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RESIDENTIAL FLOOR PLAN PERMIT #52535SS t�Sg �Th.zs =. 6°as Grape rssz go r� /lag �- FILE C sn�tt of 4' � f�,Il➢SH. Copy !'?f TGs Endorsed # _ BLOSSOM COURT Pian C3ust Sz Kapt On Site. ( DARTMOUTK,Ma HAMPTMunng istructmn `.. j DARTMOUTH PRESERVE g TEL9 .. TION#i LOT#4 i T r L_ T LLL -- BLOSSOM COURT DARTMOUTH, Ma HAMPTON DARTMOUTH PRESERVE_ LEFT ELEVATION #1 LOT # 4 8 0 HAMPTON RIGHT ELEVATION #1 - 11i i 'WRT ; H, Ma RESERVE r, rr � �Y = -•=`� oi�S� o� e��mm y�r% r � ors - S rY�r'orYm r•�Lrrirrra= �� moo �� Broil tea_-•m Milo Apr ae rr'iiir�•rYr�•rr -=- om ������� SC�S��Yr rpr=rYYg ��� �oYy� rr r•=rY�ir �Yei .�. rrrr I'I nil MINIM .N°e Milo I ise ( Simmons Concrete Notes) N fill HiAConte 1RSYn it It Height Of Alli BOR& Acciins 11 Be In AnCenetei 1 I �<miw:ra.+ W IF # BLOSSOM COURT-DARTMOUTH,Ma Lot # 4 Dartmouth Preserve - Anchor Bolt Layout Plan - L/H J Approved -3/17 2003 0.K. tb io --1a m vz" 22 112" 13 D P-7" T312 5'-1 V2 p 12-sin• j'-aF uz B•-s^ e} s ]'.: a mu 2s2 zest LJ 68 SUNDER 21 i6 KITCHEN i DINETTE - 4 - DINING ROOM m _ 0 5 �'+ FAMILY ROOM o � s` 1 11 3/ S D �%� _ _ _ � e'-812 3'-p�3 21rz� ems - $ mwm� R��x� 10m)R W - 9- 0 M 0 C O W3U1 14'-7" 3-' Bp 1/2 =� 5'-11 3/4• 2' S" _2�� c FOYER LIVING ROOM III.INICHE orw O$ N I( DARTMOUTHPRESERVE4 HAM& 7 FIRSTPOLOOR 2052 —CAR GARAGJ L III E--- X 7 NSULATED—H::D:] — — L I _ .pt.]L - 6'] 16 D —sx—412910— -132 k200 4'-71n { 8 101/2" 12 2112" '2'413'-2" -. s 3 ra vz^ _ 6,_3„ �— 5'-11 1/2 s,_7„ 4033-25/G 2646-2 2006-2 O / SO KER \ F pmc WIC i\\� I MASTER ro n. BATH- Ii n� A""L � BEDROOMS 4 --- _ BEDROOM 2 2468 oan \ O \ N C s° P.E. S \ "� 8 . m .D. $.D V 2668 nee r �. vv - 17 9" - od twn P.E. 9,_1,. \ �. - _Q HALL "1 S.D. $ BATH o U. ry mr� S.D. m j MASTER BEDROOM u+ DN nN.eEnDs HDWO <I C7 n CD - 2 icon s nee% , 21/2'L iI 0 2668 2668Y IL P.E. o 2 WIC to — S.D. TO I 2 q w 6 r 2 LAUNDR BE�ROOM4 2 o cvn � 4 81/2J - rv�Nn� / = 6'-01/z"� OPEN BELOW DARTWUT PPRESERVE4 9 61/2 HAMPTON 01 SECOND FLOOR 28f6 HnLF2011N69 D o6— FE"TVR'!j�WINDOW 2646-2 " �t20 .L__. 