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HomeMy WebLinkAbout0783 SANTUIT-NEWTOWN ROAD I� � Lniversal o he. %mmmyuniversalop.com phone-1-866 756-467_6_ MADE IN USA _r. FILE BACK IN ATTIC 0 7, BANKERS BOX _ FILE ALPHABETICALY BY STREET a PLEASE DO NOT FILE IN STREET FILE 4:forms/largeplansbankersbox " PROJECT NAME: r r I ADDRESS: �'i , > f I,c i"� — �� �.t.:T c PERMIT# _ r _- PERMTT DATE: t T LARGE PLANS ARE FILED IN. BANKERS BOX FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE i q/wpfiles/forms/archive/BANKERSBOX ra T'-r uL cwrJotle Plat{xAnae To BE` rUll of GONIIIAcroa 8 umi S FR.:M PDLW W 11I�ON carBTwcnox N[INOD ANO BPAW m n . 14Y 6 J VY. .645 y' 6'-9 Vl' eye IO' 1 E .. c 1�, {r p ' 1 r3%BHT: —•—•--,•— II �oL_______________------- 40tw� C I: BY 780 CONTRALCTOR IN KGOROMYX . nlll ------------------ i i E:7 CTO m ' �' ' � � i � � i ;; RS REVIEWED � �.. ��/O��r•//O'W �ING DEFT.a; ; j j ENT PATEUJ:: M40^J4 I I I II_- - i r L -------- REQUIRED POR PERMITTING- -------- --- - ----- -_ ---J ___--� .. .-- _-_-__--__-___- ------ 1 }: 1 1 O Ln Ln .h 1 ' B4 U7' B'-7 BH' 9'-0VI' I' 949/4' 154f 5/4' Iis , 1 i 1; M` ----------_ N y -- 1 lye i 1 f--------- Y --I- Y Ip .I PROVIDE BEN+Pfz%eTs 0 9. l a r, on.1 ° CARBON MONOXIDE ALARMS I _ ------------- N ; Im, 1; ID � MUST 8E INSTALLED PER x i I I -90'%90'%B'716CK ColiCiEfE PADS I [�L�11/tVl'1(.[Tr ,{\ `--'�1p�-'-' POR TALLY CaUNIS i 1 ; ; 1�1/1JJ./11d717J.L>ffA W +1 �.II, Pair LOADS I I D PROVIVE 4•cO1CRETE SLAB i i 'i W - I +JV f Ix�nMWWF.ATMD-OB'fNOVHI�; I I. D NL POLY-VAPOR BA)OIIBt^_9T GI I 4.O 1/4• s-1 -h AB2b�OP T (5)TS BAR9 EAON 1lAY,BOTTG VHOPY PROPER fRARM MWER POOIPIB ,� I ; ' 0 ; • I _ Hass �. `Y 1 ' D'&OI,*E7EF0"AT.4Rt: 1 . NTH 6'x k•COMM OOT.', -�;; KY 4W BfiOH F80H 6RAD-c 1 , -- �-f�--� a o ti 1 I t e I-_ 1 - -- L 1 Y --------------------------- A. I —... . (917%17 P.Ty60fDH1 , --' ; I 1 •-• •1 .' W09WAMEMMATIONPALV._.._ .._.....:... p 1 a_____L.` , /VTII D'%16'fOWAE1E POOTINS 1 , nN 46'BE ON TIE ' ; 1 LOW6T FWSN 6RAM , 1 .7-•, 440 I'•O 6w UO' , 440 W" 14i' 164)• IB'-0' ' ; ABOVE f ' PRON SLAB 9LwmY Toro"VEHYLEACCE6OPENINSS ' ; FOUNDATION NOTE5: �L+ - L ...• •1 Y.' ;c M .' I. ALL 1•INS CC4'AL.L CONPLY YCTM 7!E MA55A ONE AND STATE 'c4N0.9748 1 1 1 .. 1 BIIILDIN6 UiDP.-Teo CMR LHAPTT52%-OIE AND TWO FAMILY ! f i I I S'40 ASfRt M SAYCUT CONTROL J:r.WS ; ; DM"INS CODE,ALL K"61PALRY ORDINANCES AND BY-LAWS, Q 1 1 1 ]. CO.RETE.%ALL BE MINIMUM SpCo PSI AT OB DAYS OR A5 5NOM owepu w. 1 I ' S. STEEL C"'WO ROWS ToA S M ROLLED BILLET STEEL CONPORMIN6 TO ASTM A615,GRADE 60. 1 I '• j - PRWIDE S'COIIOTEIE SLAB —�+T 1:p tt 4. CONCRETE SHALL BEAR ON SUITABLE UNDISTURBED I�S KITH POLP.AT NIPDBfN OVER I a O EARTN. DO NOT PLACE CONCRETE IN WATER OR I' 1 614L POLY-VAPOR BARRIER SET ON ; , ON FROZEN 6RYOVND. REVISIONS 1 I A BW OF BAND 5. ROUSH OPENING BIBS FOR BASEMENT DOORS,WIRDO'�4 VENTS TO BE VYRIPRD BY CONTRACTOR BEFORE POURIN6 ANY CONCRtZE,TYP. 6.REST ALL FOOTING5 ON FIRM.NATURAL 6RAlMAR MATERIAL 1 1 J FREE FR 4 TOPSOIL.OR6AHTS OR CLAY HAVIN6 A MINIMUM I - --- --- I'� SOIL BEARING CMA:.IT'OF I V3 TONS FAR 9fdUAR=FOOT. I -•.:.:� - .; : > ...'!'.'..^:..::..::.. •. I- MECHANICALLY COMPACT 51AGRAIDE BEFOIZ FORMING FOOTNSS. fT-0 b-0 T.DEPTH OF AT LEEAS BE T'1 44 THE SLAB SSLATEP B THI KIM55 40 BUT HVTT OINTS Nib THAN �v.06013.00 ONE INCH.AND JOINTS SHALL BE SPACED AT INTERVALS NOT PORE 96C YD'O' THAN SO FEET IN EACH DIRECTION AND SLAW NOT RECTAI:SULAR IN SHAPE SHALL HAVE CONTROL JOINTS ACROSS THE SLAB AT POINTS OF OFFSET.IF OFFSET EXCEED'TEN FEET,AND IN - O3-Ol-OS ACCORDANCE WITH T60 CMR 56055. FOUNDATION PLAN SCALE:1/4'-r-O' A- 0 • P t r,►-1 � m a ". WIT �L m e4 LOW yr a110 w' 74• a4' 14• a4' W' .T-11L,• rE• /�^ I Ec m� s Y Q a s W z iz cr • � m Y � L7 �cr I '.. � W ui� UY IM1O• to OFHGNS / I I'M1II V4' �y Z x mo I 4 m d _ r--i 1-rQtT--1i1 C,EAT RDOM DWNS I 3 LM m O I a I • a — — --------- W El z lPEOFBAL.OW ABM , o aw w• �. PAlI1Rf Tt! r7. 4'-10VY I i n is I e i. I . w o � rJTCNaI FOYER � I _ _i__ _____________________ i. =- - . I : I: MASTER BATH r.. • ,\ ...... •• r I �� raw a4 __--____ ; I O 7 e Ira'� sta ua• .I G. 9 I pl^�EPEUM T y" a CM 6MtA6E W s bra VY aT-a LW ------ No.8748 aPAwmdINDIE._ _ ' ¢ oRnVjL � I -- —. &ENERAL REQUIREMENT5: "Q.oa I 'o nAus AIID CflLQISS I I. ALL OP>331SR>tiS ARE TO FACE OF STUD VNLES9 IIIDILATED OTERTUSE. ��^. m��Ro" I I-- a. ALL A"INTERIOR EXTERIOR v4R PRAMNS XS S L 7 x'2 CONSTRUCTION AND All I WOTE R WALL PRAMNb BIIMl BE x 4 COlLSTRiKTION urarss REVISIONS onenMr>=MDTrn i Y S. AlL/IpRK SMALL COIBLY rUTM TE MA%AGUSETT�STALE BUILDIWS CODE.ISO G,R •! I c GNAPTER%-DiC AND TWO PAMILY DYELLBK COOS.ALL MUNN:IPALRY OROINANLE9 AND BY-LAYS. o 04n9ro3 4. AL/'ATRICMAMSNIP A19 EVIiDUfB MATEWAS BiIALL FEET OR CI LE®RECOSNIBD IlmlllTRY ' STANDARDS POR EACH APPLICAELE TRADE. S. R�TO OTI@R ORAWIN69 A9 PART OF 7W6 BET FOR MORE DRAILR) 8'.y' a�''-" II'-a• S'-S' RESAf✓91NS BUILDINS MATERIALS.FOUNDATIONS AYID 9TRIE:RRiAL DCSISN CRITERIA. - . �Q, b. 9MD1�DETECTOR LOCATIONS HAVE SEEN BMOYa ON T!E PLAT£TO GOAD r WITN THE 116' 'a �,�• . 82AR9 ND iOQIbTIOBILIT'I�POR TiE�DE918H.PP INALGFILACEIgNT,of-RATION"01— R MAINTEHA TKE �e :M«•:06013.00 PROGED'JR�S OP TIE NOVSEMDLD FIRE MARNUIS SYSTEM. by w !REINS 1EWIT ; 03-Ol-OS SMOKE DETECTOR {.: . .