 CO U S - N K 1-2 -SW CORNER SETBACK 7-2011 1 3 REMOVAL OP INT.COLS 4-25 2011 4 LOFT ADDITION N 6-17-2011 i SCALE. _ XXX DRAWN BY. ISSUED: 26 OCTOBER 2010 SECOND FLOOR PARTIAL FRAMING PLAN SEC G a - _ Scale: 1 4n=1-0a r10 NOTE: EXISTING FRAMING UNLESS NOTED OTHERWIS E S K S Oc copyright 2010 RUHL WALKER Architects r Inc. a �JO _ o N n CD z Q O H-- C� O DM O z Zz Q f BASTA HOU SE SF m i 1 O O : k C, 4 b 6 v - STEVENr �yg 0 .... : -... .. - _. a Ed gr p 4 r10.lk 3549 + Fi n r S ua v P a 4 1 s • r I 1 r U THE STRUCTURAL DESIGN OF THIS J I. ;RESIDENCE WAS PERFORMED IN L PR0 E SIMPSON 015 N r OF COMPLIANCE CE WITH THE 7TH EDITION F - Ca to FOR CEILING JOISTS `MASSACHUSETTS BUILDING CODE FOR W z XISTING L G OIS71 J �. � N - N -. ems-O O E A D TWO FAMILY DWELLINGS.THE r � ': PRESCRIPTIVE Z Q REQUIREMENTS OF THIS k �C Q ' CODE DO NOT APPLY PER SECTIONS TI NS I N � W F— J 5301.1.1 ALTERNATIVE PROVISIONS AND i O r 3 `. I I Z W 5301.1.3 ENGINEERED DESIGN. I � Z J W - O L 2 Ia L El co co 7 OCLPI _ ; F0y'_,' Si isJ Associat>es W JUe9 II I N x 2 2 10 Consultln N I-- SWdural, Ineerr I W 9 F.r19 3 l W J .com ❑ ^ O WZ ., W< I I - I; fW wwws lassoaa tes .:. 634 Commonwealth Avenue I - -` I I Z k <N n A 4 J Newton Centre M 02 59 I I IL J °21 fi17.2 .1612 tel Ia I r 617.244.1732fax 1 � 1I W O ; Zk` N r,. ff J J J Ii LOFT WALL ABOVE L L J W N r ^;I i TYP. rn II I L z 6 J + L r 1 r N FOR BUILDING PERMIT �> — NE 2-9 LVL- NEW 2 16 LVL /2 O RUHLL A� hit t RUH WALKER c ecs 0 IMP 0 r OFT 0 S S N HU410 ANGER 60 K Street FILC EXISTINGL L Q Boston, MA 02127 s ff , W X10@16 OC OPE G 2 T 617.268.5479 SIAPSON HU416 HANGER' F 617.268.5482 www.ruhlwalker.com NUMBER REVISION DATE 1 2ND FLOOR COLUMNS 12-22-2010 2 _ .>SW CORNER SETBACK 1-17-2011 3 REMOVAL OF INT.COLS 4-25-2011 i 4 OFT ADDITION 6-17- 11 L 20 1 4 1 0 SCALE. DRAWN BY. XXX ISSUED: 26 OCTOBER 2010 FLOOR CEILING PARTIAL FRAMING PLAN 2ND 0 1 4 =1-0 n Scale: NOTE: EXISTING FRAMING UNLESS NOTED OTHERWISE SKS 2 c co ri ht 2010 RUHL WALKER Architects Inca PY 9 . 0 L_ I Q O N1 n O �/ / z Q O - I � " . � I I � I � � I I I I � -) f— T 0 _� . ' O D O z Zz Q > . BASTA HOUSE U / n NEW `RAFTER TO BEAR ON EXISTING DOUBLE . I I . I I . I . I I . I I I I I . < � . LE TOP NEW OVERFRAM E 4 PLATE. SHEATH EXISTING FLAT ROO _ F RAFTERS i�:I I I..�I III...I� .I.�I-.-�I-,..��I.��I.I II�III.k�E'I--I-.�-�_(,:-.II.,I 1 I,�.-.z)1-._%,2III.�1)LF I.:I�I II II I II I I,I.rI.II I-.IIII I III�I I I III 1 III II.II1I I.I II..I.I..I�..I�I��I�I I I�I�I.I�I I I I�I I III II w P �I I�I1I.I-�III I-�I II�I III I I.I11 I�I1�II.I 1 III.�1 III�I.I II..I I�I II I I I II�I II�1�I.I�I IIII 1�.�I II I I�II.II I I III III II I.�I I�II�III I II�I I�I II�-�II II�.II I I�I.I I II,��II I II��I I I I��I II1I�II�I II�II II I I II�I II I1 II .I..�..II I I II I�I I�I�I�.I II III I II I11I�I I I 11�I II IIIII I Ir I I���I.I.