4'-015''—'5'-03/4—4'-91/4, s,_7 �I; —6 T• _ - —4,-0' 1,4„mil 9.10"— 13-2" �JJI E.oulb�u kt k _.. ��- ' NV Cc7A0 ob 1N9 w.a�us/e m i Idj� II i — - L��' f1EA0 LVAid u �,. Y.Odi yy r Svie v P I, .. .. .. . i.. It1✓Lla p 3u Q,` - u . I M �j ' I I I 1 M w �, IDS j4 AM1 iIOVsE. YvIDY;i 18EAM C�I3'I/ndx c:oLUMPJ t IsP I C GJ A Cd .To arnU ifL �;�y 1 ' MA �tiofCt r<' X/qq),//4 3t??�� �J X I 3 Z. 4 b 1� 3 Zol 4/ 3 1 ¢' T/� I I I 36 ' 3 13/qql/4 3•Z wl�� W pk 193 3 32`- __ I IVI L _40-hRf\G 16.51s a� / l• us 7�/3,1'Gk%9' l� �%Grr' Uu�n !/r� -. TO zii Al /cu sW,PdMlN6 114Ivje 2x lituB FIcC.E..�F- S�tMt%r•AJZ�4�,Bdc7 D I � iI I IIIIf I L I � I I 4y Sa4rrp.'C� I ' I- TYPICAL ROOF SECTION ARCHITECTURAL ASPHALT SHINGLES 15#FELT PAPER 3I8" O S.B. SHEATHING WI'H' CLIPS ENGINEERED ROOF TRUSSES @ 24" O G.12 R-30 FIBERGLASS INSULATION 6 1/2" SHEET ROCK ALUM. CLA01 X 8 FASCIA VENTED VINYL SOFFIT TYPICAL WALL SECTION vINVL SIDING BEDROOM #3 BEDROOM IN HOUSE WRAP 7/16" O.S.B. SHEATHING I HALL 2X4STUDS @16"GO. R-13 FACED FIBERGLASS INSULATION i12"SHEET ROCK DBL2X4TOP PLTATES (TYPI TYPICAL FLOOR SECTION Dwwc LIVING 9' 1-1/8" 11-]/B"1-JOIST PER ENGINEERING R-19 FACED FIBERGLASS INSULATION 3/4" T & G ) S B. SUB -FLOOR 'FINISH FLOOR TO SUIT 1/2"SHEET ROCK 2 X4SHOE NYPB 1 118" RIM BOARD - W18X19STL: BEAM - 2X 6 TOP SILL 2 X 6 P.T. SILL OVER SEAL CONTINUOUS THK. (r BASEMENT CONCRETE FOUNDATION T.9" 3-1/2"DIA.CF. STE LALLY FOUNDATION DAMPPROOFING 4"CONC FLOOR. CONTINUOUS2"X6'KEY \\ CONTINUOUS 10"X16"CONCRETE FTG; X-SECTION THRU LIVING / DINING (HAMPTON LEFT HAND) TYPICAL ROOF SECTION ���-LINE OF VAULTED CEILING ARCHITECTURAL ASPHALT SHINGLES \t\ 15# FELT PAPER 5I8"OS.B. SHEATHING W/'H'CLIPS 12 ENGINEERED ROOF TRUSSES @ 24" O.C. 8.' R 30 FIBERGLASS INSULATION 1/2" SHEET ROCK TYPICAL WALL SECTION VINYL SIDING HOUSEWRAP WIC MASTER BEDROOM 8'1G/8" ]/16" O.S.B. SHEATHING 2 X 4 STUDS @16"O.0 - R-13 FACED FIBERGLASS INSULATION 1/2" SHEET ROCK TYPICAL FLOOR SECTION 11-7/8" I -JOIST PER ENGINEERING FAMILYROOM `. R-19 FACED FIBERGLASS INSULATION _ 3l4"T&GO.S.B. SUBFLOOR--- GARAGE FINISH FLOOR TO SUIT 1/2" SHEET ROCK .III .BASEMENT e X-SECTION THRU GARAGE / FAMILY ROOM (HAMPTON - LEFT HAND) L W k z- 3` .R 11 ll.._llo.l . , � mm Ell - � n F LL W Ind T PLACEMENT