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HomeMy WebLinkAbout0185 MAIN ST./RTE 6A(W.BARN.) - Health .185 Main.Street . ..�. tWest Ramstable A= 111 - 026 . Sz a P J � •r f .P V Y E� 7 r r r No. 4.210 113 BLU ESSELTE 10% TOWN OF BARNSTABLE LOCATION 1gS • C(// SEWAGE# VILLAGE S G ASSESSOR'S MAP&PARCEL I f Z INSTALLERS NAME&PHONE NO. VlUk �CQ�VS?hLVCn'OV %N FPO•9 y fp J SEPTIC TANK CAPACITY LEACHING FACILITY:(type) f�/V- (size) NO.OF BEDROOMS OWNER / /� �j p%C/ft' DOVI S PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: f Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility l S"— Feet Private Water Supply Well and Leaching Facility(If any wells exist / on site or within 200 feet of leaching facility) G 00 Feet Edge of Wetland and Leaching Facility(If any wetlands exist \ within 300 feet of leaching facility J Feet FURNISHED BY ///J ( ��• nJ 77 r3Z 73'6 i NOTES JOB NO. B05-11 1. LOCUS IS A.M. 111, PARCEL 26. DAMSI.DWG 2. LOCUS IS ALL IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. 3. OFFSETS SHOWN ARE TO THE CORNERBOARDS ON EXISTING BUILDINGS, OR TO FOUNDATION ON NEW CONSTRUCTION. 4. REAR CONCRETE BOUNDS WHERE FOUND 4" TO 5" SHORT M.H.B./BACK OF PLAN (PAPER) DISTANCES. WHERE THE DIFFERENCES & CENTER J BETWEEN PAPER AND FIELD LOCATIONS OF LOT LINES HELD r WERE SIGNIFICANT, THE OFFSETS SHOWN REPRESENT THE 0 \ LESSER AMOUNT. cfl. BPS f � - t o N/F bb BECHTOLD-IMHOF ;?A a r\ �� '• -I- 6� a 16.8' MOVE �j. LEACH SHIEDoe *' � -( AREA �z 0,0 S PROP. NEW -,--," 4' �t Q lot SHED LOCATION , C.B./D.H. ' ' ADO FND HELD FOR =— LINE WELL LOT 3 �s C.B./D.H. ss 'sue 41 ,460f S.F. �- 14.3' FND N/F BAIRD 'Fol � `L�1. MCGOVERN N/F MCGOVERN C.B./D.H. FND ASBUILT PLAN I CERTIFY THAT THE LOCATIONS SHOWN ON THIS PLAN WERE MEASURED IN THE FIELD ON 12/5/05. FOR OFM4 HOWARD & PATRICIA DAVIS, TRS. G LOT 3, 185 MAIN STREET, WEST BARNSTABLE D AC N DECEMBER 9, 2005 SCALE: 1"=50' 5 �Nasu RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 Z� ®� WEST YARMOUTH, MA 02673 ©2005 BY R.J. CADILLAC 508 775-9700 I" APRON,THICKEN TO 8' R DOOOPENING 05 REBARS D 2'-0' O.C. 1. GARAGE DOOR 24'-0' T I GALVANGILE W/ Am N.T.S. I' ANCHORS 0 3'-0' O.C. MAX. ARCHITECTS,INC. j---------------------------------------------------------------------1, 11101-TV- Tlmbe,St,a,d LSL RIM BOARD PLANNING ,5 939 MAIN STREET, D1 21 For 1,f--ti- on 1,1-ol PO BOX343 I-d -p-itl- 2 ---------- -------I Current TimberSt-d LSL YARMOUTHPORT, MA 02675 I- b-d I it_t_ �O. IKEY�UAY� A-1 tel (508) 362-8883 6 W/lei fax (508) 362-4883 HEAD � OF STAIR IX2 R 0 OPENING up 3/4-9 2 ® -5 REBARS CONT 6 TOP I BOY Or i.UALL' li lwl',"',E"1126 .1-1- LVL m.y 1,, r1l I Hill ..rd Tila I GARAGE SLAB g-gi I g:' I I i 2111 F W F�-�ILI I P-1 I ILI F ; 1 : I 6"COMP. FILL TYPICAL DETAIL 0 EXTERIOR WALLS 6 PITCH 1/8'PER FOOT TOWARDS DOORS TS COLUMNS 13A KPILL W/CLEAN •STEEL BEAM ENDS Back,, block: I-tall tight to top I'l-g, tght COMPACTED FILL IA.ch ......