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HomeMy WebLinkAbout0020 ICE HOUSE LANE - Health L20 TC-EM USE LANE;BARNSTABLE =258-038.092-- 4 I r e • yiF TOWN OF BARNSTABLE c LOCATION �© TCc Noes r t�1 SEWAGE# 9 01M :'`:VILLAGE_ �A2nTA�IP ASSESSOR'S MAP& LOTS jL8_nn� INSTALLER'S NAME&PHONE NO. F M 0.Gt� s l Cr SEPTIC TANK CAPACITY / S—b D GoqJ�O LEACHING FACILITY: (type) b0keil MAr'Y16c,cI (size) �a/0 X oZ,S .-NO.OF BEDROOMS .3 BUILDER OR OWNER dGvA2� Lt/i�IA,�� PERMIT DATE L 7' COMPLIANCE DATE:. }e�' 4 <' Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility — Feet Pn'vate Water Supply Well and Leaching Facility.(If any wells exist on site or within 20(Y\feet of leaching facility) " ' Feet Edge of Wetland and Leaching Facility_(If any wetlands exist. within 300 feet of leaching facility) Feet > Furnished by { > le to 1 I t� 00 d'1 v i O wi No. �C! Fee THE COMMONWEALTH OF MSS C U A A H SETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS application for Migo9al *p5tem Construction Permit Application for a Permit to Construct K)Repair( )Upgrade( )Abandon( ) ❑Complete System El Individual Components Location Addres o< ot4N�o. Z !��� Ow� n;r'S Name,/�Addressd Tel. ,� �j �stJ GC/ Assessor's Map/Parcel Installer's Name,Address,and.Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size �2 so.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 31C9 gallons. Plan Date 2--0 Number of sheets Revision Date Title Size of Septic Tank Tyke of S.A.S. s G, C L e Description of Soil Vloco 60'P7, -f Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to plac the sy t in operation until a Certifi- cate of Compliance has been issuedliq this Board of Hea . Signed Xqfti Date Application Approved by 6_ r Date Application Disapproved for the following reasons Permit No. — Z�� Date Issued 1�` l'- .�il.r;'«-+n�^'y,r--+.w-�:.�+,i,..n�. ^�""'w..vr-...;�-.�,..;:.�,:;iy;;...+.;,,r,.=n+::__;,;' -�-..±.'_. ...�+r'.r w, -.�:^.'"_.-..:w- -r��eayv`..«w�a...,..r...x. �•.Mti,^+..�..,'ti+++v---`-�°".... i" o. 2 Fee �0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for Mf.!gpogar *p5tem Construction Vermit Application for a Permit to Construct K)Repair( )Upgrade( )Abandon( ) ❑Complete System O Individual Components Location Address or Lot No. �0S Own is Name,Address d Tel.4vo. Assessor's Map/Parcel Z 5—P 3 Pr. Z 63 13 S��VSZ0 i ^ Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �? Type of Building: Dwelling No.of Bedrooms °'' Lot SizeZ�sq.ft + Garbage Grinder( ) f Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow L gallons per day. Calculated daily flow 3 342 gallons. Plan Date r/�f Z-y Number of sheets Revision Date Title Size of_Septic Tank '5 lJ Type of S.A.S. S ' C40f C' Description of Soil 4!,?4�a) LG/&17n Nature of Repairs or Alterations;(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system. in accordance with the provisions of Title 5 of the Environmental Code and not to plat th�in operation until a Certifi a Cate of Compliance has been issuedA�ythiBoard of Healt . Signed Qee o Date Application Approved by �-` _ Date Application Disapproved for the following reasons Permit No. 2 4/,R—• Date Issued THE COMMONWEALTH OF MASSACHUSETTS , BARNSTABLE, MASSACHUSETTS (tertificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed Y K Repaired ( )Upgraded( )�' Abandoned( )by at hastagn constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 9 —2` r dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date l.d 9142 Inspector No. / �� -----------d� Fee �B(/• .