�I�.I.I 1�.I.III.. II��I I I�III1.I�I.I I�I I I II I.I.IIII III I��.���''.I III.I I.I II I I�II��I��I�I�I.:I�.I�I I I.II.��I II��I.II II II.�II I �I..I��I.I.I.II I.I 11I I II II.II II I,1 III II I II I".i��.II I���I I�III�II�.I III.I 1�.��II�III IIII I��.III� II I.I I.II�I.II I I I.I�.I I�II.��II..II1 I.II II.II I�.I III.I I.�II1 I1 I(�I II�II I-:Q�111I I I I II I--I�S�I�..I I)I I I�D.I�III 1I1�----.--.—-I I�I III I II II I1I I.I I�1.III���'�1 II.I,I1 I4 II.r I II.II...I.I�I I I.�I-—I,I I�II�IIII.7-�I�I�I,I'���I.I I I.IIII IiIIII I11 I.,11�.�.I-..I..I1i IIIII—I1..I I—�III�I II..I I I--.��7 I-1 II�II I I II III-I"�I I\-II�II--II I I�--.I"I��I,I,=.I I.II�I,.I�II I I--z.II�I,I II,�I1IIIII��I II.I I I—,I I�I I..I II I.I...�0-I.1I..—k�1 1 I,I I1 II.II I,I.I I II�I.II t�I i�I I�II 7 II—�I!'ICI I I��I-I.��I tII1 III.j.I I��I I.I-.%-�I..�II�I I I I I�LI-II I'I I 1.I1—I1.I 1 1III�I 1I.I II�Ir 1�.I 1 1.�I I-�—II III.I1 I I.III-III II J I I I�II I i I�-�II,II 1..-L—�I 11 I.�-I�II�I I1I�I.�.I I I I-�—.�II�II 1I II1 I I.I II.1 I I-I�I I:I.�.I I I I-—�1,JI.I,III..�.I I III�I 1L1I.I�—�I I I�II..I.I II�I 1�I.I.�III.II��1II I I�I I II.—..1 I�I�..1 II.-II I I I���IJ I..I.�III I I.I III I�I�.�L I.I II III"I�I I.I.I�—�I II II�I I�I.�.I I II I II I I�I I—��I II I—I I�.I.��I�.AI-III��I I II I�I�II I.I�-II—I I-II.�L:�—I�..I I II.I� 1�..II I I�—I�—I.I IIIII IIII I II�I I.I III�I"II I�I II-�I—I1III:II—.I JI II II R.I.�I1I I II 1I I I I I�I ILI—I�I.�—�.�II 1.��..1�.I�I.�.I II I.I.—I�III�—I I.II-I I�I�I-I�I I�-II I J-I i..I-.�I II�II.II�I/.�--�II�I.I�I.I�—�II�II�I I I�.I II I I..II II I I I�II��— III IIIIII II I-I�.I I iIIII..—\I III II�I I I I�.I�I I�I-.I.—.III—II 1II�I II-II.I.1 I-II_--I—I I I�II I�:�--III�I.I—I�7.IIII I.I��II I��I.I I�—I I�I—.II�I I�I I"I�1 II-IIII II III.�I I-.�I��III.,IIIII,.-,1II�III. -,I I.�I1���I1�I.I.� I.--I I—I.I1 1II—III�l.1lII V I.I.—, II.II�—.I�-,I�II I I I1 I I I��1 I I,II�I LY OOD: FASTEN NEW I I I�I�1��. I 1IIII�I.I I II I I.I.�.I��IIII�..II 1 / AFTERS TO II.I I.�I I�I I.��I III II I.�.�I.I I�I III�I I I I 1 I1III I I O ._ ... ._.. _.. .. .. . .:....I.."._. .... _.. ..... .. . ... ... ....._ . . ......_. .. ._ . .I�� �I I1I III I..I�.�II ...:��..�1.%:j I.,..:...��...."%��I:...�..�I:....��1....,:.-:.,:�.I..�......:�...,%:...�...:... 4.I.......I 1.-�.I.......1I�.....I 1.`..:.1......:.!�...-.:.-.:.:I-..:-.�..I.: -,.:�I."*:I1�.-:I.:.�.....�.....%..�.-.�....,..�....I-.�-��I.�.� ��.i.I.::.:�..%-�I II.II I�III�I I1II�I�-I�.1��-I..I I�.II�I�I I I���'II I��I�.,� �I��.I�I�-I.I]I .-::..-I-��:..��:....�:....-�.�(.�.1.'..I:......-�:I*:..I:,I.:..�:I:..�...I.:..I I-�:I%%:-..:.1'�-.�:I-.%.-....:.-I�':.�:'.II..III..1:.II.I'-.::......I-:::::�o..1I�:,'I..:....��1...1.1-q::Iff..1[f...�..II:�I..-I�.....�-.1..�:::-%%%,..:..:.I -.I.�..��..:I.-..'