PIAN FOR ESTIMATING ONLY �K w e. J 9 s / s �c Os 4)Tm IT OR i�u ,pmsz SEA 3 0w J > P1 Not III Yv NN l 31s W 1 a pz W Eli! V Q �6 1p �n a n It ro £ No o� E urs Kffztu Rear Len Nailed truss D1 on the wall. m II I, __ ___ ___ ___ ___ ___ ___ ___ 30' V8 G V) of — oati=� V6 2' CC V1 C 1]'2'• w ig. 2. DR) Lde Ew ngmg (see DetallA) B. 14' OD it MODELE "HAMPTON" ELE 0. (Vault reillinn in Maste DaAmoWh Bldg: Aincta Loty Roof Hampton' M Marc Won Loom O -6 Hangers HUS26 - Hangers LU36 LN Mg Hangers HHUS26 2 = HangersLU268 0, Haldia U526 ♦ = Hangers LUS26 ' HangersHhs2i p= HangersLU5262 Right ✓ATION 1-3-4 Bedroom Fear Left 214 Gmbmv: radial"' CLV9�lAWOR CANADA'A mh: mm n lnnwv ail 9flei Rod"Hampton" iEL: 1dN-]929]P layoufl Mfi3&9 IT FAX: 418 22BW]9 Radiational rtlUanalR Monn Right MODELE"HAMPTON" (Floor trusses) Front p : Hangers HUl 6= Hangers LU26 WL: Nailing rorWL: 3 mass Q 12"En e Hangers HHUS363 = Hangers LU26 2 NaNng for GlNal Child Sealed ®a HangersHGUM A Hangers LUS26 Vandal nailing ofgl Will = I Hangers HGUS262 IN= Hangers LUS36.2 I DATE: all (W)top Plate NEED LL GIRDER"G"9 PLY5 ATTACH GIRDER BOTTOM CHORD TO'D' TRUSSES INSERT TO INS ERi GIRDER GIRDER G" FOR LATERAL BRACING AT 10 OIC MAX 0X6 TRUSS "D1" TRUSS TO TRUSS"DD" DETAIL A aa� Customer DarlmouN Bldg Supp TYPE R itlenpll O =6 H ngen HUS26 Hangers LU26 LVL:- NlliDArLVL I M13 do LYIdW ®B vmnle orven ob. TuN. Vvxxxxu Lot xx Roof"Hampton" TCLLOA0: 365 PST TC BLOAU:]PSF _ Mantels �-HHUS362 gersLU363 Coital; for GiN CF dS I tl So Slowing for TEL O'L7 2971 Layout. MP364 BCLLOA0:0 PSF ® = HangersHGU536 ♦ - HangersLU536 bailing oigrNer. ITtI FM'. J184i6W]9 RGb an:Morc Mean SC O.LOAG:10 PSF WINO: 99 MPH HangersHGUS26-2®= Hangaus LUS26-3 DATE: 261006 STRONGBACK DETAILS 2J 160 NAILS @ TOP & VERTICAL BLI 02pB RESI WLLNLU ( EACH END. SECURE w/(3) 16d NAILS @ EACH VERTICAL LOCATE AS CLOSE TO BOTTOM CHORD AS POSSIBLE. STRONGBACKS SPACED AT 10' - 0" (MA)O ARE REQUIRED TO MAINTAIN CENT; STRONGBACKS ARE RECOMMENDED TO MINIMIZE VIBRATION. "See sealed drawing for the exact location" ABLIES. �AS Custl DaMroulh Bldg Supply TYPE: ResidPlial 0= Hangec HUS26 = Hangars LUM ON.: ��tltlggppp p LTN[[1Y®IT IgaerBl b m: UxuvMe Lotu Flnnr(DelelO"Hemplod TCLLOAG: MD - Hangers HHV32A2 Hangers LU262 ' -LOAD. 