�---•� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mwi,5POOi *pgtem (Construction Vermit Permission is hereby granted to Construct(�<4epair( )Upgrade( )Abandon System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the dat2�E . Date: ��" p" Approved � e44A--7 r A.4• 9' • • REBUILD EXISTING ]�_. qa COSTING DECK FRAMING SHOWER DRAIN TO 1 V YY VV /'� 2yAA0 NOR /'^ 2Yh110 Oft. / TO Be REMOVED DRYWELL 8 G / cwRR-1 -'% A.5 FOOTING C,''ODV MI I! m EXISTING DECK FRAMING 1 �a C7 �IV TO REMAIN I TYPICAL WALL CONCRETE B'THICK X VERIFY NGT O � - = CONTINUOUS 16'"BWALL� ' PROVIDE a8 REBARS• METE FOOTING pg '6 12'O.C.VERT IN I U� — v--v— EXISTING FOUND.WALL 11 i ` i PROVIDE Wb'ANCHOR OI I/ • • , - MIN 7'0 96'OZ. 44 I r ——— - - ALUMINUM FLASHING ... I.BOLTS•86.O.C. AI. • ' MIN r4U4'PLAT! � �—n � � �--n— .. ADD NEW WALL NOTFr / I - 'A'"4'177D' CONTRACTOR TO REAL LeAKIN WA�1lR 1 ` I TUBE STEEL COL. OF E ISFOR TING FLOOR JOISTS ED SUPPORT - FOUNDATION AND PROVIDE BUDGET TO' IN BALANCE OF WALL THRU BOLTS 7-5 G S In,CONE. FILLED MISSING u✓ :MU. PARGE AND BPJLL LEDGER BASEMENT STL.LALLY COLUMN ` � � I I I 4'CONCRETE SLAB ON 56•KSWKI2•OF. conrrRAcroR To PRICE SEALING. EXISTING g AI O S __----� COIL.rOOTING, TYP. CONCRETE WALLS AND FLOORS. yyVi I I < o IN EXISTING AND NE'H AREAS _ CARRYING BEAM aI I ' IA - _ - - VERIFY JOISTS SIZE• SNul r-- q�{ A a QaI b , I I——— —— - .. B ,. .-`' SPACING nETF FRAMING FLAN 3 33g ' L 2-2x@ PIT. DROPPED GIRT O FRAMING HANGER __ BM _ r _ ga PKT.. ALIGN FLOORS ao - - .. 61W P.T.POST - . .gip '• M1° < ------ O - X _ did - N411 OTCH H B"6 PTOSS' CARRYING BEAM pgQ� _ NOTCHED OUT FOR gp� x \ - I I I. b ______ ADD 96'W.ACCESS TO _ ( L 6 BOLTED 'IL' d oIJV 0� 3Wdzo• I RECESS BOLTS 91MP•JON CBG66 _ U =� _ / I IL< S - r—NEW BASEMENT POST BASE (TYPICAL) —=--= FOOTING MR PUN leg 'T/G.III SUBFLOOR 81 — —— —= ——---—— '� FIISHeD GRADE ' cn 91, GLUE t NAIL TO JOISTS W S pAI I _ _———. PROVIDE q6 R®ORS.• _ - (TYPICAL) e. a 4. Q E— Bee TYPICAL WALL DETAIL - - 4 yeOCB_ /� EXISTING FOUND.WALL r e Z X$ y VLRIFr LOG. -III _.. :, .. a RIM JOIST OR DBL,PERIMETER / D =II 6 c OWE/] S, COX P.T.PLYWD. A. A•a 4'"4'".28• L�� eoTTaM6� TYPICAL DECK ®SILL DETAIL / Tvee STEEL • •o gI III mo 216 P.T.BILL 2x10 16°'O.C. SCALE�I SILL SEALER D6�ICO.1C018T8 _ - - : - oI •` .. - - 5/8' ANCHOR BOLTS 0 ' •- _ _ € HANG FROM EX19T Yp' x DECK MDR. IF - `- � � MIN.