� i ® HEAT.T peTECroR FIR5T FLOOR PLAN E6 9f.CPF04BfED9PACE ® t - SCALE,V4'.1'C - f I �N I i I i � • I I --------------------------------- I sae ( � ,•e• � V = = W _ I I I W O I p W, ILL Ln i' IRva9s I I roses I W ' I I I I I C) u 4.6 cq �. PULL K-16W L_J FIT L—J i W U X s L- � -4 1 I r ----------------------- �'T•1 (14)9 V7•TREAD l j 7-. VN Q ix I I ------ ;------- BAIN ------- - - ( • � ; Is•35i4• ; I ° n I sw' nI W' Li I I-- u 6' OP90RY --------- 4'!' 4'-6' 4yP ! I yA GENERAL REQUIREMENTS: � BONsrDOM j'I. ALL DflEi610W5 AM TO PALE OP BTIID IA0.E93 QIDILAT®OfK3W9E. I ]. ALL PJRHOOR PALL M91.A/0HS'SHALL BE]x 4 CONSTRULTMON ,I AHO ALL INIEWOR WALL PRM-0WB SHALL Be O R 4 LOHSMR TIOW WLLE58 OrtHBUIM9E Norm. C. 4 9. ALL WORK 91-.O AND Y0R171Y MA95AfLN&W 9 STAR 910.D AL 0R NA CES ql HWIWE. G LIIAPM82 86-OH@ AND 1P10 PANLT DYHJSN9 LOGE ALL p,NICIPALITI'ORD WNYE9 AlID BYiAYH. a S-7 I IC•(I e , - .. Tn Ml. Y ,0 ' 4. ALL WORg4ANWP AMID W'LVMH6 MATHOAL6 SMALL MPET M ZY REf.O&N8D 0IO0STRY ,. 9TA/IDAftab FOR J<A APPLWAME TRADE. R q. a 9. REFT4i ro ov Hi DRAYY•DYA A4 PART OF 7109 SET FOR MORE DETAUW FMVR5''0lM I ' Rr9ARDENS W=045 MATERIALS,F0.IIDATION!AND STRULTLRAL DESIGN GRHTERIA 6. SMOKE DIE BCTOR LOCATIONS NAVE BEEN SWKH ON THE RNH TO OplRLY REVISI NS PDM THY I , I REM OP-too CM S605.16-PIPE PROTEC7IOH 9Y571 -MOYYV6i THE ARGNITELT BEAA,4 NO RFSiFtT9IBILITY FOR TW OMMON,PDAL PLACEMENT,OPERATION OR MA W04AW2 I / ?a 4.. I '" °'R. a�01'•"' ---------------------/ ------ -------------------- PROLF]T.IYS OF THE HOI/5EMOLD PITH WAFWN6 9YS1 ____ /�. . cEu9+6 NEI9HT y ' M'.o• M'a *9M0M M=TOR . • H T DETECTOR . 5EGOND FLOOR PLAN VTEk P AREA.1592 Ba PT. 06013.00 SCALE,LW.V o' . p' 03-01-05 t A-2 i,. I fifi I m^ 1� yy 6 1 qa cr W W �00 o 0 X fr u Y ps. IL CL - i a FRONT ELEVATION w Z SCALE:I/4' I'-0' � W i wa u No.9748- n REVISIONS �MQC3 i � I II n©®® 06013.00. 03-01-05 RIGHT SIDE ELEVATION '� SCALE:1/4'=r-o'_ /� { Q N r Le ol-40 I O V,!a y u man L~ U { = x ®p ° @ m° 19 v x d Y _ REAR ELEVATION w09 SCALE 1/4'=Y-O' E m W � 1: z � t � W x a I i I =`wNo.9.148� t E OW `.: Dan .. .. _ _ •.Fat.. �)Fi�' REVISIONS 1 � m/z9/as r£tmu� i j 06013.00 03-01-05 LEFT SIDE ELEVATION SCALE:I/9' I'-0' A74 Q � RIDGE VB(f ffiyy • • Tj 2 y 5TRUCTURAL DE516N CRITERIA g 0 ..T h, ID OCSI6NLRWERw, ' \ of THE POLI.OW116 OI TLIIE9 MIIOMxH PERPORN4AHY.E STANDARDS POR v r7r d m THE PFIO.ECT AND TIE BASIS UPON MOUCHH" ORAMN"BP AHY)Mt.BE RMCY®. K n POOP FRAMNB TYPICAL 2 X 6 COLLAR TE50 92'OL. 12 I.I TYPICAL ALTERNATE STANDARDS(FOR REWREM54TO NOT OTImRW15C INDIC ®AT . IZ IN THIS SPECIFICATION OR RELATED ORAW6Jt55). APPL.ILAJSLe BUILDING CODE(INCLUDINS VL 1 (� n RAFIEM9•N'OL. INDUSTRY 5TANDARDB REFERENCED THERE-IN)oR PROd1C7 MANUFACTURERS -BIB'COX PLYYOOO ROOF BIPATIBihS IZ RECOMMENDED STANDARD,WRC+WVER 19 THE MORE STRIN6Et1T FOR A PARTIWLAR ITEM OF - OR CONDITION. I.B.FELT UDERLAYMENT W e a` md ASRV'LT ROOF 51SW1F5 20 DEAD LOADS. 2.1 SYR147UtAL SHl 211 FLOORS. 5A4•MIN.7N wPLY. 213 .1'JC1ER10R IH.THICK COX FLY. . A 7FL.. ROOPJ, R IGIG,COX PLY.d°�.P �I23 PINISYC (M1C: H5 REPRESENTS STRUCTNW.DL-SI&H CRITERIA HOT F W / / 2 X 10 GHOIY,JOISTS O I6 OL. 23J FLOOR C TIL E9 AT 1/2'CS,BATWi0 R 5 AND KIND Ft AREASA°i91RE THINfaCT/ / (PROVIDE BRm61N6 l BLOCXJNb CERAMIC TILE OVER I/2'C.EMENf FlBER BOARD UHDERLAYMCNTBL'°16'4' A5 RP.m B BY(.ODE) 233 FLOOR PIWSHES AT OTER HABITABLE AREAS. A9&UI•E 8/4'HARDWOOD FLOORS TpRpVDE,INSULATION BAFFLES.TYP 739 WALL PINI91E9� ASSUME CERAMIC TILEWINI 1/2"CEMENT FIBER BOAR17 BACK R.R9O BATE INSU.ATION AT TUBAID!086 SI I/2'SW®OARD AND PLASTER ALL OTNeR LOCATIONSO J J23A CEILING FINISES--ASSUME 1/2'MUEBOAJW AND PLASTER I X 5 STRAPPN6 WmH INTERIOR 235 ROOF FINISHES. ASSUME HEAVY DUTY.ARGHI7ECTxRN•GRADE A&PIIAI•T SHONb1E9.' <vCEILBLS FINISH 29 MAXIMUM DEAD LOAD OF 10 PS.P. IC Lu �oCMETAL DRIP ETME. 90 LINE LOADS,r \ Q mALLMNM 6U TER R DOWNSPOUT 9J FLooR LOADS,SYSTEM OVER I X B FINE FASCIA BOARD 5.1.1 LMNG AREAS,40 P9P. I+� l' N5/4'PLYWOODSBFLOOR ,/ 5.1.2 SLECPIH6ARBAS,9OP9P. U �TOP OF SIEFL ���/// RAPIERS SR ON BOX 5.19 UNINHABALCOBITABLE A LE ATTICPEC. S P 60 ESP. N °4-� 9.1.4 UWWHABYTABIP ATTIC SPACES,2D P9P. � 1. EL 93 SNOW LOADS, MA EmLDIHG CODE POR JOB 517E LOCATION GO FJ-4 m I' TOP OF PLATE-ET 99 WIND LOADS, MA BOLDING CODE FOR-LOB SITE LOCATION AND EXPOSURE. ' EL.a V-2 9/4' FLOOR JOIST�TO SfJIM5) �1 X B PM SOFFIT YdiN CONTINUOUS VENT �T (PROVIDE MDSW6 P BL.OcwNS" 40 ALLOWABLE DEFLECTION DO W HEAD Z AS R50RED BY LODE) 1 X B OVER I X 9 EJU.THA FRIFg 4.1 �ASUME HAILM TA5MLIES 5 AT JAMB''AND HEADS'WITH MMAN`F' . I: EL.•6'-B' TYPICAL EXTERIOR WALL ASSEMBLY RECOMMENDED HEAD CLPARAMES OF APPROXIMATELY V2') . j - I%9 STRAPPING WRH IHfER1pR - 2 X 4 STUDS O ib'Of- 4.1.1 LIVE LOAD DEFLECTION. L/460 UP TO 1/2'MAX V •il `� (.FILING FINISH 9 I/2'GATT Rq.Lf�TION(R-O) 413 TOTAL LOAD DEFLECTION. U24O UP TO 9/4'MAX. ,z . j. O_ I�\I - V1'LOX WAI.I 51EAlWN6 W q O N am\ - WERE CEDAR 910161P5 OVER AN BARRIER SO MATERIAL... 