...I'..:-.':I%...-.w.�..I-..�.:...II I.......I..:.l.I:......:.........I.:.:..:...I.:...:.....:.f....%� I.-l:-.I�"'I:.1.Iif.Iff�XII�1.1.II�I:'I.11...�.�I.H�.-.'.I.:-�..�......%.-..—.-.:..I...-�..�... -..-:...�-..'..-.�-.:.1...I�.q�.�%-..-I 1I.d....I:..,"I-....�.��.I'--I..'-�..��..-...'.-...-.'.�...,1..�I--.......1..1 II..%.-�.I I...'.. I".-:.....�-.-.."�:.I.I:.-..I........m.�I. ....-..Z,.I��1.II...I-1- ..I .. ....:...-.I-.....-*.*1 II.:�I 1..-.,..,.'.f�.I-.�I..*:--t..��..I..'.I .� ...'..1-I..�.\ ....:.....:..':�1 II II .'..-m:..:1 I'::I"%....I ::...:I�II%.-... :....:'.�.1I.II.��:—I�I..=I.I..':...1�II:-..�.—I�.. -:..-.4:�I--—.-.�.-.:W.I�..%I.-."-�I:,�...I:—%..-Id.:�I.....I .:.l�:.::.I.-::I.=-.*.�I..:�...1�'...:II�..j�I 41..j:I�...:I�I.f I..�I..:4�.:� ::.:.:::.:I�-..:I�...1.:.:II I:��.:I.-.I.'.:.:I..I.:.,..I.�.-�.. I..�/I...4:....;�....�..,..I...*j:�I�..,�..�.I I Ii1--*'.—.:-.....q....:I'..--....l:I...:-......::...%.....p�....��..,.-.I.I—...:...I�.....I...I:...�-:..I...,�. ....:.'.�....�I-.—�.�.�d.I...-..,I...I-.-I..,.:w-...'.: SHEATHIN w 1 1 . :- ...#> G SIMPSON TS12 TWIS ........ .. ......... . .. .. .. .. ........ . _ ...._. . .T STRA . / .. .., . :; :.: . ... :. ... .. : . . ... 1# k k I i 1 # .... f f .... ::. .... ImI II 1. ....... ...#.. _.._.. .... .. . g kk%:.q:II-....*II..�I—I...I-.-..I�I.:-.I�I I..III II�.I I.I...I.I II '-....I.�.....1.I...�.-��"...I....-..�I�I..II�II I� I..I-.�I...I II.-I-...I II-.....�. I.I.o..I.��In.I I-II—....I I—'.II�I....I I. I�....II.I�.'I I.....I-..—. ........1-.'.4 I...II:1.'I.'r.-:II...--.I:-.-...'�-I.:..�'�:��1 7...—I-.'I1 I....-I--II-'I�L....I/I IIII(.t.II_I'1i.t�::-�I'I,.I-�'�Ii.��"�I I..I�L�lI.�I zI- II I -I I��II'I I-III I—I—I�--1I -�"�I�I' ]J...I-�-'��[�-..�-.-I..1.-I�.�,I .7. I�---I—..III"-�..111.I�-1....I. .1."m-7-�.-I�.III'.�I.I 1-I- .I.I..I I 7I..I.---...II �..�I7.F.I ...��:.`..�I.-�:.:.I..I77.II II.�.�I7..I�.7 I:1�7 IIII-I1..I-fI..1�.I I...I �—.-.,.I....�7II.......-o7..I..I-...I,..I 1..I..—�II.I.....-MI—.."..w7...I....I .1 II.7..—.-..I�....�I..I.....�.I.....X....I.I1.I.I.�.p..�I I- .....�1.-�......I.-..I7...I-**17-.......-...*..I1� ..-��.. �.�I....II�1..—�j..-.I..�II...I.. ..I.�......�....�,:-..1��p..��4.'.w...'I...��..-..�.... ......'.....w....I.,.;�.I III�� I I�I�.I II I I I II,..II I II.I II�.II I� I. I.I�I�I I�I 1.�.I I�I�.I III.I I I I��. I�II.II--I I�.-I�.�II I I II�I 1II II�.I I II.I..II� II I.II II II I III I ��I I1� I II I II �I. .�I��II II 1II II II II II I II II I I� II I�-I...� SI ��1K...� Ia .-l1?tI. III I S�I II OF .. ..... ....... .¢' - ...........- ... ... ... ....... ....... ........... . ......_ .....ff:'. .. ........ ... _....... ........... .......... . . .......... .............. ..._ P - t ........ ... .. ... ...... ... ....._ .. ........ .. .... ....... .......... ..... ...:... .._.._. .. ............ ............. . ...._...... . .. .. .>.. .... .... P......... ..r .... ... ...... ::` ..... .......... ...:. ...,,... ... .... .. ..., ...,. ............. ........... .. ......... .. ............... ................ i' ........... .. ............... _1 i ... . f .._ .....1. I ... ....1 ....%. 1 ......... #... _ # . , c.�� . . .:...: 1 «.: 8 r,: - .. .'. .: .. . .. ... ...... ..... I . . v . cn :: . 1st,_# . ..... .. .... ...: : t. s....... .. .... ... e. ...... . .. ...... _ ........ .. it ....... .. .... ... ... ...... ...... .. ... .. ........... ..... ... ......... ............ ..... VFs_ar 2..... ? k , X ....N C E ISTING ROOF -T0 BEM DI FIED FOR W t E 1 I I 1 I ) C # f I ...... .......1 . v 1 1 # # # # I < LOFT. SEE STRUCTURAL R T DAT .... . . . . ED .:. -'Igo.,y��-�z� ...... .. ...... ........... .......... .......... ......... .... .......... .... .... : iJ 2017 `FOR EXISTI a•NG CONDITION .. . . . .. ....... _, # I I I i 3 1 # # f 1 I 1 i � E i .- .. .._ ::. .. r ._._:.. . 0 .. :,.... ..: — .. ..... .. .. ... ....... .... .... .. .-.. .. _.. ......... ..... a_ � ,may "I. ..... .. .. . ......... . ...f . ..... ...... .... f... .. "I .. .. .. ........... .......... .. . ... . r ..,:: . . ...:::: -::.[ .. I.. # [.... #....... # . . ..€. i 1 - _ L. N W EW 0 FR E LOFT WAL L TO r A E -- _:. .. . .. ..... ... . .... THE STRUCTURAL DE SIGN OF THIS I 3 .� . _.....1 ."._.. . # ......... 1. _ , � I 1_ .... i... ...... . ..._..._. _... . ........__.. ......... _:..... A LIGN w_.. . EXIST. ' W �CL ,.. _ _..., RESIDENCE WAS PERF RM 3c v "' '- 0 EDIN 3. I.. .:. .f....... ,.. f ....... # .. ... ..:. . .... N......._... ........._.... N _. _. - COMP WI H THE 7TH_ _. ... . EDITION II .. .... I I 3I� II O .......... _.......—a.—.. .. . _..... _f MA A':::: t _ . .... .. SS CHUSETT S BUILDING CODE FOR .. . ........ . .. i O i ,..::. i .. - - :... ONE AND TWO FAMIL( _ Y DWELLINGS._THIz J.. . - - -- - - -- - - I . . ... f:-- L. " -- PRESCRIPTIVE RE UIREM_. .... .. ,::.; _... . ,.. .. .:. Q ENTS OF THIS ,...::. •:. . . � 3. ... _. .. ... .. ... CODED N T O O APPLYP i........... _. . ER SECTIONS T .... ... ...... .. i ! ...... _: _ —._ _ __.. I. i L .. _:. ... _ .. ...... 5301.1.1 ALT. ERNAT IVE PR VI "::.- _.. I . O SONS AND 1.. .... .... i I I _ .. 5301.1.3 ENGINEERE D DESIGN. k....... . .k .... l _. ,. i _: fi l :: .... _ l...... .... ..._ 11 I- _... ...-.- ..... ... _.. .. . .... . ... . ...... ( k ! ! .I.... .. l i . . ....... .. . . :. -. — — F` -- .-- —.. --... _._.. ...._ ... . 1 .. . :... . ._::... .. � ----- -- --- I: k....... ...._. .... ... . _ . .... ------------- i .5 el Associa In 4 is c. _ e9 I', lUn ---._. Structural En losers L, _9 i .:. _:.. . t f. . .. .... ::.... ... .. .. L.. _ _ _.._ ........ .:...:: .. ... www. assoaates.mm _ II :: k i ,.:.— ,, ..: ,.: T -_ —.