-7 EMBEDMENT OI POSSIBLE - / w/8'X8'x174' PLATE WASHER M - - . U II FILL 4 TAMP W OUT FOR TO,STING DECK FRAMING, 1*/Fr. SLOPE.REMAIN IF POSSIBLE. - IY BED F %STONEIE - yI o1I WHERE NO GUTTERS - I ; --- STi2U�TURAL PIPE COLUMN OR. / III u - ` S NOITI �T�EXGE FILLED0 IPS LOADING - II a i AROUND ALL OPENINGS - - t/OIL 84 IN-.HEIGHT. MAX SPACING 7-O O.C, BITUMINOUS JOINT FILLER, f• I a TOINT BE AL N LEXIBLE W DAMPROOFING 4 4° CONCRETE SLAB Q U Z I' Tp %2)2 10 LIDR iSA 6 MIL. POLY VAPOR HARRIER �SIKAFLEX IA"' Z ° % II c CONCRETE FOOTING °..' LU % II 3'-0"X3'-0°x1'-O° ASE PLATE Z W 0 W 1Lj 111 6/6 WWF, TOP 1/3 //—B II 5 IGAL SILL DETAIL OF SLAB �. �W=� SCALE 1-1/�" � I'-O' w U) PROVIDE 10'DIAM:SONO- _ \• \\� �--------------- y w V TUBE MMGFODT FOOTING BF-26 2 10 NDR. -{ DO NOT BACKFILL WALL ,. _ •' • .. •° 4 Q FOR COLUMN SUPPORT ABOVE - SIT..JT.FILLER, • ' TYPICAL 2'-I ' V- 9,_I. UNTIL CONCRETE WAS - • �. ATTAINED 7 DAY STRENGTH .: TOP OFF W.FLEXIBLE 'i t .. i:'• a .. AND BOTH TOP•BOTTOM .. JOINT SEALANT ,Oro ARE rROPORLY 4 • f4 REBARS CENT SERCURED. _ BOTH WAYS (T PIGAL —IIII—IIII �F LL TAP 1,3 a _ :-�;• SLAB 20 0e RENARD, CENT. — 4•cONc. TOP 4 BOTTOM BASEMENT NOTES: CARRY DAMPRODrING IIII=IIII .,. F�ConrncTec a z z OVER TOP of -1I I1=1I I . -.- I.MAIN FOUNDATION WALLS TO BE 6' CONE.W 21+18 B4RtA TOP FOOTING, - - @ B Q 6 BOTTOM REST FOUNDATION ON 6'XI6Ep FOOTING. _�III -,. 9 qHl PROVIDE SIa6 HORIZ BARB CONTINUOUS I ST/r pFNOCO�HTIINRG W EER"'JJJ j °Fy1iR9 BOLTBMIBAPO.0 TOP OF ur�9'"S'xl/4'PLATlDFL48Nlfi 2X4 KEYWAY. RCji TYPICAL NOTES: 2.ALL STRUCTURAL STEM coLunNe TO BE 6 1/2'CONCRETE FIL- LALLY I a COLUMNS TO EXTEND TO FOOTING 66.o1i.PROVIDE 6x646/6 CAP PUT.STRUCTURAL lNGINlER/DlBIGNlR O PERFORM FRAMING INN-SECTIONRIOR - IIII 6 7'"12b/4•B48!FLAT!W 2 Q/4• DIA.BOLTS.WELD ALL C24NECTIOIIS ppp � gggg� ��Bea1 WHEN FRAMING IS COMPLETE AND PRIOR O lNCLOSUR!BY INTERIOR IN. MI � p Ij WALL PLASTER BOARD/IINIBN. roorlNGS To B.D6't86'ai2•SQUARE CONCRETE W 6 M6 BARB IACH WAr. III , - .:�'.� '. ., . .. 10111 WEATHER ALL 6, DOUBLEP OOR JOISTSUNDER ALL PARALLEL PARTITIONS. .. '... + ..:. i a EXISTING NOUS!COMPGMElTS AND INTCRX7R8 DURING CONSTRUCTION 1. CONTRACTOR TO PROVIDE BABLMElT VEfTILATION AS —I — I=IIII—IIII AND CONSTRUCT TEMPERARY B A6 1'7AT Bc REWIRED BY CODE(WINDOWS oR MecMANICAL IIII—IIII—III—IIII—II II IIII—IIII—IIII=IIII—IIII— NECESSARY O INSURE O PROTECTION. _ E S VNTIR4CTOR BNALL EIBUM THAT ALL FOUNDATION WALLS MAINTAIN —IIII=IIII IIII=IIII=I I1=IIII I II I=I II I=IIII=IIII CONTRACTORL SMALL BIT.INB!'ECT ALL EXISTING yB PROrOSrJ) 11 MINIMUM COVER - CONDITN7NS 7'RIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER - - \ Q ANY DESCRLPANCIES AND/OR CHANGER THAT MAT B.WCOUNTERID. 6.PROVIDE W®STIFFENING PLATES AT ENDS or ST!!L BIAMB,.TYP. — — J CONTRACTOR SMALL CONSTRUUC�TT AND MAINTAIN TEIMPORARY WALLS/ COLUMN FOOTING DETAI L SNORING ETC.TO MAINrgqIN/PROTlCT EXISTING wouse AND STRUCTURAL T.SE.STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. - - ^ INTEGRITY OF EXISTING NOISE. L CONTRACTOR SMALL NOT SEAL!DRAWINGS FOR DIMCNBIONS ANY MI891NG, A .CONTRACTOR SMALL 81 INSPECT/VERIFY ALL EXISTING VS,PROPOSED INCORRECT OR ONESTIONABL!DIMENSIONS NOT mml"ua 4 SCALE 1-1/2" P-O" p si T� DROUGWT O TW!ATTEfT10N CONDITIONS PRIOR TOO AND DURING CONSTRUCTION qND MAKE ADJUSTMENTS IN TI!D�IGNlR Became TWIN RESPONSIBILITY Or THE CONTRACTOR ws m AS NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS O O WORK PROGRESSES. 