60•� 9.1 FRAMN6 DIMENSION LUECR t/] LB °(� LOAD BEARFNI6 DIMESION LIAMBCR POR JOISTS,5YUD5.PLATES.RAFTERS.READER&,BEAMS AID 61RDEL5 ETC.SHALL W W CONFORM TO DO,P5 20.A9 LISTED IN T80 CMR,APPENDIX A AND TO OTTER APPLN:ABLE STANDARDS OR a r NOTE: PROVDE BASF?HBRT YBHIDOW3 6RADIH6 RULES AMID SHALL Be SO IDENTIFIED BY A 6RADE MARK OR CERTIFICATE OF INSPECTION Z /Jjp LRAy�LSPAC.E VFN(r AS SHOYN ISSUED BY AN APPRDV®A6CNLY. THE 6RADE MARK OR LETTiFILATE SHALL PROJIDC ADEGJATE z N ON Ti¢PWG.PPOVmE NESHOM INFORMATION TO DETERMINE FB,THE ALLOWABLE STRESS IN EeNDINS,AND E,THE MODULUS OF ELNSTICltt. rk" ppp ' 9/4'R.YWOOD 5LBFLOOR A5 REWiR)�AFlBt FWSH fiRADINS 5.1.1 ALLOWABLE JD15IN TABLES 150 T SiPANS, Ti@ CLI:AR SPAN OF FLOOR JOISTS SHALL NOT FJTF THE VALUES SET FORTH p WL 15 LOMiPLETED. STRESS IN BENDNb,F5.SHOWER N THE TABLES SHALL NOT EXL®THE VALUES SPFLIFIBD IN TABL.5.IB AID S&M2.5.1C. THE MODULUS ES ELAS AND THE AC, TOP OF SIRFL.00R-IST FLOOR - .I; EL°O,-0, -2 X 6 P.T.SILL PLATE FUTH U2'DIA 9605Z9JD AND SW5.25JE LISTED AT THE END OF 180 CMR 56051. . TOP FgRPA170N FULL _ ANLHIOR BOLT AT 40'O.C.lYP 5.13 ALLOWABLE SPANS THE UNSUPPORTED SPANS FOR CEILNB JOISTS SHALL NOT BXC2ED THE VALUES SET [.°7 FORTH IN TABLES TBO LAIR,=SET M THROUGH TABLES 780 C. THE UNSUPPORTED SPANS FOR RAFTERS �L _ gHA1J-.NOT B%L®TSE VALI$5 SET PCXRTH IN TABLES 7B0 CMIZ%083.4A 7HROUbN&60B3.4X. E 1: FLOOR JOIST(R TO S•R.ANS) 5.19 PLYWOOD SIEAMIM6, AJD PROD FIRICTURI.L PANELS USED FOR S1R.ICTIRAL FURF 05M SHALL CONFORM TO I'^ (PROVIDE BRID61NH5 1 BLOLKiN6 PROVIDE ASPHALTIC DAMP-RROOFN6, DOL PS I.DOC P5 2 ASD MPMw(ANSU NP.AS LSTED IN'100 CMR AFPRDIX A N1 PAMEL�SHALL BE A5 REp7iRID BY GODFJ.. IDENTIFIED B'/A GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED AGENCY. .TYPICAL PLYWOOD AMD FOOD ETRUCTIFIAL PAi35&HALL COMPLY WiH THE 6RADE5 6PEGPIFD IN TABLE 100 CMUi 980593.I.IA I� T� R49 BATE INSULATION 9.19A YOERE USED A9 ElBFLOOIRIN6 OR GOI^1HINATON 9UBFLOOR UIDERLAYMPNT,WOOD STRUCTIRAL PANELS B'CONCRETE FOUNDATION WALL SHALL BE OF ONE OP TIE GRADES SdRCIP1ED IN TABLE 700 CHA SMALL.I.IA WEN SANDED PLYVOOD i Y 61RDE.(RE'E2 TO 5-PLNb) WITH B'x 16,FOOTING,TYPICAL 15 USED A5 A COMBINATION S"LOOR UDERLAYMEM.TIE GRADE SHALL BE h5 SPECIFIED IN 1 TABLE 100 CMR;560593.I.IB. I (2)0 5 BAR5 &9p pq�Y 4'CONCRETE SLAB I m W1 53 RI6BEE.REP WOOD 0 i TOP H BOTTOM AT MID-DEEM OVER 6 MIL. M-H 1 POLY VAPOR BARRIER - .-- ALL BEAM'IS,IE/,DER9 AND 61ROBia SPECIFIED ON THE PLANS AS LVL BEAMS.OR CONPO9IlE(BUILT-UP)LVL BEAMS. E"E 'f SHALL BE A9 MAH1FACTURED BY TRus JOIST MACMILLAN OR APPROVED BOVAL. ALL SPANS.LOAD CAPACITIES, -BEARING'CONDmoNS-AND FASTEWN9-SGffJUDUL.ES�SNNL BE A`,REGUIRED BY_TE.nA1dW�1LTUR8t W 60 INSTAISATON STANDARDS, - r : TOP OF SLAB EL.•-8'9' 6.1 FRAMING 9Y9TEI•L Y@S119a1 PLATFORM r{H • I 63 PDOD POSTS ASP JACKS SIAPORTlXS WOOD FRAMN6 TOP OF FOOTING _ 63J WTTHN 7 X 4 WALL FRAMING '4 X 4 MN EL°" BUILDING SECTION A L 623 W L M 2 X 6 WALL FRAMHALL BEP 4 X b,TE 6%6(REFER TO PLAN:i) I 639 ALL 1700D POSTS SMALL BE COWECTISft TO THE PVOOD FRAMING AT 1 2 X 6 RML CAP WITH RNTOW®66ES TOP POTH METAL POST CM.A.C.OR A.C.E.BY SIMP30K ,"a I. I 2 X 6 TOP RAIL 69 LOLJIMR5 MA4ID-SENT OR EME80R LOCATIOWJ,5 1/2'LALLY Coultom (� SCALE: 3/B° Y-O" I I 69J BASE PLATES, SPRIN&FELD MARINO PLATES MELDED TO COLUMN. . I I 693 CAPS(caFOELTINb CowMR9 TO'INOOv FRAMING/� 5PR MELD SEARING 1TPIGAL FJOBIIOR YUIL A98H'H0.Y tit X 2 BNUSTEfFi(4'NAX CLEAR SPACE PLATES OR SIMP90N'GC'TTPE'LOWMR CAPS .. i 2D OL ALM6WF ` I I ��ie ) &A ANGOR9.LOWE.CTOR&AND HAN ERr 1 EXISTING OR �N'` AMID 6RAVTTY LOADS 6.4J SIZE,CONF76URMTON LOCATI MID CA ON IANTITES TO MEET WIND,EPRTIHgVAL'E, r I NEW FLOOR FWSN 4 x 4 AWri PLOFIII BLOTX`'.PAGER I I �AT EACH BMT I 1 &A.2 J019T MAN6ER5P TOP FLANGE TYPE 6'=2 MOT FEASIBLE)SHALL BE USED AT ALL c? NEW OR EXISTING JJJJJJ yR-6ALV.CARCASE BOLTS AT 92.Of,. I 7 X 6 BOTTOM RAIL LOMO�ELTIOi6 A9 REGUIRCv. MANGERS SMALL�^IS GA MN WrtN ALL HOLES FILLED F o NO.97 SUBFLOOR MOTH FEAINED PASTENEAS. oOlFrd. F' Pa 2 XG PLATE BLOTED TO TOP FLANGE 65 ✓HALL FHLAMIN6 ' WITH 3/e'BLOTS AT 24'O.C.STAGGERED II 69.1 ALL EXTERIOR WA115 9MALS-BE 2%4 OR 7 X b(AS RDILATeD ON PLANl9] 6R EXTERIOR WALLS ,5 NG 9MwLL BC PAS=WTH MOD=AT O'OL.AT 190GR.vS7 9M'BALV.UMPIRES BOLTS INTERIOR SUPPORTS,MD MOD IWLS AT 6'OL.AT PANEL EOGe.UHL SS.OTERWISC L'�'" 1,q; a"'ea&'^"4 STEEL BEAN NOTED ON R.AN9(U NJ �" •' BULT4P SEDER(5@ FRANOxb PLA16) 653 2 X 4 NTIM 57UD BEARNb WALLS SHALL BB 2 X 4 ST1D"AT 16'D.C.WTH BLOCKING 65ppLIp WOpp BLpp�KING ggpLT7ED AT MD 1316M FOR 9 OVER 9 FEET N161R,AMID METAL X-SPACING(91MP30N STRONS TIE REVISIONS TO WEB SPH 3/B LAG 9SLTS0 24'O.C. 6ALV.JOIST NANESS TYPE WB)LION. AT 21'O.C.STAGGERED 2 x P.T.LFDSBI BOARD 66_ FLOOR AND CEILING FRAMING(UNLESS NOTED OTH"U"Se ON ATTAGMPD DRAWINbs). DIMENSION•WF>BeR JOIST HANGER IX FT."INS BLOCK , 6b.1 PROVIDE DOUBLE JOISTS BENEATH ALL BEARING PARTITIONS AND AT ALL ROUbM OPENINGS. JOTS OR EXISTING g 6 X 6 P.T.POST 6.63 TOPROVIDE!KALL SOLID BLOCKING STS TO JOISTS Sloe BLEARN6 WALLS AM" F'ERP PARALLEL T LAR NEWDEGKBALGONY GUARDRAIL REQUIREMENTS: 44 To WALL AND BETMfiEN JOISTS To EITHER&Ave Fo PARTITIONS RAM"PARALLEL To FRAMING. 1 _ 6ALV.9TANDOFP NSf BA°E NEW 1 X 3 STRAPPING BSODFL NO.1:)-PR' W 5/6'DUl 6b9 PROVIDE SOLID BRID61N6 AT 0 PT MAX OL. 1 L TOP OF 6UARDFNlS 9NW1 IIOf BE LCb MM 96'ABDR RHKI116 S.PiPALE. 6ALV.MW BOLTS AS RP61UREP bb.4 PLYWOOD SUBFLOOR SHALL BE SLUM AND KAILED WITH BD NNL5 AT 10'OL.TO IWERHEDIATE SUPPORTS AND BD NAILS AT 6'OL.TO PAWL COSC 51&PORTS. 1 2. IMIBO•!PWM RAILS AND POST SRALL♦E SPACED 50 AS TO PREVBRF 0601`3.00 NEW CEILING FINISH RE { THE PASSAGE OF A 5'OR MO DUkHRE R OB,EGT. I I 6.7 RAFTERS&INLE&&NOTED OTIE,VISE ON ATTACHED DRAINING&)- DIMENSION LU^1HF.R. I 1 .'q 5. 