— �_; ___.=:— _ I 634 Commonw I_....... ,MA Avenue _.. Newton Centre MA 024 9 .. 5 A i 2 2_ T _:... . �, ..... .. _...:. _ .. LATEr < .. 617.244.1612 tel ..—— _ — —— ' 7 - ..—— . .. 617.244.1732fax I I I I -- I _ I 1 NEW TOWER SEE PA RTIAL 1 _..— .. _;_. _. I :., .. ': PLAN :FOR ROOF FRAMING 2x 2 LE GER .... fir. 1 I I I.. FO R BUILDI 1__-_ _____ _ NG PERMIT — ---------- R HL' - -- U WALKS A�. . - R chitec& 4 ,. ... L FT SUPP ORTING BE MS ._ . . .. 0' r INEW ARCH.-LOFT 6 K St eet . CEILING FR AMING 'PLA Boston MA 021 7 D IN .. ...I.. ..... 2 2xc6C�16 C ALLS —.- - — ..__ —.:_. T 172 . - . 6 . 68.5479 .. - F 617.268.5482 2x CONT. ,RIM JOIST --------__.-- ---- L .. ..... www.ruh Ivva keccom v V I - - -- -- - -- -- - -- - - v i. .. II 0 2 1 @16 C :R FTE S �. 0 f,I \ '\ II J V _ - ' - �. , -. L .. !L NUMBER REVISION - DATE o _ I II 2 x 1.0 II 11 1 2ND FLOOR COLUMNS 12-22-2010 II . 2 SW CORNER SETBACK - - 1 II II C 1 17 201 :tn N -� � 3 REMOVAL OF I NT.COLS 4 25 2011 o II - U _ II O 4 LOFT ADDITION I I I., 617 2011 II to 1I � I 0 W II Z Q Z o: O I '1 ` . I 0 U N ` U AM NG <I SIMPSON L50 FR 1 II ACH 45 - , k ANGLE ® E x N II CORNER I N 4 = 1 _0 EI II SCALE. r r DRAWN BY XXX r -r - r - � II II 2- x10 _ 1 I I 1 ISSUED. 26 OCTOBER 2010 fl ti + II ti o D r, SIMPSON L5 CAD EACH e 2 1 OCR 16 C 'R FTE S 1 ANGLED RAFTER — -- - — -- -- — r c 7 2x :CONT.>'RIM JOIST P .5 PROVIDE SIM SON H2 HURRICANE TIE @ EACH RAFTER ROOF PARTIAL FRAMIN P N 0 G LA Scale: 1 4 =1-0 LOF•I" HIGH ROOF PARTIAL F N RAMI G PLAN ,F , Scale: 1 4 =1-0 c co PY 9 r ht 2010 RUHL WALKER Architects Inc. 0 0 0 a O Q 0 cm D Q A5:0 , » e 22 2 O , „ O 5 6 1 2 4 .21 2 a � � - 12 5 Q » 3 4 ; 3 4 2 4 _ �I NE W STAIR TO BASEMENT DS / DS Q / / I I -- - S D DOOR NEW STAIR AN 0 R AT / I I _ rr / N : I GARAGE y G GE EXISTINGWINDOW. , I r r / I RELOCATED , ` I I A5.0 _ IiIIII � . a F Q 01 09_LlI I _ II l II III II I III \ I / / \ \I I ocSwoU �T INIL II_ \ .G ,iIIiI I \\I t ,aC \ ra11II 0c 1zI` 08 \—r - _/IIIIIIIIIIII II ,:IiIIIIIIII I 1I I II .� ,...-`:. r L,L-I I-I i,III_ . J Il,- , I- III.IIII JaI:IIIIIIIIIII r//,r„,,,//iYJ✓/;r,,,,�//. r i. , / , ,.., \17.IL ,./ I<; r/I rI, , r 1 I — _O'l11I1IIIIIGIIIIIIIIIIIIII IIIIIi I IIIIi IIIIIiII III1IIIiI IIiIIII I IIII P Ii I1Li I' r1I:I, UwI I - III4I, I 1IIII I:In IIIIII l!IL 4 00 10 7 / IfIIiIIIIiLIIIIIIII ."1 iIIIIIIIIIIII IIIII 1III _ .. � — 1 0 5/ zr/l ;,: Uz /I / , , , ' cIn , I IIIIII 1 0 » NEW S T AIR T O SE COND C OND CUES BATH FLOOR 12 _7 110 NEW -f T -BOOKSHELVES -- --- - _. z I iNEWGUEST ROOM GARAGE S OFFICE T P w EXISTING DO WN NEW DOOR 3 0 o POWDER ROOM::]] 106 DS 10 3 _n UP EXISTING WINDOW. 