4 INTENT Or DESIGN IB O ALIGN NEY FIRST FLOOR SPACES W COSTING ;., FRET FLOOR. eONTRAeTole BWALL ADJUST TOP ar FOUNDATION WALL AS TYPI.GAL SLAB FOOTING NECESSARY TO ENSURE DESIGN INTENT, - 10.CONCRETE SLAB TO BE 4•FOURID CONE,ON COMPACTED FILL CUT JOINTS ALONE:WALLS AND BEAM COLUMN LINES, SCALE I-I/2" - 1-0" pp ! m o LtGWING z Y8 BLOCKING r10 w/BEAD Ix TRIM RECESSED . - . - Z B q A.4 REBUILD EXISTING 9NOWER DRAIN TO - DRYIN - r EXISTING NEW - - - DECK ' I EXISTINGLAY- I Y - A Q J -O--L_ wnLL � Fm ' .per REP y a OVEN i _ _ _ o � o3� Lf �' (J vv a NEW ( I I NEW- I TIME STEEL COL, -. f------------r-- DECK I I VERIFY WIRES F b I I MUD RM_ m� J_LFL 21!o-UTLET Lo�.l-------_ KITCHEN I --- I ..FAUX ED BEAMS-.�I - dT/CI I '. .. gi A 9 I " I I. aL--J o i i q w �3 A.a I I Tw v-GR(}Ipyl e Z /p CEILING 1r I u .Ew� .jam < w/ :.L f LE 12' P4 En Q 4v 3 i I I NEEL BEAM TO - = RRY EXIST. -NEW CAP!DOORS e .ROOF{SNED DORMER - w/PULL OUT SHELV - - - - . _ I I A - A I I' E: KIN g 4's4'e.@S' TUBE.STEEL.COL EXISTING DINING A.4 0. Y Z W DEEP BASE CAB. - '. EXISTING i .. - }Q W ptDEGK6 uVI2'CABINETS DEEP - � _ .` Ir IF - Y- Z fu ZQ d NEW W"FROJGI - - (V J Q W j W- - 4 3/4'CROWN MOLDING - IL Lu; - LL aw lu uz LIVEXISING ROOM 'sTYLes N U n to LL .. . - ADJUSTABLE .. SHELVING - .. ADJUSTABLE ' SHe1.VING - ow TV - ADJUSTABLE ADJUSTABL! 17 sHlLVING SHELVINGgill$ 1xil'ad Is I , 1. eL exreRloR wALLs BNALL Be'JX4 - g •k O.C.UNLESS Ofl1ERWIBE ED. - m WALL KEY i'tio.c��uNIL!°ResERWI 11B0fF F o EXISTING WALLS Lj - _____ WALLB TO BE REMweD NOTE- S•CONTRACTOR ePALLRIO VERIFY ALL WINDOW G C RON OPENINGS PRIOR E ORDERING WINDOWS. ALL WINDOWS ARE TO BE 4.CONTRACTOR SHALL VERIFY ALL DIMIDISIONS Ell I I .i 0 PROPOSED WALLS PELLA ARCHITECT SERIES PRIOR TOCONSTRUCTION. � , aR o a INCORRECT DIMCNSIONB-NOT BROUGHT TO - VIC pill NG TNC ATTlNTION.OF TN!DESIGNER " �' �— A _ L.ACE 4 PUILT IPA CABINETS O � l JUL 2 f 2010 8. 0 LV gam - j 4 3/4•CROWN.MOLDING > -. IXISTING EXISTING --- - gSNu vi v . 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MATCHDETAILS Z e ASPHALT ROOT GNING .. 21A0 RAFTER p 3 CW7 MATCH EXISTING ° 2°6 TOP PLATE RIDGE V '},•COX SHEATHING 6/6•C.D.X.PLYW000 ROLL VENT R30 BATT INSUL. _ �(► �g F� GY®UI/BKIM COAT PLASTER SIDING SEE ELEVATION RIDGE VARrED S - be CONT.STRAPPING 0 i O.C. BAFFLE / MATCH ASPHALT SHINGLES �A 'C� ,p 'TVVEK•HOUSEWRAP _ // t9A Ix ICE,ANO WATER BARRIER MEMBRANE / Y°COX PLYWOOD CARRY UP W-0' FROM EAV! // 6 pl OCKING lee FELT PAPER - AL. DRIP EDGE -. - // 2X6 0 IW O.C. BA•COX PLYWOOD OVER.ICE 6 WATERBARRIER RA ER VENT R-19 FIBERGLASS IHBUL.. - WHERE INBUL ALUMIN.GUTTER 6 MIL.POLY VAPOR BARRIER R-SO INBU - Y3y � - - G.W.B. - 2x10 RAPT 5/4•A.C.PLYWOOD; H CORA-VENT�STRIP"VENT _ - YLaT EXISTING a - •SIDING - - V NOW,*Eic801 , :. TYP.-WALL - - z o YPIGAL RIDGE VENT DETAIL rL SCALE 1-1/2' P-O" C/1 I55i L T PIGAL WALL DETAIL w SCALE.1=1/2° p-p' Q Cw-• i 1CAL RAKE DETAIL zg "T SCALE 1-I/Z' 1'-0° c O V co a �Qd 0 LAY-ON ROOF 2.8 CEILING ;III/2Xa 16'O.C. K..1 JOISTS16•O.C. A2)1 Ulf$'LVLEXTENDED DORMERRIDGl _2)1 Ulf���LVL' -' � CONTINUOUS RIDGE VENTRIDG2x10 16.O.L. TOD� D DDORMR ROOF L 2x&RAFTERS - A H DER y,PAST ME - '. .1 I I ASPHALT ROOF BHINGL90 2xS CEILINGCH EXISTING X'a R0, -_ MATCDX SHEATH JOSTS I6'O C 2ylxe H _s'' -2)1 pN 14•LVL II it II II II 11 - II II II- .II II E _ '- ,2XIO 16 1�.L.