6WQ17RABSSHWL aLOFBTRWIIDSOA9TO P?OJIDE 2OW.B5OFf.OHLW455IHD L_J • f2F I/1'LA GG TOLS X 3'LQNG LOAD/Jm 50189/PT OP UdFOR'LY DBTRIBRED LOADS.REF'9t M CM 700a0B5 AA7)TABU LOOS b•PIP,Cd1GR-RE PER MIN.40'SHOW • 03-01-05 THROUGH BOTTOM OF RnH7GE - FINSH eRADE , i T HW'SHALL COIRY IOIN TIE HV 9GALHF.ETIS STAR kWFA care,T00 OR O POST 4. ALL OIAPIBt 96-OIS AN7 TYRO FAMOLY DPFJLIM°LODE,ALL WMGRALtt OFDINANCES AND BY4-AY6. xx L X L WOOD POST BEYOND 5, ALL POW34M WP ADD BRIDES MATERIALS SMALL ITT OR EXCEID I ODIB7RY Y STNDARS FOR EACH APFLIGAHP TRADE. A - 5 6. R73$i TO OI16R DRMI'BBS A5 PMi OF 1NB 5Ef PORYOfE DETASID f4fSAlEM8715 ./{','p8` y STEEL BEAM/WOOD DETAIL I�6ARD 61HID66HIAT85A�FDICATL P.T. MIN TYPICAL P.T.DECK FRAMING DETAIL q SCALE:1 U2••r-O' SCALE,5/4'.ro• .. :I i m L U 7 X 10 P.i OIt.PIO .DDT •tl'Of,. , QQ7P.T. P.T.6L -- - I•"1 0 ' •RAM(ITP�t Nff IOY.AT®1 r�1 Rl� - __ _ -- I �---_ _ I % WARM KILL I • 90LID pLpr.ICIIlO AT ______ __ __ __ __ _ ______ __ __ _ `� MAX. I 1 • I � 0 � o ew oa. . I 1 I�^'� Q •- S 29 IO FI00%.DibT I I I i 1 •./ s 16'OL. I I ra 14 � „ 2 C, a N I ,I4-X I o C) co --------------- -� 14. . I --------------------- b i'I I -- - - -- I a _________ Zo , I _ , , I I - 7 0 y I , 1. I: . I (>)7 X 17 P.T.6wOac 97 �1 r � '!• i � � 80111141E �� i I I , , .. ............ ,REVISIONS t I , _ n 06013 00 i '----------`---------- ----`-- _--__--—_------------- J=JJ -05 l FIRST FLOOR FRAMING PLAN . SCALE:1/4' I'-0' —, i _ - l 1 i' I s� ' E R LESENV .WAN mm I6=DPWATM) geARIM PALL �y v � pitD'Jloe WLto eI.0OKU19 AT __ 0 '0 0 0 r= m . ew•Of'.wa.rrvILAJ. 192x1Ol4tJlRrvs 02 x to cou An TIES, tr Oz O� �1 ::3lu = 1 i OC - n 2, en ° Y i c � � o ma. --- I --- ----= e S W r� .' (W 19141 X 4 V4'LV OU&U j. TT-( �` p ?.:I ]x 10 FLOOR JOIST pZ ti 4 i C> F TWRE WAO 'pa . .. 1 7 X 10 FLOOR YIIST i . �� :_______________ -- m : : n : e : •16'OL. A : : �LS. 0 IF FlOOR JOIST W ' .•; � (9/19/4'%9 W'LN.fPlV310 '"1 ^. ,...-•.. \ EtiEO Ida e0 , IN- . .{ '..... 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REVISIONS ' SCALE:1/4'-r-o• I. 06013.00 03-01-05 S-3 �s 0 .m 1 s � lid i'i : ' 1 ir I ids a iwow4vlae a las a X-wnae R o aa. o YFy� U IL 1 LL Y 03 :. i 1' is r t, o 4° x� I�Y ROOF FRAMING PLANNO•9`Q z RENA9o"s 5CALE vf-r-o- 8O11RP k0q I m 06013.00 01-27-06 o�0.010 S-3 x. ;s 0 E S A I I .• I I a U � ,11194'AL'Ndit.. n — F lxtl ' D : A — : o a CJ _ n� _ pOQ ROOF FRAMING PLAN - - - - BOU E. 06013.00 ss - 01-27-06 ................... --------- ------------------ --------- .1 lo ----------- ------- ---- -------- -------------------- I II ---------------- ------------ ---------- ------ . ........... .. ........ - -------- ------------ -- - - I A ----------- x ------------r- ------------ L----------- t ------------ -1;-�NV fill T 1-4 U4' ----------- -4—. ------ -------- ----- -*- --------------- -----------—----- ----------- - --------- ---------------------------------- ---------------- --------------- ------------------ ---------------- ------------------- CO V- T-7 Y... ono Ae . .. ......................... 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Awn+Aro Au te•w.An>n�ALA ax+o>.e w,,enuu r.,»..en a exreo•reuu�ranntr - mAICMOn rLR CALLA APM1lLA4G i•MC. ___ >. rarew t0 O'lllP or+ArvAnD ro PAPi ar TwD YT rGK rpa OCi.,+CO neamu:roMn _ __ i4DA/V>N►N�DCY MARNNL>.POWOATCM AIO>igLTt•P:fdW GWICDA. . n buC OmDLTq�LCUT1o.0 ruK CC[M>nor•�o..M n,A.e*D LL,•'L�ntn„r¢ RCOv13ldMv OP Tm CM rsC.�e-nM•wOTCGnP,an]T[M rdlr[I�M AA4,rtCLi . CLAM MO 16'>PClMM+IIT IQ•iR OCntnh AM M1ACMwe,OrlNi,LF p,hMM}CMAetl - P•oemu,eD>M nAe,w..iww e,n,e� REVISIONS ✓_______________ ____ ?9d?_______________________ Wro uwrcnNr _ 1 m/N/nl mnu � n..o.e Dnrcrd+ w•o• +'•a' s KAT D�LiL. SECOND FLOOR PLAN e ..e 06013.00 z.ae.W.rci F • 01-01-61 7=2 r. E W,lWal \\ W= = L o O O c z �o ma ECKaaoa c � ma Pn -li [�] U z 0 FRONT ELEVATION +n v _CUE ve-r•0' F+r_ c� •• a Cz S F Z C F^ z a 1 F Gam] z 2 o rc _ - PC ViSir:rr�_ ®®M©I ©©®® a�>w- ®®®_Cdi ©®®® RIGHT SIDE ELEVATION C .•. 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EO STN .rMILrEYER IS leE nDRE>TRMSEM FOR w PARIIGNAR ITEI Ci `• c~ �� OR Gp1ORIOu y � � C L ]J 91atE T.RAL EIlAMIKa+ 4 I//�(y�,l Q p]J.I PLOOR9 °VN'nM.TNIGK,T I b.CO%PLY. ]J] EXTE0. -L> V1•nln.TrFGR COw PLY. CCLR/nll�/L HtAD T :J 9 ROOPS. •JIB'RIn TnILR•GOx RY. El.•Ie•M• 1l, J F q CELLIIb YJIS15 Y 6'UL. ]] FRrxY(9."CO"'rOLLOPU A T aErxR[9EM9 9TRLL1w AAL OC9LSM1 LII11EN111GT rMIdI 9PECRILATf.My G 2 ftOb llb I pyCLfJrb ]]J 'GOR gFE9 A [MTRE9.EATIROq.> IO FITGIEM1 M[PS. A9%YE,nM-9[T cr IPROVO[P U L IVU A>REWRCD fR wee) C.R .TILL OVQR-GEiYu[PIBCR C'O/AD NOCRLAThEM T R••A EMT,,RELLATgN PROVIDE IIEf.LAtgM1 EAFFL ES,ITP ]].] FLOOR FM19rE1 AT OTER n ABLE NGEAS. A9BN•E S/P-rNLPDM000 FLOOR.9 ^ F mL PinIS.E> AEEWE CEfcnr+IL Ta[HIM In-L[YEM Ple[R PGMO aLa J Q -J A 3 9rttwi41r6 nM IRTERILR AT TO AIO SHOVER•,Imo"bLLEEOJLRD APTO PLA57CR ALL-AR LOLr•TIL4Er O Z =��c CEILINb FIXI911 ]].S G2an1>vM6rR} ASSWQ I/]'ELGQC-AND-IR ].].S ROO,...I S. 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S , µAPRPyOE•ra.In_!•r+Lr prCllro�.HLrxR1GPKlTY GPDIL•IR.E>MDBT-4FB i',�i rF>r BRAG! •__-........ r:•u:LC.Fiil BE IOFG � ' I [.�__,I.I::�. > Kl�•n+WwP+LC 6aDb r.•I[RL+L4 YWlrSL1M[X.KD REGQ FIICD IKw9TM 3i • L_�'--J sTY LS Cv.rF4r+EL!ranOE GI � - s aFXU IDm.eRn-AP.x•-.•v.a rr';tT FOR.cet eErAl¢DRrD.ralExn �i'1-'--_ r-.___.._- STEEL BEAM/WOGC GET:-.IL ewPUMaLaLcfw••:L=wEFvo+ra�.IosIw.RRK t> WITTR �- --- - -"-- TYFI:AL P.T.DECK FRAMING DETAIL I 5 LEGEND m� ------------------------------------------ , %irtx auo e�cwns nr I I �= E m I (/7 ja �I O z O u ______ _________ _____________�• o ti --------- I tV CL „ • "t ss 'gl w �'� , , 1. 