8, 8, 12 Ln RELOCATED ENTRY UP LIVING 100 101 RELOCATED P A , U Al A _W DECK STAIR SUPPORTS REFERTO STRUCTURAL UP / DS CLOSET r ,x I,- �c N.N —rIII -N .I:, 0 _ 5A NEW STAIR TO DECK ABOVE \ NEW DECK EXTENSION P Cu iESc 'REFINISH EXISTING TO CLOSET NEW STEEL COLUMNS SEEMAT H NEW AREAS, ANGLE TO MATCH DECK ABOVE STRUCTURAL NEW w F CD UP NEW PRIVACY FENCE @_ OUTDOOR SHOWER W MUD ROOM 0 _ R�U�QnH0 L AL E ArchitectsN L __J m 60 <Street Q 50 5 0 Boston MA 02127 m2-1 , I p PLANS-GENERAL NOTES, : . _0D S i, 8 J1»IIa . _ r�I ,.///,'1lIiII iIIIIIII It II `-1 IiII-II1II 0. o iII a oo" , , m II i0cU n /1 J r 4 , , 2 9 r ✓,/r, , w _ N` I �— T 1 617.268.....5:,4. 79 �DINING w F 617.268.5482 INDICATES NEW WALL102 w TT r m / DS _ m www.ruh[walker.co m m I KITCHEN SEE STRUCTURAL DRAWINGS AND SPECIFICATIONSFOR ADDITIONAL REQUIREMENTS. r ,I I I NEW a DIMENSIONS ARE T0 FACE OF FINISH SURFACE UNLESS 07H RWISE INDICATED. W10 x T I m REV SIONINTERIOR PARTITION FRAMING IS ASSUMED TO BE3 1 2 WOOD STUDS WITH 1 2 BLUEBOARD NUMBER DATE - - - - - - - - - -'— < LAUNDRY AND SKIMCOAT. MATCH EXI TING FRAMING AT OPENINGS TO BE FILLED 0R WALLS T0 BE 19 11REVISED 07EXTENDED USE 2x6 FRAMING FOR WALLS WITH PLUMBING STACKS AND FOR EXTERIOR WALLS. RAISED WOOD DECKING ALLWALL BASE DOOR AND WINDOW CASINGS TO MATCH EXISTING. N DRAINS TO GRAVEL BED SEE STRUCT STRUCTURAL FOR BELOW @OUTDOOR PRESERVE EXISTING WIRING AT LOCATIONS WHERE EXISTING ELECTRICAL DEVICES ARE TO REMAIN, INFORMATION ON IWINDOW SEAT REPLACESHOWER DEVICES AND FACEPLATES. REMOVEALL ABANDONED WIRING. PROVIDE NEW DR T DW�ELECTRICAL DEVICES PER ELECTRICAL DRAWINGS AND CODE REQUIREMENTS. ,, , T77,7777771 � �/ 8 —1 3 4 5 -4 1 4 6 - 00 , o p 3» NEW OUTDOOR SHO WER 2 _0 24_2 V. F. (EXISTING) 12 SCALE. 1 4 -1 -0 DRAWN BY. HM38-2 ISSUED: 18 JANUARY 201 1 RELOCATE EXISTING LAUNDRY EQUIPMENT EXISTING WINDOW RELOCATED IN NEW WALL FIRST FLOOR PLAN A101 GROUND LEVEL PLAN Ocopyngh r� » t 2010 RUHL WALKER Architects, itects Inc, 0 2 4 8 FT 1/4" — 1 -0 i O Q a O I Q 0 C14 O D a 0 Q A5.0 r � � w 47 11 O o O z - _ _ - RELOCATED6 11 EXISTING .TUB 2 8 6 7 6 0 _9 11 15 .1(0 0 a Q EQ. EQ. 1 5 4r9r, 14 r, _ 2 FACE OF LOFT ENCLOSURE ABOVE r , DS V A V LL BOE XI R A EXISTING D00 RELOCATED N IN NEW WALL ABOVE LADDER TO LOFT .- PLAYROOM I rn - BATHROOM v �J x WC .. EXISTING.WINDOW II 206 cn II _ RELOCATED 'IN NEW WALL r NEW z 0 L w E 0 DS LvjQ l I I -, i I„ Zmoo IINEWI / _ I I TH ,MASTER BA II I I i i SUYA CLOSET ,t I 08 ' 2 _._ I i w 0 I1 I _ I i I- I �_ I w I , c I __ .:.: J I I I I I ` BEDROOM 2 I N w I I _ - 205 N _I PLAYROOM o 0 II -- -- -- _ ( I i K ARIM CLOSET w Q MASTER BEDROOM '— — I :J g• �,. 