------ 1, b,11- flo(,q., w.11.h m-t hangers). with 10_10d b .11_hod h_ P lb, PROPOSED GARAGE FOR: WDX35 STEEL GARAGE1 OTHER FILLED FOUNDATIONS: BEAM ABOVE 0 S' IS1 2-5 TOP A BOTTOM BAR, REST FOUNDATION ON W'.10'STRIP FOOTING. PROVIDE 2-95 HORIZ.BARS CONT.IN STRIP LL Q 2 CAR GARAGE FOOTING W/KEYWAY. i I PITCH SLAB Va'PER FT PROVIDE S/S'XI2-ANCHOR -i-u'7 u TOWARDS DOORS BOLTS•4-0-O.C.MAX. GARAGE APRON DETAIL HOWARD & PAT DAVIS A O SCALE �A- Fill., block: N,II with 10-10d DROP TOP OF WALL b oil,. C111chad ��hob,-possible.,,, 12-AT DOOR OPENINGS 2 \ t. 10 C side JI U / � "iI'each with T P. 550 joists. ' TYPICAL LVL/GLULAN BOLTING/NAILING ------------- ----- 185 ROUTE SA • With 1- 11-g° h-'-, b..k.' I DOOR 9080 GARAGE DOOR MULTI 1 3/4' BEAMS 11q,i,*d only when h,,g,, -— -------- WEST BARNSTABLE, MA I-d .....d, 250 pounds LL -------------- - -------- - TYPICAL DETAIL 0 INTERSECTION OF DOUBLE MEMBERS 2 1-11 1-0..Of A. AIL. 2'-0 Mic-lom LVL, P-11- PSL -LL ------ TI-b-St-d LSL 24'-0' �-' FQU-ND�4LICPI 4^_�R A G E PLAN_ N_ 11"g, F.- m.u,t _I.-" 1.0..01 L- I- LT. W2' TIl PIANS SR U,NOT HE Um"M FOR pm*m T OR 001mucmN PURFam STAM A,SIGNED I1M ORIGINAL 3I AL AR1 STAMP k SIGNATURE 4 11.... Web tiff-- if the lid- of the hanger do DATE ISSUED: 02.01.06 -tlot-lysupport the TJI J.1.t top f�.'9. -d per current MULTI 3 1/2" BEAMS Tr- Joist M-M III_ lit-tu. REVISIONS: TYPICAL DETAIL OF FLUSH FRAME ----------- ----------- AT MCROLLAM O DN 2 pi.... [M.- 2 IDIAM-T. Load bearing - h.., wolf b.- .(- .t t..k .,.r won2XIO I,-O.C. 2XIO•16"O.O. 91-kmq panel PERMIT SET 02.01.06 PROGRESS SET PRICING SET PROGRESS SET TYPICAL WALL NOTES W.b tIff-re required -._ 2XIO>14,O.C.- -4'COMPACTED FILL LINFINISHEr) STORACE DIAM. 12" GALV.ANCHOR—� TYPICAL UCIAiL 6 LOAD 0- 7 BOLT - 4'-0*O.C. BEARING WALLS SILL SEALER -4' CONC.SLAB 2--5 REBARS.CONT.— 4:' FINISH GRADE: FILL 1 TAMP Ij REGISTRATION FOR 1*/FT. SLOPE,S' AROUND F FOUNDATION. A_ A-.2 SCALE. 1/4-1-0- =L11-lp-Ilw=Lll�-III 101 bxlo 2XIO 0 lA'O.C., a NOTES: 2l REBARS. S OTHERWISE NOTED CONT.- I. DOUBLE FLOOR 1015TS UNDER KNEE WALLS ABOVE. UNLESS B 2XI KEYUJAY- L...... 2.DUST CAP TO E 4'POURED CONC.ON COMPACTED FILL. ------------ ----------- SHEET NO. III ILL 3.