33 w �I _- - 2 , , -- -- --- -� .. .. ._ ------- -----------------�_...._.... ...........- - r -- - -----------------------._.- ----------------- - - � F 'II FE`nSICNS .- .- .. ..r.06013 FIF'..T FLOOR FRAMING FLAN _ ;s LEGDV U P.11667Y4t azrmro � C �v`ioe awm aocuro.r � 4 8m s U "� J d,.acwvwn y LO l d a.acaww nes• �ti �_ n � � __ •� __ a .__ -_-_ C O O.a rr C O - - U :J U z -_ -FT-Fr T_ EEH , d a c All ou.�e se, ............4-/- m c z � SECGNO FLGCF FLAN S-2 -__----__-______ ------------_-____-- E T- o G mo � mcw w SrrcwE _! � U e W= i �o o in a 8q 89 I U m a I-r - ,.b.. , -------- ;1 Ni L.� - - __ Ni J.•>oYD-�v. /l,y�.f � �yq2 � c = Y p iw ecvrtv' � 9> .� .s z p C a c=. --------------- I ----------- ROOF FRAMINI.� FLAN :raM�f' aewsio �06013.00 S-3 64'-0" Q cV 0 t � NOTE. v rn ALL CONCRETE PIER LOCATIONS TO BE VERIFIED BY CONTRACTOR 0 to PRIOR TO POURING BASED ON CONSTRUCTION METHOD AND SPANS c 00 O O E LO : v c O X V LL. Li N I Ib'-5I/4" --------------------------------- V v �00 O 0 ofLID rn I I U Q) O r � NNW p ~ o 0 I I I I U I I I I I I m I I I I m Q I w _ _ I_ cr cr I O _1 1 Q Q 0 I I I 14'-10 3/4' 1 r------i I I O LL LA _________ _____ _____J i 1 I I--- --------------------- - ao I ---------- -- ------------ - ---J. .i . . .! . . . . . . . . . . I I F�+�1 « . 0 L--I--- � --- ------ -------------------- O Ln Ln V-T 3/4, q'-O 1/2' 9'-1 3/4' 13'-6 9/4' I I Q z X I �- q In InI I Y I PROVIDE BEAM POCKETS r--i-- r-- -� Ln I T- NWERE SHOWN,TYP. 1 I s .cl IX I I Q a LE nJ I of 1 r E-r 150 X 30 X IS THICK CONCRETE PADS I j I 7n '! Tn In i I i --�---� IFOR LALLY COLUMNS POINT LOADS I I I Y ; C4FROVIVE 4'CONCRETE SLAB I I W q r. I x Ems_NTH W.W.F.AT MID-DEPTH OVERZ�I I A d 1 _ i I 'n ..6 MIL POLY VAPOR BARRIER SET ON I I O IN j t ; ND '-1 1/2 5'-3'- 4'-0 1/4' V-1 I " I m IAPO�LAAD _ - r - , r- - --, r--- --, �'--- --- V-6'X 31-60 X 1'-0. 4 I I I i i i i i i 1 THICK CONCRETE PADS FOR TS. in I I >n I COLUMNS,REINFORCE WITH _ I I Z m I I -- -- i 1 I i i i 1 i (5) BARS EACH WAY,BOTTOM I 1 W O --- r VERIFY PROPER BEARING UNDER FOOTING I I z E- 1 ---J �----� T.S. = 4" X 4"X 1/4' I ,� a_^-- d ------ I I I 1 1 In TUBE STEEL ------- -- Sir----------- n POINT LOAD I I 12-IN 2 -� I E-+ r-' --, n I I I L I W CONCRETE FOUNDAT70N KALE I WITH V X 16"CONCRETE FOOTING I I o L-• MIN.46'BE C"FINISH GRADEIL I fn I I _ I to I I I I I 1 I � I -------- - I I I 14'-0' I'i n I I I 4 I/2" I 1= ---------I I � ----------I ---------- ------------------- — I I -- -- ----------------- — LJ.JI — �— I I r---------- - -- ------� ----------- I a ---- ----------------------------------- I I I I I I I I T-2' 51-60 I I I I Z I I --------------------------- I ._._._._r -� (3)2 X 12 P.T.GIRDER , _._ I I I I O • I s- _' ' I b'CONCRETE FOUNDATION KALE ---------- ------ I I KITH 8'X 16,CONCRETE EDDYING- ---------- - MIN.46'BE OA THE I I O LOWEST FINISH&RAVE. W-10" I 6'-91/2" I " 4'-101/4" I I'-6' 16'-0' 181-6" I I THICKEN SLAB FOR LOAD ABOVE I I I I i PITCH SLAB 5LI6HTPE TOWARD I I FOUNDATION NOTES I VEHICLE ACCESS OPENINGS I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I - • COMPLY WI L TH ALL WORK SHALL GO THE MASSAGHUSE:TTS STATE RIIO.$748 � • BUILDING CODE - '150 CMR, CHAPTER 56 - ONE AND TWO FAMILY eouRraE, I I DWELLIN6 CODE, ALL MUNICIPALITY ORDINANCES AND BY-LAWS. MA � � I PR01/IDE SAWGUT CONTROL JOINTS I I AS SHOWN 1 2. CONCRETE SHALL BE MINIMUM 5,000 MI a I F N,. I I AT 26 DAYS OR AS SHOWN OTHERWISE. cERTmcARae „r THESE DRAMNCS HAVE BEEN PREPARED IO MEET REFERENCED - BUILDING CODE AND PRO..ECT REQUIREMENTS THE ARCHITECT BEARS j I I S. STEEL REINFORCIN6 SMALL BE ROLLEpD/�BII�LLET "SIORu 5"SRAL M OR MY�;hl°NS AUTHORIZATION naN HASDESIGN BEEN STEEL GONFORMIN6 TO ASTM A615, GRADE 60. BY THE ARCHIITECT APPROVING SIGH DENARON. THE INFORMATION ON THESE DRAWINGS SHALL NOT BE RELIED ON FOR ANY OTHER - I I PURPOSE OTHER THAN ITS INTENDED USE. PROVIDE 5'CONCRETE SLAB > I I 4. CONCRETE SHALL BEAR ON SUITABLE UNDISTURBED j KITH M.F.AT MID-DEPTH OVER j EARTH. DO NOT PLACE CONCRETE IN WATER OR .6 MIL POLY-VAPOR BARRIER SET ON I I ON FROZEN GROUND. REVISIONS NO. DATE: DESCRIPTION 1 A BED OF SAND I I S. ROUGH OPENING SIZES FOR BASEMENT DOORS, WINDOWS # VENTS j I TO BE VERIFIED BY CONTRACTOR BEFORE POURING ANY CONCRETE, TYP. I I 6. REST ALL FOOTIN65 O'N FIRM NATURAL GRANULAR MATERIAL I----- ------------------- ----------__---- -----J FREE FROM TOPSOIL, ORGANICS OR CLAY HAVIN6 A MINIMUM --- --- I SOIL BEARING CAPACITY OF 1 1/2 TONS PER SQUARE FOOT. MECHANICALLY COMPACT SUB6RADE BEFORE FORMING POOTIN65. ------------------------------------------------------- Il'-6' T. SLABS SHALL BE CONSTRUCTED WITH CONTROL JOINTS HAVING A JOB NUMBER: DEPTH OF AT LEAST 1/4 THE SLAB THICKNESS BUT NOT LE 55 THAN 0601 3.00 ONE INCH, AND JOINTS SHALL BE SPACED AT INTERVALS NOT MORE -0' �'-O' THAN 50 FEET IN EACH DIRECTION AND SLABS NOT RECTANGULAR IN SHAPE SHALL HAVE CONTROL JOINTS ACROSS THE SLAB AT DATE: POINTS 01=64'-OW AGGORDANCE WITHA IF OFFSET GMR 56055.EDS TEN FEET,AND IN 03-01-05 FOUNDATION PLAN SCALE: 1/4' = I'-0' i i - -!.- 1 00 41.0■ 56-0 1/2" 161-5" 4'-10" 42'-5 1/2 7L 0 8-Q I/2 q- 1/2 2-101/4 2-4' 2-qv 2-q 2-a 2-10 I/4 '1-4 3/4 '?-6 00 ,-. .. f N 0 E o X GRSO ABOVE O U) 2446 2446 2446 2446 2446 tt -- �1 0 N 0 00 711,, L0 SUN o 0 _ I 3 Lo " °° L o_ � I I � n ---- I m mI ; �-- cr \b\� I / 111.E FM60611 FYV660611 Q < v- • b 114" __ ____11�-0� Go W 3 ion Z I CASED OPENING OL LA (3 IT-II 1/4' 14'-21/2" M Q OEM 6REAT ROOMIts -� MASTER SUITE I i DINING — I F1LINE OF BALCONY dO 9'-01/4" a DN mT \ 1 ✓ I `� p W O ----- 51.5. 