207 , r ,Z II C.9 w 0 II ; 77 _ O ; UP - m WINDOW ' i N II II HALL I l I EXISTINO'AAI II 0 200 - HAT H_ V ,C O II o_ I I , I . , EXISTING i- E s I I I „ I HELVES / S /a.. . , I _I I DS EXTENT OF FT ABOVE LOFT B z I I E I LOFT TO BE X 15 15 / ) i 0 REMOVE EXISTING FRAMING E EESNG G I AND ADD TRIM AT END TO COVER c� , c� NEW DECK STAIR I I I r OPEN TO LOFT BELOW i c� 202b A , A A .0 A6:0 6 \ 7 I _ : EXISTINGK N DEC FAMILY ROOM I - c� 201 _ 0 , w r� z I I I /,. S / A C , ,/ I , r , 5.0 I , i I I i - I _ I I : / I REF ,. I / I _ NEW INTERIOR LOFT cn PARTIAL H c� i I P RTI L HEIGHT WALL w i I; CORNER GAS FIREPLACE ,,E LACE I , i I r, I , ,. RAILING ATTACHED TO FA 1 — L E FACE I / r . OF FLOOR REUSE EXISTING _ i / I 0 - EDROOM 4 C.d-I I EXISTING WINDOW TO . NEW B Ii E r REMAIN _ 2 a ` 1 3 7 1 2 / 1 , , W T AR W SINK. l / EB /. _ RUHLrchitects II / R HL WALKER 1I ,. Z I 60 K Street 1 , II NEW E 7/7 N ,.. B n MA 0212 I , Boston, 7 .,, GENERAL NOTES, ILL®®R PLANS , ;;< T 617.268.5479 WINDOW AT 0 SE ,,,..., / F 617.268.548 r, f o a INDICATES NEW.WALL L I ,,.; .. I ,. 1 0 I , II , z I I I I O I i L www.ruhlwalker.com CLOSET II 1 'Il , REQUIREMENTS. SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL I D ` I w to I 1 BEDROOM ARE T FACE OF FINISH SURFACE UNLESS OTHERWISE INDICATED. 0 3 DIMENSIONS E 0 E S SU , I ' Ii I , 204 II w,. SHOWER x SFIO E iI , w I, �I B�LO INTERIOR .PARTITION FRAMING IS ASSUMED TO BE 3-1/2" WOOD STUDS WITH 1 2 BLUEBOARD ,N IW — —— — — — — — ,.. NUMBER REVISION DATE t 0 .. N M i J �. FILLED R WA T AND SKIMCOAT. 'MATCH EXISTING FRAMING AT OPENINGS TO BE LLED 0 WALLS 0 BE , w , / z,': x FRAMING FOR WA WITH PLUMBING STACKS AND EXTERIOR WALLS .__ _. .-__. :__ ._ ._ _.__ ,,, _.,, USE 2 6 0 WALLS ,EXTENDED. G , . REVfSED 06 06 -11 f ` 1 _ 11 o I _ I L REVISED 07-19-11 R AN WINDOW IN THROUGHOUT HOUSE.PROVIDE NEW WALL BASE D00 D INDO CASINGS- THR _ I _ II I I .- BATHROOM I B I , II X WIRING AT LOCATIONS. WHERE EXISTING ELECTRICAL VI REMAIN; - PRESERVE EXISTING W G LOC 0 S E E E S G ELEC C L DEVICES ARE TO 203' II w - A P T REMOVE A ABAN N WIRING. I P DEVICES AND F CE LA ES. ALL ABANDONED NG. PROVIDE W' REPLACE D CDE NEW I ` NEW NEW _ DRAWINGS AREQUIREMENTS. 'DEVICES PER ELECTRICAL D GS AND CODE . . .ELECTRICAL 1, .� ., , , S 5 6 ill 3 -8 _ 1 8 2 2 6 _- E E . 2 3 8 4 4 Q 8-4 1 2 _ SCALE. 1 4 1 0 16 0 / 7 11 REVISE EXISTING WINDOW ;_ DRAWN BY: HM 32 3 1 2 / ISSUED: RELEVATION 18 JANUARY 2011 PER ROOF BELOW B A5:0 SECOND LEVEL PLAN 0 PLAN, LEVEL , 0 SECOND Q c copyright 2010 RUHL WALKER Architects; Inc, 1 0 2 1 4 1 0 0 2 4 8 FT O 721 0 z 0 0 z Z PATCH AND REPAIR NEW LOW-SLOPE ROOF SHIPLAP TO MATCH 0 W/24" OVERHAND, GUTTER EXISTING lip -JL- DECORATIVE BRACKETS AT BOTTOM, TYP. AT LOFT. NEW SIDING TO MATCH EXISTING EXISTING WINDOW TO NEW CRICKET REMAIN. TO ALIGN WITH WALL' NEW GABLE RESS WINDOW HIGH ROOF NEW WINDOWS, AT LOFT OIL MODIFY EXISTING WINDOW BELOW NEW SHINGLES TO MATCH LEVEL TOS 29'-4" RELOCATED EXISTING EXISTING LOFT TOP PLATE TO REMAIN WINDOWS EXISTING WINDOW TO TO ALIGN WITH EXISTING EGRESS WINDOW 28'-4" AFF WALL BELOW REMAIN NEW SHINGLES TO MATCH PARAPET EXISTING 01 77 7 -2" RELOCATED EXISTING 177777 TOS 26' WINDOW T _,g . ............ jj*# P-,4 moo ----------- I T 1� I ATTIC LOFT IT f J --rpa.Ev,-T EL. 19'-8" T.O.S. Y� s,!"�, 7 lil �.T_r VIL R111�4�1 I T, I L7�i[#L�11,lj Li t W IYJ'J'Ai f j Y3 I 11ITLI 0 1 z", 2 xf. AN SE I Y211 VLL SECOND LE ZZ T117Z COND LEVEL I y11 T 'y _u I C IN-� -T EL. 10' �#4 y Wl�l "Y 1�27T -7 �09� F 1 10 1 IYU A" I LE 14 T h a 4T4l`TYTY1'1111 1, L GROUND LEVE MIT _2�1 GROU RY Tiyy�,� �J. JR ND LEVEL L in', ME -8" T.0 �T EL. 1' T _j CRAWL SPACE LEVEL OL . 1 CID RAWL SPACE LEVEL OL I — — — — — — — — --- — — — — — — — — — — — T_ EL. 4-2" T.O.S. — — — — --- — �EL. 4-2" T.O.S.� BASEMENT LEVEL BASEMENTLEVEL L OL RELOCATED EXISTING E PATCH & REPAIR SHINGLES EL. 9'-8vv T.0 S EL. 9-8v' T. WINDOWS, TO MATCH EXISTING EXISTING WINDOW TO RELOCATED EXISTING NEW SHINGLES TO.MATCH WINDOWS, EXISTING REMAIN EXISTING WINDOWS TO RELOCATED EXISTING REMAIN PREVIOUS LOCATION OF PATCH AND REPAIR EXISTING WINDOW, PATCH SHIPLAP TO MATCH WINDOWS AND REPAIR SHINGLES TO EXISTING MATCH EXISTING WEST ELEVAMN NORTH ELEVATM MOM 1/4" 0 .2 4 8FT 1/4" 1'-0 0 2 4 8FT 1X6 AND 1X2 TWO-PIECE RAKE TRIM WITH ALUMINUM PATCH/MATCH EXISTING EDGE FLASHING SIDING AND TRIM RELOCATED EXISTING RELOCATED EXISTING WINDOW WINDOW ASSEMBLY WITH NEW ARCHITECTURAL EGRESS RUHL WALKER .Architects PREVIOUS LOCATION OF SHINGLES ON ROOF TO EXISTING WINDOW, PATCH MATCH EXISTING 1X4 FLAT HEAD AND JAMB 60 K Street AND REPAIR SHINGLES TO TRIM, TYP. MATCH EXISTING NEW SHIN I GL I ES, TO MATCH NLW HIGH WI I NDOWS (3) Boston, MA 02127 T 617.268.5479 NEW SHINGLES, TO MATCH EXISTING RELOCATED EXISTING EXISTING WINDOW EGRESS WINDOW 1X4 SKIRT TRIM, TYP, UNLESS OTHERWISE NOTED. www.ruhiwalker.com 00 INEvv GABLE _T2_ NEW SHINGLES, 0 IviAlun 12 12 EXISTING LOVERFRAME FOR STEEPER PITCH I T' 1 ATTIC OL 911 ATTIC EL. 19'-8" T.O.S. EL. '_8" T. S. NUMBER REVISION DATE 01 01 01 1 01 REVISED 06-06-11 ��,,!T, Al 'Z FILI 11U[ 4H I I �T_u 1- r 12 T� 6 ------ 5� SECOND LEVE SECOND LE All m4T Ilk 177-77 EL. 10'-8" T.O.S. E L. 10'-8" T.O.S. *- j, _YT�, Tr� _TTr 7 '6" #] J�p I T1 4, a yl 05 03 06 It TT I' Y 4 I'L111,11 N 4 j GROUND LEVEL "IT GROUND LEVEL jj L iiiii I Lf f T. EL.' V-8" T.O.S. EL. V-8" SCALE: AS NOTED DRAWN BY: HM CRAWL SPACE LEVEL CRAWL SPACE LEVEL — — — — — — — — — — — — — --- j ISSUED: 18 JANUARY 2011 E� _1�— — — — — — — — — — — — — — — — — — — — - -±F- — — — — — EL. 4-2" T.O.S. EL. 4-2" T.O.S. — — — — — — — — — — — — — MODIFIED EXISTING WINDOW, EXTERIOR SHOWER PRIVACY EXTERIOR SHOWER PRIVACY — — — — — — — — - — — — REMOVE LOWER PORTION FENCE FENCE EXTERIOR ELEVATIONS RELOCATED EXISTING RELOCATED EXISTING NEW SHIPLAP SIDING TO RELOCATED EXISTING WINDOW MATCH EXISTING WINDOW A500 SOUTH ELEVAMN EAST ELEVATM -0- 0 2 4 8FT 114" V-07 0 2 4 c. py,icliht 2010 RUWL WALIKER A,chitects, li�c.