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN ARCHITECTURAL 2-.5 CONTINUOUS BARS =F111aff 4.PROVIDE WEB STIFFENING FLATS.AT ENDS 01 STEEL BEAMS,TYP. FRANINc.- 0- ILI gj�-J'argi-11 b Milk-I—11milf 0'MINIMUM COVER.H T1111 ROOF ---- BOT.OF FOOTING 0. RPM= A PLANS FRAMING &DETAILS BELOW GRADE ' -IIZ-r'-z IS LS S.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. L.CONTRACTOR SHALL NOT LIE DRAWINGS FOR DIMENSIONS. ANY MINIMUM. INCORRECT, CA CT,OR QUESTION NOT IS 11111 f=5I I OF THE DESIGNER BECOME THE BROUGHT TO THE.ATTENTION TOTAL NUMBER OF SHEETS Y LLI=al ,, e RESPONSIBILITY OF THE CONTRACTOR. IN SET: 1 1.ALL INTERIOR AND EXTERIOR WALLS SHALL BE 2X4 16-O.C.UNLESS /--,\SECOND FLOOR PLAN OTHERWISE NOTED. A- S.CONTRACTOR TO VERIFY 11—T RIFT ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. THIS SHEET INVALID O GARAGE SILL [DETAIL UNLESS ACCOMPANIED BY SCALE 1-1/2'-1'-0' A COMPLETE SET OF WORKING DRAWINGS ERT ARCHITECTS,INC. wHC111TECi'lIN1: CIINS'I'NIiCI'I().\ ASPHALT ROOF SHINGLES CONTINUOUS RIDGE VENT __ . _ .:...__._ T. —c 939 MAIN STREET, D1 ISa BUILDING PAPER �r 7 __ _ 5/e-CDX PLYWOOD _I L I 1 1. J 1 A ARCHITECTURAL - 'L - PO BOX 343 R-30 HI-BATT FIBERGLASS ,; y-5�*5-ems'-.�s"a .r_ .J- 1 l J i. _ 1. a t TO MATCH HOUSELE 1 i i. >,J.-' YARMOU THPOR T, MA 02675 INSULATION " I .. ... t '' L ASPHALT S 1 1 I. L 508 362 8883 tel - L i fax 508 362-4883 ALUMINUM DRIP EDGE -) t' - - W XR'rARCHITECrs. ALUMINUM GUTTER 11, 1 1 i t L. J I ., 1 IL t ' - .., .. J IX PINE FACIA -:_... _I .. :.[. &STORAGE J l ( L - RAKE PROFILE i /-:-; �� _..i.�___ ,_ STORAGE ._._:. '.:. _ .- ,.. � IX PINE SOFFIT W/ ____ �.' ------------ ..----- ----- -- --- PROPOSED GARAGE FOR: COR-A-VENT IXIO FRIEZE STRIP VENT 1 1 t i >>' T"1� 1 t 1 i T LA♦ 7� f )'' r _I :'r ` 1 1 IXS/IXL CORNER BOARDS IX PINE FRIEZE T J 1 11 J y 1 1x4 WINDOW/DOOR CASING I i W.G.SHINGLES JJ LLir I LIJ_r L A- eq1 1 I; e eqo THERMATRU INSULATED 1. I,- '` qo Tj 7�7A7� p. PAT DAVISYP.WALL NOTES - FIBERGLASS 9 LITE DOOR i r JJ,Y r 1 1 j 1 r ) L I ,1 HO YYARD & r A j DA Y j T`"T 4010 GARAGE DOORS :�:• - -+r 'f 1 L 1, r r J 3016 l 1-.i f?'M r I 7' ; 1 1 11. GARAGE.SLAB._ .__.-..., 1 i .._ .. .., .... ... _:_. .. ._ _- _ ..::.. ................... ........... ........... __ _...._,__....._..-_...._.__. _..._._.. _..._ .