1 PANTRY O Z E m 1 4'-lo I/7" _ co � 4 � � 4 _' w N � I iTl KITCHEN O• v Q 51-0• 2-6Xb-6 k[ ;S FOYER .?� I TK • m OWDER I o�+. I _ ____ -�-- -___ ---- ------- SL SL I e Ii -00 - -J 20910 20510 E0001 - a MASTER BATH 'I'-2 1/4' LINE Q MUD ROOM Q ° Q o o w " 2446-2 6ARA6E SEPARATION NOTE: PROVIDE 5/8 TYPE X E-1 WALLS AND CEI ILINGS N� 4 N 2 GAR GARAGE Q m E3 O `r dJ N , n COURW- VA GENER,4L REQUIREMENTS: for r----------------1 r----------------1 N T14ESEICATIGN: - THESE ORAMNIG$HAVE ff REFERENCED BUILDING CODE AND PROJECT REOUIREMENTS. THE ARCHITECT BEARS NO RESPONSIBILITY FOR ANY DEVIATIONS MADE TO THE DESIGN OR . I. ALL DIMENSIONS ARE TO FAZE OF STUD UNLESS INDICATED OTHER ISE. STRUCTURAL ARCHIDESIGTECT UNLESS IIfSM AUTHORIZATION THE HAS BEEN GIVEN BY THE ARCHIION INESE YANGS APPROVING SU°I NOT 81 FLIED ON. THE Y OTHER N "POSES OTHER THAN ITS LNTEND D USE. D ON FOR ANY OTHER I I I 1 ALL EXTERIOR WALL FRAMING SHALL BE 2 X 4 CONSTRUCTION i I I I AND ALL INTERIOR WALL FRAMING SHALL BE 2 X 4 CONSTRUCTION UNLESS 1 1 L OTHERWISE NOTED. REVISIONS 93. ALL WORK SHALL COMPLY WITH 71-E MASSACHUSETTS STATE BUILDING CODE,'i80 GMR ND. MATE: DESCRIPTION I I I I CHAPTER 56 - ONE AND TWO FAMILY DWELLIN6 CODE,ALL MUNICIPALITY oR�INANGES AND BY-LAW'. 01/29/03 GENERAL I I I I 1 18-O HIGH X q-0 WIDE OVERHEAD 1 I 8-0 HIGH X 9-0 WIDE OVERHEAD 44. ALL WORKMANSHIP AND BUILDING MATERIALS SHALL MEET OR EXCEED RECOGNIZED INDUSTRY STANDARDS FOR EACH APPLICABLE TRADE. 5. REFER TO OTHER DRAWINGS AS PART OF THIS SET FOR MORE DETAILED REQUIREMENTS REGARDING BUILDING MATERIALS,FOUNDATIONS AND STRUCTURAL DESIGN CRITERIA. Ib'-0" 18'-6" 28'-p" 6. SMOKE DETECTOR LOCATIONS HAVE BEEN SHOWN ON THE PLANS TO COMPLY WITH THE REQUIREMENTS OF'too GMR 5605.16 - FIRE PROTECTION SYSTEMS. HOVIEVM THE ARCHITECT JOB NUMBER: BEARS NO RESPONSIBILITY FOR THE DESIGN,FINAL PLACEMENT,OPERATION OR MAINTENANCE 0601 3.00 PROCEDURES OF THE HOUSEHOLD FIRE WARNING SYSTEM. 64'-0' CEILING HEIGHT DATE: 03-01-05 ev SMOKE DETECTOR HEAT DETECTOR FIRST FLOOR PLAN ° 1851 S.F.5 OF FINISHED SPACE SCALE: 1/4' = 1'-0' ?01 R - LOT COVERAGE NOTES r, G EXISTING PROPOSED �? MAXIMUM ALLOWABLE OF BY STRUCTURES 8.8% 11.19� ' 209 OO 1E i B -1 LOCUS CB WITH 11 � 68 NO d.h. FOUND94 POAV p SP \ \ I,, \ \ LOCUS MAP All, \\ \ NOT TO SCALE ,,t,, 00 \ moo1. •• PARCEL 1 \ Zo AL QO \�C\ OAL 41 � O;A �Q \ CB WITH �Q \ NO d.h. FOUND silk AIL, \ r alp N \�. 1�' \ tr, I Q �• ' \ \ PRGi�QSL�'D LIMIT OF maw 'BVW-4 a�► STAKED BALES OF STRAW r, TOT. �6 �\ AND SYLT#ezw, \ \ 10N/F IL \ PETER V. AND HELEN MARY OWENS 3W ' BORDERING - '•� VEGETATED �,• ,� P \ LEGEND WETLAND PROPOSED 6 DIA. x 6 DEEP LEACHING ,Ir k VW-5 • S i f � PIT WITH 4' OF STONE ALL AROUNDUTILITY POLE `�WITH FRAME AND GRATE TO GRADE BOUND 0 Q a� RIM=96.2f i Bottom=86.0t a CATCH BASIN _ o AL TEST PIT • - '. c �. - / WATER SERVICE ' 4 V, HYDRANT r 93A ,,,. WATER LINE —w ro EXISTING TREE — OAK ah, BVW-6 8 5 le? s s ��`' 94 �p SEPTIC SYSTEMIq. S 1 GVA x? &rFR m� i3 Q ti�4J ��`N� 9923 FENCE —O—O— lew"IEtt Aw1H ?,or FF' p5 b 95 3 PITCH S1EWE'(TIPIICAt Or 4� \ F Q�pQ�P,96� � F 1'Y`��1 • 9 P EDGE 0 CLEARING 94 GF,'\0 � s 1 99.35 ss.32 LIMIT OF WORK C� a ,,ir PARCEL 4 ° •. • * ,� ��1 P! ... ...: �\, -�,� ........ STONE WALL 1 FT. o000 'L` % / `a�� ♦ ''' N 7.2 99 8 LAMP ON THE GROUND # BVW-7 ` N ��p�. .�Ob......... ..... / N/F rn GP �� ���' ' ENCROACHMENT" PROPOSED SPOT GRADE 9�62x FREDERIC AND SERENA WEINSTEIN, TRUSTEES '� •�hQQ�G tiOf #•.•.•;' �� ST `DRIVEWAY EXISTING SPOT GRADE 99.00 S� ..... :':P 464 WAKEBY ROAD 464 REALTY TRUST �» °� ROPOSED..'... .:::.. o �f PROPOSED GRADE '�` ♦ "•••••:: DRIVEWAY ;;•:•:•.•.•'•'•:•' 9 89 EXISTING GRADE ---ss AWPOSM ?" WA7FR S R1415 ' rO 05 ! ......., t / 98 BE S.XFWD IN AGIG1GirPOM/GE rnn�I -;. : ::: TITLE 5 IF L015A7W w7HIN 10' cis' ......... 98. Pr OPOSEO "AX DISPOSAL rx • 9>b 99,1�0 sn&w y��P 00 (3) FLOWDIFFUSORS _ ��. QF. / Jl� WITH 4 FT. OF STONE �M� P # ROW OF��G / A �0�' '.�J8 3 BQULDERS ALL AROUND. • ff, ,�?,� ��;wp��/ 6• i BVW—B /" C�0�`04Q�iV 4Q� j AL all, O 6 V98 6 STRIPOUT NOTE: NOTICE THE CONTRACTOR SHALL EXCAVATE 5 FT. ALL AROUND y !, ' ti �"`/' 9 9 Unless and until such time as the original (red) stamp of the THE LEACHING FACILITY AND•DOWN TO THE SAND LAYER, , y ~ IM 98.4$ responsible Professional Engineer, or 'Professional Land Surveyor • \ REMOVE AND DISPOSE ALL UNSUITABLE MATERIAL AND �' 1• ♦ # appears on this plan: BVW-9 REPLACE WITH CLEAN GRANULAR SAND CONFORMING A no person or ersons, including on municipal or other ,Ir WITH THE SPECIFICATIONS SET FORTH IN 310 CMR �o .1 98 5 /98.71 C ) p p 9 Y P �- � (3). O S� ,•.