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I I � I I I STAIRS TO M LOCATE 0 L'i o iNeR UV[RMANG 2"x6 CAP m i I Z"�L BClU 5TER5 A {I N I M I I II _SN 2'x4ToP tgoiior 4±i15 n j xgcls seTepcR 1%a''fAo to Po si OEgpNG oVeR HANG FL.SOLST 2x0 XI6"O.C, 3/8 TR0.ou�H 6otT5 Sir PSON HZS HURRICA0.E Ti6S 2 Z % 10 c'I:RC:R 4x4 SSMFZGM kpC4 CP4S (5=10N A -A) SCALr_t°=t cr SNSTA FL4SgJNG EY L BOLT..S 16" O.G. SOIS Ht �GERS j (secTI,On� B Sj sc,CA E 1"=1 FT. %t WALI.ALY. DW ELLLNG i"xa^ 150N goLTFo 0 _ I V., U O — I K _ , � I 'I �* sat N M e 2x � all P N I 6 X60EC KtNG I I.. JU o f9 I 1, 3 T (�" O04 2 %8 GSROER TR S o4E lE SN Ta SST TF I Fl(1CHIM1�/. M(;FR I OVERHANG LAYOUT 'I L j I o 9 � G 1 gwDRAI6S ARE NOT REQUA3EQ WHEN STAIRWAY HAS LESS. THAN THREE(3) RISERS. GUARORAIL5ARE N0Tftfp9IRED 9 ° FRONT �5IDFPORCH ER WHEN FLATIMRM ISLES-S a d LAY —OUT 4 5ECTION .PLAN - -TRANTHIRTY(3Q)INCNES 4 ,SCALE. 1INCH -1 FOOT PPPROFcuo04 ABOVE FINISHED GRADS Buz o i FooT wzOFP FOR i2R' Ce Ul - ERTFkN4 I 0RAWN FOR LONG BUI)ff HOMES oaLZTEs MATERIAL LIST ON SACK OF PLAN IVF-C3V - \WF-C] ii I4F C8 IWF NF C] 8d76 ALi yp f •IYF-C9 WF-C F) TIF-CIO tt�r ( ` 6 B� r _A5 L WF AS "-A4 \ P b. �9. A 1. ` x -Alar a WIT O.wS50 ACY vro� 'en & LO 8 A 0511 Y PpBygq\ 9% WTI 956 SF y -- 0,5 059d A0.t N' Ar q i s N PpRC5L8 =w d)eJi SF 0.6 2 A0.3 Sq" M€NF 93 PCY \f WT 4 22,6 F. se AC,Y d` LOT 5 i M271 5.r. Od91 K.Y 6: aq wrs 0.549 ACT fd ,a , �s .SUBDmom ma OF gym, rs)BtRr r L N 26.50'14"W N 33*50131 W _ 48.97 _ 82.00 t� BUILDING SETBACK LINE (TYR I 55.6, LOT 4 ° ro oh 22,555 S.F. I w I 0.518 AO.f a LOT 5 h ro 7 h QREG� NSE- cp Z I FR p ,ry 69y. 25.4' b � 42.6' o] ¢1 82.7' \ pFOFSTRigN � SCALE 1" = 20' '>'n 0 5 10 20 40 SITE INFORMATION LOT ASSESSORS MAP 48, LOT 31 4 LOAJSQ)� C�UJ2T OSRD ZONING TABLE REQUIREMENT REOVIREO PROVIDED MINIMUM LOi AREA 19,000 S.F. 22.555 S.F. MINIMUM FRONTAGE .MINIMUM SETBAGKS:. 