- D>•,BUILDING PAPER t " Z La NEADER II II 11 Ib II II 11 II-. II II -il ..-. JL---+ J___ �- A.S. _ /.� _ __ R-80.FBGLB.IN9UL � � W r- -- -A.4lu _ WIOX26 - A � RAPTlR VW'T $ - WW 2X6II6.O. n- n n n u• n n n n uI 'n -NEW STEEL BEAM TO 14 .I L,D(ISTING SECOND FLgOR _ _ _ _ nnnn u II II n II 11 nCARRY Df18T. A.5 - I .4 A.4 R-19 FBGLS.INBUL 11— II 1 YI II II 11 I - II 11 F II - ROOF SHED DORMER I 1 1 Q W= _. I/2'COX.8HlATHUVG U U U U U U U _ HDER IX FASCIA W/ O -,.. 12'GWB -, EXISTING WALL ,- - - - io 1 • UVL FAUX. ,f 12)1 •7i' VL ALUMINUM ER - Z .. Q W u Z CUTTER VAPOR BARRIER 1 BEYOND - • CADER 'I - .CASED BEAMB�- I IHDER IX SOFFIT a TYVEK HOU111 / I PADDED OUT TO Q «m \ MR-A-VENT STRIP VENT \ U I BEAM SIZE !� « / fY II. - _ SIDING(SEE CLlVB.) p .. _ MATCH EXISTING - I - F A 1 I IX FRIEZE .B/4'T66 PLYWOOD BUB-FLaOR I ii'z - I i A.5 I I E MATCH EXISTING GLUED AND NAILED, Tyr . « - g - i i i i -A.5 1 A.O i i FAMILY ROOM 1 i A.O A 5 2X8 D JOIST i ALIGN FLOORS EXISTING FIRST FLOOR _ _ _ O.C. �._ I I -. 2X10 1 y O.G i' / S D6ES.KOJ01ST9 IXISTING FIRST FLOOR _ _ _ B 2-202 DROPPED GIRT �2yJFt0 HDR.. A.S 2-P12 DROPPED GIRT \ g p I0 0 I yew S E _ b - 20 a K•oc ato a I6•D.C. RIM.alai / EASEMENT COINTAIN R SHALL v VERIFY HOT Q"NEW- FOOTININ OV MINIMUM F NEW 2Xi PT RI FOUNDATION WALL TO + O QS =FOOTING COVERAGE « BASEMENT EXISTING _ YI/SILL SEALER - ALIGN BLABS B W Cow—TLALLY FILLED 5ASEMENT oN E6•Xe6'X12• -"ALIGN SLABS CONE.FOOTING, ,Yr. g$ PROVIDE lo•DIAFI.94110- •CONCRETE / - ` I I TUBE W/BIGFOOT rOOTING If 2-M CONT. VERIFY HOT OF NEW i g E g Too TIT. / OUNCATION WALL TO k1 E Ar V TOR COLUMN euFFORT 1 , 1 S'THICK XVERIFY .. ALIGN SLABS p2� p 8 . Aeove TYPICAL ` / / e V2•La+e.FILLED COW, WALL / 7 � \\ \ ON 561x061I COLUMN 6•COMPACT Fl CONTINUOUS 16", \ _ A.O rRONID!w DWL BOND- - m FOUND NON OF L T CONC.FOOTING, TYP.. CONCRETE FOOTING W/SIGFOOT FOOTING O.FOUNDATION WALL TO 6 er-26 rae coLunN BurrORT � � ALIGN BLABS ABOVE TYPICAL 7 6 �ASECTION A.O c A.O A.O S GTION � d N Z JUL ��� 110 MPH WIND ZONE REQUIREMENT FOR 780 CMR 7th EDITION MA STATE BUILDING CODE 2m STUDS 0 16' O.C. RAFTER 1 Ib"O.C. MT612 0 EA. STUD - 0 N ua 142.5 0 EA. RAFTER o �� o us - o SIMPSON ° TOP PLATE _ o CBG" (7 4A.x9) it _ °gall I. I ♦ d3 Z pp{{W - - &ii t•ii i� - - LTP4 /'32" O.C. - ./ _. �� l I I p - 51W ANCHOR BOLTS 1 56•-O.0 - �RAFTER TO PLATE CONNECTION e 4 :D 0 9;8pb SCALE,N.T.S. off„ MIN. 7" EMBEDMENT I5� zh . _ u✓5'x5•xl/4' PLATE WASHER: = ru�sG . (6' TO 12' FROM END OF PLATES) 00 O FOUNDATION CONNECTIONo a�ff FL R T F UNDAT - SCALE,N.T.S. .._ SIMPSON STRONG—TIE C Q " zS� tSa�o MP B , SCALE.N.T.S. - _ 2x& PLATE Ej OBL TOP - - E 6 j - - SIMPSON SP6(20 GA.) - - - O W C/� 0 HEADER -PULL - WOR ROPER LIFT STTlq M- - PU L W.T.STUD .._.. P. :. ..... SIMPSON STUD JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING ' - - PHD (14 GA. WINDOW SILL J COMMON NAILS BOX NAILS - - - - - - - ROOF FRAMING TE 51W ANCHOR BOLTS 0 56' O.0 Q ., 8LOCKINQ TO RAFTER(TOE NAILED) - 2-Sd 2-IOd EACH END -. .. S"xll/�4' PLAMTTErWASHER - - w MIN .. RIM BOARD TO RAFTER(END NAILED - °..:2-I6d 8-I6d EACH END .. - ` ' . :., -. U W. W WALL FRAMING II t2'r.A. ANCHORS TYP. z w^ g E TOP PLATE$AT INTERSECTIONS(FACE NAILED) - 4-I6d 5-I6d AT.JOINTS � I - - 3 Q ul W uj STUD TO STUD(FACE NAILED) - 2-16d 2-16d 24'O.C. - II O W HEADER TO HEADER (FACE NAILED) - - I6d I6d 24'D.C.ALONG EDGES - .�f+ m FLOOR FRAMING U �=.F O JOIST TO SILL, TOP PLATE OR GIRDER(TOO NAILED) • -4-ed 4-I0d PER JOIST V Z BLOCKING TO JOIST(TOE NAILED) - -2-Dd 2-IOd EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) _ - S-16d 4-I6d EACH BLOCK - W Q LEDGER STRIP TO BEAM GIRDeR(PACe NAILED) 9-16d 4-I6d FACN JOIST STUDS H S l7 ucl m JOIST ON LEDGER TO BEAM(TOE NAILED) - 9-Sd ,5-I0d - PER JOIST - HEADERS BAND JOIST TO JOIST(END NAILED) - - 5-I6d - 4-I6d PER JOIST - - - SCALE,N.T.S. - Z _ BAND JOIST TO BILL OR TOP PLATE(TOE NAILED) 2-16D S-I6d PER POOP - - ROOF SHEATHING �SEAn t STRAP Q WOOD STRUCTURAL PANELS - - LSTA 0 EA. RAFTER - RAFTERS OR TRUSSES SPACED UP R 1'D.C. ad IOd 6' EDGP./6'FIELD 2'V RAFTERS OR TRUSSES SPACED OVER Ib' .G. Sd IOd 4'-EDGE/6'FIELD - - GABLE ENDWALL RAKE OR RAKE TRUSS lu/°GABLE OVERHANG Sd IOd 8' EDGE/b' FIELD - END DISTANCE GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL 6d IOd 6' CDGE/6° FIELD S a z OUTILOOKERS GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS Sd IOd -- 4' EDGPJ4'FlELD CEILING SHEATHING ° L RIDGE BEAM ° ° a gp GYPSUM WALLBOARD 5d COOLERS - 7' EDGEAO'FIELD L� - 2)16d COMMON o Glial NODE, NAAILSB• O.C. oyg WALL SHEATHING RIDGE STRAPS ARE NOT siMPSON $B � REQUIRED WHEN COLLAR TIEB OF PLOD (14 GA.) - F WOOD STRUCTURAL PANELS NOMINAL Ix&OR 2x4LUMBER ° p2 ARE LOCATED IN THE UPPER STUDS SPACED UP TO 24'O.C. ed IDd - '6' EDGE/12•FIELD o ° 8 THIRD OF THE ATTIC SPACE AND - o ATTACHED TO RAFTERS LOSING 15'AND UM WALLBOARD PANELS Sd - 9' EDGffAO FIELD 5)IOd NAILS EACH END G $'GYPSUM WALLBOARD 5d COMERS - 7' [DGFJIO' FIELD � \ FLOOR SHEATHING c (�)c ORNER STUD HOLD DOWN 1WOOD STRUCTURAL PANELS SA IOd SCALE,N.T.S. - E I'OR.LESS 6• :EA' FIELD � BCALG N.T.B...N S � � co V d _o b' EDGPJB'FIELD _ - N - z u' GREATER THAN I' tOd I6d �_ 2010 TYPICAL LVL/GLULAM BOLTING/NAILING HULTI 1 9/4' BEAms r . anra6 o-v �swsauo wuu�a,oa - .�' r � c r • .. 6 pdra DM' 9 IOOA OF V r MAM 4b0.Tf•t r*Jr. - - - - 77- - --7- -- - -- r 1 I Q 0 - 1 HIM��E� ISTING j I >$ i C B pay¢ g g NEW STEEL BEAR A A,4 O)I'koq%'LVL eAECH�EwD s4x4x.�5o P-O�ST - -- =T-�-- aLuAeY-N A,IstJF!Ro� D - wADR� C. r - -i_ o pao��$x - - 3 sutO 16'O.C. 1 �opg ' I T /� C" gal a)1'fa11'4'LVL W RIDGE II I I I I �I I I 'I i A' EI I QQ E •I I i I I I \ I I - - - y� � _POST c 5 DN d A.5 �` OWC�%Z � . 2)1 gaIt •LVL MEADER 1 EXISTING , ! ' �A6 g r — — . A POST ON HEADER �n is ON T .I I I I I II !I IOC Iji __ - - I f - - - 0�'•' tI ji. 2.10 16'O.C. - - -- - -- - - -- r' 4.O.C. /IRST P06T POST R t ' W TWO JOIST SPACES s DN ON - - V fTYPICAL lu - r A B )I I LVL Z Z A.5 A.4 wBADER 1\\ W' °, Q QUWLLI iVd ii I O Q EXIS I 0. 