` � ��� � r� public officials, may rely upon the information contained herein; and �5.235 ��a ♦ 1q7 �� 98.459 (B) this plan remains the property of Holmes do McGrath, Inc. BVW-10 ` 100' ♦` // tr. O �� RIM 98 ADD BORDERING VEGETATED WETLAND LOCATION ys •• 4 �``� i'f/ � 5/12/06 AND RELOCATE HOUSE AND SEPTIC SYSTEM LMC gy 8s� DATE DESCRIPTION Drawn Checked � �•. C, ./' J�J REVISIONS O - \ BENCHMARK CB FOUND TAG BOLT HYDRANT #1401 5 � �98 5 BROKEN PLAN NOTES EL. 100.78 CAL FouvD OF PROPOSED SEWAGE DISPOSAL SYSTEM 40� PREPARED FOR 1. BUILDING NUMBER:783 98 90 5 98 5 2. ASSESSOR'S NUMBER: 028-007 V. �,F FOR #783 SANTUIT—NEWTOWN ROAD 3 �:FT � , HARBOR HOMES . ZONING DISTRICT: RF . v ° ��`£' IN 4. FLOOD HAZARD ZONES: C 99 o vJ ^ MARSTON MILLS BARNSTABLE, MA 5. BENCHMARK: SEE PLAN 98.57 � -:�� a�� 6. TOPOGRAPHIC INFORMATION BASED ON AN CB WITH ON THE GROUND INSTRUMENT SURVEY DISK FOUND GRAPHIC SCALE ASSIGNED SCALE: 1" = 20' DATE: MAR. 24, 2006 7. ELEVATIONS SHOWN ARE BASED ON AN 20 10 0 20 60 L DATUM. VERTICAL 99 58 99 5 holmes and megrath, Inc. a�P��" �!,! A'�Ss�`� civil engineers and land surveyors "NV ' 8. REFERENCE: PL BK 225 PG 151, DD BK 3468 PG 19 CB VWTH SANTOS � a � DISTRICT DISK FOUND 1 inchIN 20 it. 362 gifford street 508 548-3564(PHONE C TNo.Ad 50 8 r 9. THE LOT iS IN GP GROUNDWATER PROTECTION OVERLAY No.IVIL WELLHEAD PROTECTION OVERLAY DISiRICT falmouth ma. 02540 508 548-9672 FAX :�� 9 9 10. THE LOT IS IN WP DRAWN: LAC CHECKED: .11. THIS LOT IS LOCATED IN A DEP APPROVED ZONE 11. WAKEBY RbAD ,.�' „ u—POLE - f - — --- - -- — — 75/ 61y----- -- _ H\HARBORHCIMcS 206031 206031 WS.DWG JOB N0: 206031 DWG. NO.: 86-4-29 - SHEE1 OF 3 0 �,OOG o�E •ay \ B —1 CB WITH °' 68 SP�o NO d.h. FOUND 0 nt ALL V 1 • \ / � . BVW-2 / `\` du 00 ` Y ,ir, .•. PARCEL 1 �\\ a ZA 0-0 r N " 0 �,n r, 0�'Y CB WITH •9 \\ s NO d.h. FOUND air, �\ ,r, 8Vw-3 o 0 N Ar 000 \` BVW-4 N/F MI, Z • \ • ® 9'0� `� _ PETER V. AND HELEN MARY OWENS 0000 BORDERING - ® N�o \ VEGETATED WETLAND al. VW-5 a ` �.. ,ly, k a $� 8 '\cqA `�• 'C,�w' , a. •T �CF` AL 93Y a Fj29 •�' �� CONCRETE BVW-6 a s slLc. a ' RAMPdL N 0 a QP� C TERETE a m 9923 f 11 �r CONCRETE Ir STEPS 95 3 i _ a 90.99 94 a 1c �� 9 1 99.32 CERTIFY THAT THE HOUSE AND GARAGE �;� 99.35 ARE LOCATED IN FLOOD PLAIN ZONE C AS 'L IL PARCEL 4 , 9 s 9,� SHOWN ON FLOOD INSURANCE RATE MAP ALI coNCRETE '�'�� ��49• 97.2 99 8 COMMUNITY PANEL NO. 250001 0015 C B —� N ',, AND THAT `FLOOD PLAIN ZONE C IS NOT A /F a sTEPric '�• # "ENCROACHMENT" PIPE .'�� �� °�' STONE DRIVEWAY SPECIAL FLOOD HAZARD AREA. ,, _ FREDERIC AND SERENA WEINSTEIN, TRUSTEES _ ��, b # c 464 WAKEBY ROAD 464 REALTY TRUST _ BULKHEAD o '; TOP F FOUNDATION 98 89 r a� ,\g' �� k ELEV.-97.06 a CHIMNEY DATE GISTERED PROFESSIONAL y ' qTo� •s• s• / 98. LAND SURVEYOR Z`� `��, ',�.Fo�' 99 6 98. s�Asc s 4 ,y�,k # t O 98 3 BRRO DE S Q rn"• QS• �p �-' 4� BVW-8 00 �. CERTIFY THAT THE HOUSE AND AL 69 p CONCRETE yh P� 98 6 GARAGE ARE LOCATED ON THE 'LOT AS STEPS o �- SHOWN. _ °� o ;' 9 9 NOTIC �� •�j�Cp� ?a.,� � IM 98.4$' Unless and until such time as the original :(red) stamp of the \ •� tio'� / responsible Professional Engineer, or Professional Land Surveyor "55Q / BVW-9 \ da ,c. F 98 5 .'98.71 appearsA on this plan: p g any municipal or other �U �(� �j \ p %,V �� O o person or persons, Including DATE REG TERED PROFESSIONAL \ ->'� cry `�?�,, q� 7 �a' 98.459 public officials, may rely upon the information contained herein; and \ Q RIM 98 (B) this plan remains the property of Holmes do McGrath. Inc. LAND SURVEYOR gip. s�F •.• •,p �� 0 BVW-10 2 S 9 + � �; \ .o ry w\ f 9� 5/11/06 ADD BORDERING VEGETATED WETLAND LOCATION TMS ``o f` ��, DATE DESCRIPTION Drawn heckec \ F \ y � Q BENCHMARK � ' 11 Ow B FOUND PLAN ND R E V I S 1 0 N S \f TAG BOLT HYDRANT #1401 cB 98 5 ;`'f , NOTES EL. 100.78 IL'"'F«,ND OF EXISTING CONDITIONS 1. BUILDING NUMBER:783 98.90 5 �6/ =` 98 5 PREPARED FOR 2. ASSESSOR'S 'NUMBER: 028--007 � HARBOR HOMES 3. ZONING DISTRICT: RF 9s.0 C�Pf' FOR #783 SANTUIT—NEWTOWN ROAD 4. FLOOD HAZARD ZONES: C IN 5. BENCHMARK: SEE PLAN 98.57 / MARSTON MILLS BARNSTA6LE, MA 6. TOPOGRAPHIC INFORMATION BASED ON AN CB WITH ON THE GROUND INSTRUMENT SURVEY DISK FOUND ` GRAPHIC SCALE SCALE: 1" = 20' DATE: FEB. 22, 2006 7. ELEVATIONS SHOWN ARE BASED ON AS ASSIGNED 9 5 20 10 0 20 so VERTICAL DATUM. 99,58 holmes and me rath, inc. 8. REFERENCE: PL BK 225 PG 151 DS BK 3468 PG 19 ce �,�, civil engineers and land surveyors iF`�r:n 9. THE LOT IS IN GP GROUNDWATER PROTECTION OVERLAY DISTRICT DISK Fou"° ( n� ter ) 362 gifford street 508 548-3564(PHON �. 1 Bach = 20 ft. (FAX) ' r,� 10. THE LOT IS 1N WP WELLHEAD PROTECTION OVERLAY DISTRICT falmouth ma 02540 508 548-9672 , 11. THIS LOT IS LOCATED IN A DEP APPROVED ZONE II WAKEBY ROAD `°' U5 Pfi1LE DRAWN: SGL, LAC CHECKED: H HARBORHOMES 206031 206031 WS.DWG I JOB N0: 206031 DWG. NO.: 86-4-29 EET 2 of 3 4 GENERAL —NOTES �, o,� at a ,��,. of 2x DESIGN CRITERIA 1) No change to this system shall be made unless Fbkh grade abors and �jtvicer,t to s�etevn qos y 4" dkm. cast loon or Schedule 40 PVC pipe 010t jbh&) . . . . . . . . . . . . . . . . . . . . . . . Equivalent 330 gal.'s/day . . approved in writing by holmes and mcgrath Inc l� ' '20'rnhi. d/stancs Od#dfag 'to edge'of leochkig s}eI ) . . . . Number of bedrooms 3 ' u to Garbage disposal unit: NO 2) Subject to inspection during construction by the 2-Removable covers within Leaching area - capacity required: 330 gal.'s/day Board of Health and holmes and mcgrath, Inc. First Floor 6" of finished grade Proposed D-box with Side area proposed: 88 sq. ft. 3) Heavy construction equipment shall not travel El. = 97•1 distance Access Holes in Tank to access manhole withi J"La4MAND JQ-W be 24" in Diameter " Bottom area proposed: 384 sq. ft. over disposal system during or after construction. ro s ft. 6 of finished grade Total area proposed: 472 q 't�`• PROPOSED GROUND SURFACE 4) Disposal system to be constructed in accordance PROPOSED GROUND SURFACE (#jN� P1Q VV-$U00 Proposed leaching capacity. 