30 Fi 55.45 FI FRONT 25 FT 82.J Fi SIDE 10 Fi 25.4 R REAR 10 R 58t FT TOWN OF pARTMOUTH OSRD SPECIAL PERMIT pECI510N pFTEO 8 22 O6 ....,._ I PROPOSED PLOT PLAN PRaEm LOT 4 BLOSSOM COURT DARTMOUTR9 MASSACHUSETTS cuiNT LONG BUILT ROMES 158 CHARLES MCCOMB BLVD, NEW SEDFORD. MA • CIVIL ENGINEERING //yam, RO.80Xiars •LANOSURVEVING 30950FOROST. •6VIRONMENTAL ®` � �m 'W . PRIME ENGINEERING LLZ MA ax TEL: sOaammw AS9£S9MENT FAX. 50&94]21X4 w.en M BCALE: r=20' DATE'. MATCH 12, 2008 NWN BY: JLB DESIGNED BY: JOB CHECKEG6V: RJR APPRWEDBY JOB 1 OF1 34J0214 N yy N 33'50r31. W - i' 48.97 _ 8200 BUILDING SETBACK LINE (T(P) I���IaaajQL ��1s copy I 588 I IV Ftlia%g��tl I LOT 4 W zzsss sFr�/ARTA40UTH os)e qc>< REVIEWED A o _ ro I flanges Must] E30FRREP0RT aea.r o p� Data Of�i` z e° o'L of��Re �`"6P'N-0.2-7�1g9 & 9Mo E�.1. as°o zse \ LOY 5 i,Y---.y�_ —F—a v- 5 .s PQ P\ o J � FOR z FDeSTR�N lC0e55 � oov�• � II s \ 5 3DLOCUS O 30 60 90 ® II Scale 1 _ 30'U5,J SIT INFO ASSESSORS MAP 48r.LOT 31 4 SUBDIVISION: DARTMOUTH PRESERVE, DATED ZONING: ODRAB SPECIALPERMITERMITTEDECISIONO DATED 8/22/06 1 HEREBY CERTIFY THAT TO THE BEST OF MY AQUIFER `DI STRICT ZONE II (AREA 2) LUG,.,;_{ .� PLAN IS CORRECTKNOWLEDGE THE "ANp INFORMATION THERE ARONNTHIS II FIRM MAP 250 L00. C/-ZONE C. COVENANT REOUIREMENTSWHICH AFFECT THE STRUCTURE ELEVATION OR PLACEMENT INCLUDING OSRD DIVING TABLE"CLUDMG REQUIRED FENCES. BUFFER ZONES AND NO ACTIVITY ZONES. REQUIREMENT REQUIRED MINIMUM LOT AREA PROVIDED MINIMUM FRONTAGE 19,000 S.E 2$555 S.F. MINIMUM SETBACKS: 30 FT 35.45 R j�Jx DFypSq. FRONT dWIEL. 25 FT g2 T R x� 81$BANNE11E SIDE 10 Fi NBI yi REAR 10 FT 25,4 FT Nu.6>925 MAXIMUM LOT. COVERAGE 583 'T MINIMUM SETBACK TO DRIVEWAY 507. OR LESS 159. MAXIMUM BUILDING HEIGHT 5 6,1 FT TOWN OF OARTMOUTH OSRD SPECIAL p RMI 35 FT LE55 THAN .15 Fi 3-2 -0 i DECISION DATED 8 22 O6 Oq Tf r✓M/EL BISSO DRAWING TIRE TAP. PE. almrrtrs\uewum\ao �� \ H1. �/ r OR PERMIT A AUEer, PROJECT 1 -30 r\emaeP LOT BLOSSOM COURT DA,'E CLIENT OARTMOUTU$ MASSACHUSETTS MARCH 28,2008 DRAWN BY; LONG BUILT NOMES. JLB 75R CHARLES MCCOMB BLVD.9 NEW DEEIGNEDBY: • CIVIL B [E BEDFORD, FOR ENGINEERING D, MA II tAADSLR�yADG JOB 'PO BOX lC88 CHECKED BY: SHEETNO. •ENI//RONMENTA( ® LAQSW E,AN6 AssEssMENr PRIME ENGINEERING IANEWRIN7.g050 RJR. 1 OF 1. RE 50AY72050 APPR JLS Bv; pgoJEcirvo. FAX'S089q]2004 JLB 3470214