1 W z LL i EXISTING ING i i iI r, i . . W O �to W Z _ u n O _of _ n W 101 IL k I 1 11 I I - ` 1 i f h ' ROOF_ AN 1 i L1 EXISTING i j SCALE. ro e , ty I I i •�$ _ L lox- _ ' $Ill co / - rO F O C co ce . w O C, R It it #)nip 8 Im ° .'NEW AND EXIBKIN4 FTO BE NON-MOTI LOOD LIGHT - _ - Y o- GARAG WI e v , I O move EXISTING WALL OUTLET A8 NEEDED- _______ _ ——— _____.--_____,__ ___ ��•ia _ .. I --_— ---GFCI GFcI J W� Wffi _ ".. - . -1„•_ h - I II I ,,� I I DESK REF . UNDER'C,4161I _ ... .- ! LIGHT .. :.OVEN. .. O �I PIREPLACE I I I ,I µ. R U SWITCH' LOCATION.'':zt -VERIFY FLOOR / w/EXISTING SWITCHES::., 1 ,..I-.. 4' II ------- : _ 1 ; . ----- MUD RM- 1 - ,: ,, n t/c KITCHEN �1 + rn o a, '► �;q x � t 1 I Hr \'< �. ' L �C r ry v� -- rl II F OUTLET FOR , LFIREPLACE'H 1 ~d , e a - AND Df 8T NCH.. ' I .. _.m . .. ._ ...- I17G --- . .. ». TO BE NON-MOTION _ .. f. T U . _. .' p -CABINETtu - DER CABINET - ... .' DINING \_ PORCHlu - G DE K. . . .�.. Z .. .. Z:E — = wg --- n w Q _ .- .. .z , r W ..y ED t . � a��z r W a ' LIVING ROOM U.nm t v LEGEND 1 " * BATHROOM, COMBO : �-'RECESSED LIGHTING 8 DUPLEX OUTLET/SPLIT WIRED �, FLOOD : DUPLEX,OUTLET SWITCH SINGLE PO � b 4 IT 1 LE ,,g FL Qp 6 9 e HALOGEN TRACK LIGHTS :OUAD OUTLET SW GH"2 POLE _ W LIGHT RECESSED BB SINGLE BULB FLOURESCENT STRIP $'226 VOLT OUTLET ONE KE SHOWER N PH -® SPEA REXTERIOR LIGHT � � 2 BULB FLOURESCENT O FLOOR DUPLEX OUTLET EBpill __ Q INTERNET. ® SMOKE DETECTOR ❑ FAN ® ® BATHROOM FAN` u'll gpppCEILING LIGHT- ' DOOR SWITCH1 Ri l®CAN KgleDIRECTIONAL_LIGHTING CEILING RAN/LIGHTWALL'LIGHT . _ p �� � 1 - 8 0 BATW N g. BEDROOM 3t2 O BEDROOM iKi shmdp 11159 ELECTRIC TO THIS OWN; " - LIGWT FR@7- %T. I - - - -.---- `---- SWITCH TO BE " �-_�---- -�--- --__�"--- --- REYIOVED OTHER LIGNT9 P�tOM THIS SWITCH TO REMAIN LOFT ZXISTIWQ SWITCH - .. ..CEDAR - - r---- r-_------- I I I 1 �•� • 1 ` • oil y t • 1 O k w U lu J W W Ll W W — Y O IL Lu O R W IUZ a W uQ MASTER BEDROOM ' V W LEGEND N * BATHROOM FANLIGHT COMBO RECESSED LIGHTING DUPLEX OUTLET/SPLIT WIRED, $ SWITCH SINGLE POLE. $FLOOD LIGHT t----- DUPLEX OUTLET ' Ba e-6-e SHOWER LIGHT RECESSED HALOGEN TRACK LIGHTS � OUAD OUTLET $#SWITCH 2 POLE 888 _ I ® 8 ® SPEAKER -- --- $ N ggg g BBE��9 1 i. � SINGLE BULB FLOURESCENT STRIP 220 VOLT OUTLET ' PHONE - r} 110 EXTERIOR LIGHT C__j 2 BULB FLOURESCENT O FLOOR DUPLEX OUTLET ®INTERNET SMOKE DETECTOR ®DOOR SWITCH BATHROOM FAN + g � g CEILING LIGHT El FAN ® g ®CATV S DIRECTIONAL LIGHTING CEILING FAN/LIGHT m D+�WALL LIGHT o � • .. o ui •s0. r.o A&7z 4 TOP OF FOUNDATION •" S/DC5 Ta 8,E RI-_ van .qN/� �L�74C/1Ct1� R CONCRETE COVERS W,,r" S4-Pv R \\ ..4"C- 5T IRON1.,9r}•. =Try NiwcrGays Pv../� _ , Gov. 4,SL „ OR SCHEDULE 40 /r1 4"SCHEDULE 40 RV.C. (ONLY) LEACHING TRENCH (/ )REO. P.V.C. PIPE MIN. 9 MIN . *� PIPE- �11N. „ 36 MAX. t++ ti•...+1 .,Lo�us PITCH I/4"?ER.,i• � PITCH I/4 PE.R., � I/8 I/2 WASHED STONE } � 'T. a w•. .a .acs'_.,` -.r.ays:::u• in �.....- 2 �,�ys 1. lti� 8 t7 C7 CJ C-,pr'q •O q CJ_ L o E1 INVERT DIST. INV=RT � Ca'ic�r C7/I�'.'C7 'Cl ' L7' CO 'b' 24" SEPTIC TANK =L 4SoZ 69� ' EL .. INVENT - .... BOX q C1'�: /SOO. .