349 gal.'s/day. �,v�,y� , -oga9? Water supply: TOWN with Title 5 of the State Environmental Code. 0 loading design 5) A copy of these plans must be kept on the site CLEAN BACKFlLL v(A 2" layer of �" to Precast concrete units: H-10 & H-2 15 L.F. 4" PVC s=0.02 2' 4" PVC Pie Elev.= 92.72 x �" washed stone 15' MINIMUM DISTANCE ———— f construction. pp ----- 13 F s=0. 1 MIN level 15 .f`. =0. 1• <, during the time o ) copy the . ; - ----_-- o - 6 A c of these plans must be furnished to O O E/er:— 91.G1s':: . � contractor constructing the disposal system. . . r sh all a ll noti fy contractor �•.�• nt a he. . . . I'n t Y II I. . � kf w ba c- Before� 7 Be o , .r f g 1~ 0 6 layer . . . . fed. i. as co nstructed.ruc �h m . th e to inspect t . . . . . 'cruehbd' •.a ��� �f to 1 � Agent to mspe system AO Tank ^ compacted ,: +Foundation N 1,500 Gallon Septic co p ry :.;11 : .. ::'. double washed Design °� o, H stone h ) the I d the 8 If the contractor encounters any variation between By Others 4 M• ^:'.stone all around p a a M M infiltrator an an e o .•- • � x � • 'R` • • • • X' " •` � � E/eY=81.0• the existing conditions shown on e ' e e c conditions encountered on the site, or any soil Bottom of test hde STABAL12F WSR/R&W AREAS F \ i STRIPOUT NOTE: AND 20DE ANIN W6F'r4)76W condition different than shown on the soil log, or THE CONTRICTOR SHALL EXCAVATE 6 FT. ALL AROUND THE , h Y . . . . � . . _ _ . . . any adverse soil the contractor shall immediate) 6"LA WR OF CRUSHED COMPACTED STONE LEACHING rD DIS AND L UN To THE SAND AT uirER, . REMOVE AID DISPOSE ALL UNSUITABLE MATERIAL AND REPu� MTH aJAN GRANULAR SAND CONFORMING rMTH contact holmes and mcgrath, inc. Holmes and THE SPEWCATIONS SET FORTH IN 310 CMR 1&2ss (3)• mcgrath, Inc. will examine the soil condition I and report to the owner any suggested revisions. 15' MIN. VA BREAK-OUT 15' 13' Flo wdiffusor . . . . _ . . . . _ . . . . Foundatlon Septic Tonk. . . . . . . . . . . D-Box . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80 . . . SOIL TEST SECTION A—A Date of soil test: 3/24/06 SCALE: 1/4" 1' Test taken by. R. LIZARDI-RIVERA Results witnessed by D. DESMARAIS Percolation rate: 5 MIN./IN. Ground water NONE ENCOUNTERED DEEP OBSERVATION HOLE LOG NO. 1 — #11249 SITLEBARON FOUNDARY MODEL SOIL ' SOIL TEXTURE SOIL COLOR SOIL » FRAME AND GRATE OR EQUAL. DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING 4 LOAM do SEED s FINISHED GRADE ADJUST GRADE WITH BRICK 0" 91.0 SILT FENCE 0" 10" 90.2 o A SAVOY LOAM 5YR 3'3 GRAVEL' . (TYP.) t » BSANDY LOAM ZAM 5 ORDINARY BORROW : . ... 24" - . •;, ' PRECAST CONCRETE RISER DIA. ORDINARY — INSTALL POLYLOK FLOW EQUALIZERS (NARY BORROW low I 5X GRAVEL ON ALL OUTLET PIPES 'FILTER CLOTH (type) .. 71 16.5"—� CONCRETE COVER : .;:•/ ALL OUTLET PIPES FROM THE • r DISTRIBUTION BOX SHALL — - _ 5 5" OUTLET ", ,".;f,.. . .• f; SET LEVEL FOR AT LEAST 2 FT. r^ KNOCKOUTS z z rn�Q ' •' OUTLET Fn INLET w Hm 'bR ' ' ' o_> >`- / DEEP OBSERVATION HOLE LOG N0. 2 — #11249 E Z c>-n-a 0 +.•�+ / OTHER 15.5 :` » +` + » 19.5 ���� �'� = DOU8)LE STAKED sal sal TEXTURE SOIL COLOR sal (�� \` ' •. 11.25 c c; I! I HAYWALES (TYP.) DEPTH ELEV. HORIZON (USDA) (MunselQ MOTTLING °0S� ��� �� :• : 6' DEEP 0—�ic z N V Dw :• : '., • • " z z z 9f.5 » 3 ( ;� rn m NOTES: 0=9" Sae A SANDY LOAM 5W 3 20 1.7d rn 2 tog> o z 1. BALES TO BE 11M WITH ORGANIC FIBER TWINE ONLY, B PLAN .SECTION CROSS—SECTION -� NO PLASTIC OR WIRE. ' m Imo 2. HAYBALES AND FENCES TO BE SECURED WITH • 4 6 DIA. MIN. 2"XVX3' WOODEN STAKES, DRIVEN 18" — C1 30X ARAVE'L 5 HOLE DISTRIBUTION BOX MIN. INTO GRADE. = 2 SCALE: 1" 1' UNDISTURBED BASE SILT FENCE & STRAW BALE, NOT TO SCALE TYPICAL LEACHING PIT SCALE: 1/2" = 1' ��•�—•-2-24w Diameter Access Holes '� NOTICE ° 1 • I ALL ACCESS MANHOLE COVERS FOR Unless and until such time as the original (red) stamp of the •' ON BOX. - ` -�. appears bon this le plan: Engineer, or Professional Land Surveyor 1 SEPTIC TANK DISTRIBUTION INLET ( OUTLET AND LEACHING STRUCTURE SET MORE I (A) no person or persons, including any municipal or other THAN 6' BELOW FINISHED GRADE. I I I SHALL BE RAISED TO WITHIN 6" OF i ( I public officials, may rely upon the information contained herein; and FINISHED GRADE. (B) this plan remains the property of Holmes de McGrath, Inc. I I ° •. REVISED SEPTIC SYSTEM SECTION LMC STEEL REINFORCED PRECAST CONCRETE owe wrs• ——— I I —•- —— — I— Re�amble DATE DESCRIPTION Drawn hecki PLAN VIEW pl CLEANOUT AND r� � i INSPECTION COVER 2" layer of i" to REVISION S Clean backflll �" was stone rIL--- ------------- - ----------- - -- _ CONSTRUCTION DETAILS o a M ' 1r M.Er�, I � ����e� —�- • ' , - v _ OF PROPOSED SEWAGE DISPOSAL SYSTEM 1. 0°"� B Flowdiffusor PREPARED FOR uq�re 1001 �of " to1� of �- to 11" HARBOR HOME lie N 'N double washed doouble washed r-,,,,, FOR #783 SANTUIT-NEWTOWN ROAD uses 011%� �_� �� + stone all around stoone all around oA>s BAFFLE 1 infiltrator l infiltrator IN '+ OO CROSS SECTION MARSTON MILLS BARNSTABLE, MA r O — ' r-r 1O0 SCALE: 1/4" — 1' _ p 0 0 SCALE: AS SHOWN DATE: MAR. 24, 2006 PS„ END SECTI Qd, CROSS-SECTION " ra 9 I-• —4 — 0 KNOCKOUTS FOR holmes and me rath, inc. .• .,' w 5w BED INSTALLATION ' ciSANTO TYPICAL 1.500 GALLON SEPTIC TANK (30) 2 x " � civil engineers and IN surveyors l p sANios SCALE: 1/4 = 1 (H-20 LOADING) OPENINGS , No:45070 362 gifford street 208) 08 548-3564(PHONE) CIVIL ® falmouth ma. 02540 548-9672 FAX °F TYPICAL FLOWDIFFUSOR s , " SCALE: 1/2" = 1' DRAWN: LAC CHECKED: H HARBO RHOMES\206031 206031WS.DWG JOB NO: 206031 DWG. NO.: 86-4-29 SHEET 3 OF 3 --- ^� —