__ .. --I GARAGE SLABQI LEFT ELEVATION RIGHT ELEVATION 185 ROUTE 6A - - - (A' WEST BARNSTABLE,.MA TYPICAL EAVE DETAIL �� ' O CONTINUOUS RIDGE VENT SCALE 12 12 ASPHALT ROOF SHINGLES TO MATCH HOUSE 2X8 CEILING JOISTS ASPHALT RIDGE CAP 12 a IL'O.C. S/B"CDX SHEATHING ROLL VENT 12 UNFINISHED STORAGE 15.BUILDING PAPER RIDGE BOARD O_ A-2 _ 3/4'TIG PLYWOOD SUB-FLOOR IX SOFFIT W/ (STRUCTURAL SIZES �,�'� GLUED AND NAILED,TYP COR-A-VENT MAY VARY) STRIP VENT TIME PUNS NOT UE USED!OR PT:RBM ' OR N CNM UFM UN181�,STAUB 1 STORAGE i , STORAGE® @ SIDNED ITTR ORMU7AL ARaU=S STAMP ®. ..._...._ @ SIGNATURE ASPHALT ROOF SHINGLES � 1/2 TJI Ro 50 1c-O.C. IX FASCIA IS- FELT PAPER Ix FRIEZE 5/8"CDX PLYWOOD �• �\\ -I-' DATE ISSUED: 02.01A6- y AA� 2X4a14"O.C. 1/2'CDX.SHEATHING REVISIONS: 2 CAR GARAGEZD o PITCH SLAB I/01 PER FT TO DOORS `DLL TYVEK HOUSEWRAP 4"COMPACTED FILL SIDING(SEE ELEVS.) A \ �__ CONC.SLAB 2.10 RAFTERS ®GARAGE SLAB I GARAGE SLAB® GARAGE I OTHER FILLED FOUNDATIONS: ', 2X4 SILL SEALER e• wrna5 TOP I BOTTOM BAR. _ PERMIT SET 02.01.05 REST FOUNDATION ON 2BARS STRIP FOOTING. B'POURED CONC.WALL PROVIDE 2FO HORIZ.BARS AY. IN STRIP PROGRESS SET O FOOTING W/KEYWAY. RIDGE VENT DETAIL PBO°LTISS,4'-0 O.CNMAX. PRICING SET 4 SCALE 1-1/2'-1'- ' 'r PROGRESS SET C40'tMINIMUM COTOR VERAGEENSURE SECTION 1'' J 4 12 12� 12� SIDING (SEE ELVS.) I T _ I.l \ IIX4 RAKE TRIM II 11 1 1 --1 I I2 q 11L I y Il \ IX4 RAKE TRIM AJ 1, 2 q l \\ REGISTRATION 'TYVEK HOUSEWRAP _IL. ' ..1..1:�'It. t,. ?) 1 1J.�1 I r r 1 1 1 ...._.. .-._._.__... ..,...__ OJ 1 LJ 1 10 .,• _ 1 .LI. I, r, t ..,.1 .t.'. ,C..• ..I, sCr,LE. '/a-I-O I/2' CDX PLYWOOD I U I t L 11 1 T T i t 1 2"R C.SILL TI l 2X4 IG"O.C. 1';' I I ) r R-11 FIBERGLASS INSULATION Tf"T':'LT`17I'r — / "l r 4 MIL.POLY VAPOR BARRIERL-44 .f :L,L J .L _ L.f11 rL` :J•L�r 4 UNLESS OTHERWISE NOTED t T i'tJ'4 L J! f' T f; l,.� J,. L T J 1 _=f J , IL.]_LI_)�ry'k iL�l1•._lam ,{1L.:t(,tr 1 11r rl t.l I11 J IXIO FRIEZE ) I/2"GYP. BOARD f 7 i�T aL I �. 1 l T�' -u'T I SAVE DETAILS TOJr r. MATCH HOUSE ADDITION l +77 -C 1. L T L'LS.rI I ^t SHEET NO. 1�I,' I 4-Y J ��'� Sr r J L7 L 1 L L t 9080 GARAGE DOORS I 1 1 4''1. L 1. I1 7,t'.L.J 1�� .Ir'.-'1111 ARCHITECTURAL J. If, ' J., .1,. ,���Fl "l f Y JI.4J LJ_!1 IX4 WINDOW/DOOR - 1"T I l t�)-{{y 1 r J"" 1 7-I '7-I nl^ I rT-ti I CASING �1 ^ j7''ir�'1r �y--- SIT — �'1-JL., .,"� � Lr u-1'" 1-r�'1 'I;IT-) -* ) 11�J W.C.SHINGLES '-' =1j1 II I 1 L I ELEVATIONS, SECTION &DETAILS 6,:r I-`�- L 7r 4S' ., T`T'L. r1 1_ 1.C,r LI i 1 I 1 IL J t 1''I' r. r I TOTAL NUMBER OF SHEETS I f y 1 .. 1 .. IXS/IX4 CORNER BOARDS iN )1ty�J,.1......uu,, r - 1- rtr`� IN SET: TYPICAL STUD WALL GARAGESLAB_ L J UI SrJ r LET 711 Lq I Ii! fl __.. .- _ _....... ... ... . . ... ... �I /� 2 O . L�IaV '_;_ 1 ,,I GARAGE SLAB SCALE t-I/2'_,•-O' ._...._ ._..-.._ _.'_ .. •t THIS SHEET INVALID REAR ELEVATION_ -Ji FRONT ELEVATION UNLESS ACCOMPANIED BY --- A COMPLETE SET OF WORKING DRAWINGS