-. GAL.. INV==T � - - EL¢szx.. INVERT Precast 500 Gal.Leach 3/4"-1I/2"-/ I a EL .d..(. _CRUSHED STONE r �L (z ) REO. Chamber WASHED STONE w• z o .qs z-3,�a 616 ¢-s ��� z PROF 1 LE 0� y �> 3 7 GROUND WATER TAaL= SOIL LOG SEWAGE DISPOSAL SYSTEM TYPIC=.L CROSS SECTION -F M ¢ /f8� -_ io.;ao. .,gr1. ,) SCALE LEACH I NG -TRE!NCH EV. . .45r1 DESIGN DATA / -Wogog Ad & 3oi 1.. .0 2, tZ 44w.sir-' g TOTAL c571;A =D -LO',Y ?� GALLON S/DAY C NYt'Y S o/` S✓8• .moo/t. _ 7�1J, S 2 Q Q .C� 4', / : =::iTv�.l 4C:;!':'3 AREA 7 SQ.-T./inENCH� z•p73 �= b O' FCO Z G�rr ' /SI 3Z C•I.0• - - �_• d' - 24" L-Z 3o :DE LEACHING AREA . . . . - P�c• ` ... . . . .. . . 5.., T./T TENCH/iiZ.o _�. Di b - l j CLAy/ i Fi.v G RE GE 7'.S?^ !�4/!/�'.. .!50�� " RE:1 �� / SAn/r TvT.L LE riNG i.RSa 47Z .�7..: SC.FT. - - - Roues =COL ATIC'� c � .r//�►� .¢ �'1/.v/ R. iNC;i ��, ,r �fCL/�,vt L_AC;;►NG AREA PER PERCOLATION = 3�1: 3 c,^ T:,3LE /c8 ez 3t. �o /Jz Ez 3c.80 APPROVE] -:A,=3 OF HEALT:i o b ,ovo COut,TE'ED DATE .. . . . . . . . . . . `'111T"; ESSE_D `;Y _., OR itisrE C? zz6v SE1Z1zr. . Dtiw.v.wC . . . __,,; o= - ZoT �� �� `.�,,c �30 ,�,r- 2E'4c 5 - . . r . . 4VIV. . . . -La-., . . . x 4-o r i / - , • / � 3�, � z�' 4n - !�, Po:��r `\ / ¢R �, • �Ey7.r�- T:'S+• _ ^cr _'" .', ar _ 44r- -_ 7 fig, _l E�•9 \ �\ � � 46 �e z � \ � ._„_� � 7e O 7" Q Z n�R�=Y_ a /9 9 7 �"C/r GG �9 /v'b- /S �1i► D ' A r BAD G s 8 �' 7t- oze At S7 ,q VC-'ya/Z t N 0 mf,,4�sq ► � TH 0� � a o� EWV os '` ow/v�ns - /�owA�eo W- r �,eGi.�%/a LVoo«G �J E. ♦c- _T Oi b l�. BOX ELLEY @ L 6 3 59RAIST/`�&4e JyA. OZ C 30 N( ca P cn v r . 26100 CISTER� \a' �aAL LAND DWC�,-D (ro / C2 o Lt o ,59 Barnstable Harbor �o Co a � o coo n cb p lb \ Rai%000 �C Locus c F � p tiou o 0 F,Qoq s o 0 � O LO N N N to LOCUS MAP SCALE 1"=2000'f ASSESSORS MAP 258 PARCEL 38-2 LOCUS IS WITHIN FEMA FLOOD ZONE C DATUM: APPROX. NGVD (BARN. GIS) SITE IS LOCATED WITHIN AP DISTRICT ZONING DISTRICT: R—C2 DISTRICT ass os. NOTE: REGRADE AS NECESSARY TO DIRECT ALL o° RUN—OFF AWAY FROM FOUNDATION. PROVIDE (b NEGATIVE GRADE AWAY FROM FOUNDATION FOR MINIMUM OF 10'. OWNER OF RECORD ROBERT L. AND DANA C. RICE 2g 366 P.O. BOX 813 WEST BARNSTABLE REFERENCES 5.80 DEED BOOK 11846 PAGE 236 .12 PLAN BOOK 538 PAGE 80 35.79 ON ` 65 EXISTING SEPTIC SYSTEM PER AS—BUILT ON FILE AT 6.71�R�VE 4 3 HEALTH DEPT. (3 BR 97 INSTALLATION D. 6/4/98) 7.63 8.23 42.37 0 LOT 4A oO 69,654f SF 0.75 °0 1500 GAL N 41.41 ST 41.72 h 42.08 • 44.98 % 42.43 ; 43.55 42.70/' 44.09 PROP. DECK 42 7:' EXPANSION 42.14 04' rn EXIST. DWELL. y~�p 52 7S S. 44 2 / 45 •45.73 6 SITE PLAN EXIST. ROCK WALL as 48 as\ •41.35 TO BE RE—LOCATED s OF .5 �.s 5-Z� 44.37 20 ICE HOUSE ROAD BARNSTABLE (VILLAGE) A_363. � PROP. 18' x 16' ADDITION 4g R,5 0. 90 PREPARED FOR M/M ROBERT RICE JUNE 28, 2010 SH of Mg _ _4541 ss�c fax 508-362-9880 moo? DANIEL � I downcape.com o A• Scale:1"= 30' U No. ALA N 0OWn cope eagiaeer1#7 Inc. (fDcivil engineers 0 15 30 45 60 75 FEET �y L� ��N land surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.L.S. YARMOUTHPORT MA 02675 10-137 s