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HomeMy WebLinkAbout1165 OLD STAGE ROAD - Health 1165 Old Stage Road. Centerville A= 172 —009—001 .i s o OPendaffor a isselte 4210113 ORA 10°/® P4, D M1 C 0 No. Z �* Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for 30izpozal *p5tem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 1145 Sfa�C Owner's Name,Address and Tel.No. 6,e tt ro,v,,%t c, } Assessor's Map/Parcel /7 oo S'a Y'- �Idf-cs­7 B Installer's Name,Address,and Te.No. Designer's Name,Address and Tel.No. :OCA,tjv% p�V P.XC.;Z-t s�' YC.rNorA dd, 4S1 Type of Building: ,s Dwelling No.of Bedrooms _� Lot Size/733 6F 4 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( Cafeteria( ) Other Fixtures Design Flow - gallons per day. Calculated daily flow SSv gallons. Plan Date I Number of sheets Revision Date q Title T'' L— Size of Septic Tank Type of S.A.S. ,✓ e 3 r Description of Soil 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 S of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b this B and of Health. Signed Date Application Approved,by Date ! !`/ D3 Application Disapproved for the following reasons Permit No. 2-00 3_—O`2-q Date Issued 414 +� xtx�3 /00 - Fee THE COMMONWEALTH OF.MASSACHUSETTS Entered in computer: Yes A-1 PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS rx ". 2pplicatiou for Oizpoal *pgtem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ?:Complete System ❑Individual Components Location Address or Lot No. I16 S t7 I Li S-fr C owner's Name,Address and Tel.No. 13 r c tt Fa v r h I C r- ' �'e, .."l"e�v�lt•� IrGS p1�. S�`'d` '"� .Ce-.'f'c/'vt/jc Assessor's Map/Parcel t /7 O Sa YdL9--Q7a8 Installer's Name,Address,and Te.No. r Designer's Name,Address and Tel.No. ck�c_ E 1 A H O �c,l—�. S� g 36�—�iSYI a Type of Building: Dwelling No.of Bedrooms Lot Size?73 6 g.4 sq.ft. Garbage Grinder( ) Other Type of Building Y No.of Persons Showers O Cafeteria( ) M , Other Fixtures A Design Flow � 5-7 gallons per day. Calculated daily flow SSA gallons. Plan Date A Number of sheets Revision Date Title T-WL Size of Septic Tank /Sv U Type of S.A.S. ro w) 04 V i AO ,--4rj Description of Soil 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 place the system in operation until a Certifi- cate of Compliance has been issued b this B and of Health. Signed �"'`-" Date Application Approved by Date / !`/ 3 Application Disapproved for the following reasons' \01e Permit No. ZCO 3—0?-,4 bate Issued y 6 3 --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abandoned( )by at I 1 5- I �-'e_AA-C u�I LC has been constructo injaccordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2WI- dated I I`/I It)3 Installer Designer The issuance of this permit shall not be construed as a guarantee that the s stem i� function as esi•gned. Date 1 11 O(n Inspector I � --------------------------------------- , No. 2uo3—o2y:._ _.. Fee SOU THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -.BARNSTABLES MASSACHUSETTS lwtgpoal bpelem Construction Permit Permission is hereby granted to Co truct( )Repair )Upgrade( )Abandon( ) System located at (� US U 5 - C 4r�e Y 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: Co stru tion must be completed within three years of the date of this pe Date: I I`A 03 Approved by I NOTES: �'Q3 (EXISTING) J� 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD S 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, PLATFORM DETAILS,&FINISHES IN THE FIELD WITH OWNER TONE 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT ut FIRST FLOOR TO BE 6'-8"ABdVE SUBFLOOR4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,SEVENTH EDITION ( --� ii i A EXIST. R 5.) 110 MPH EXPOSURE"B"WIND ZONE,2.00 ASPECT RATIO 11 IV1 e' ij j 7 FOR NEW ADDITION ONLY P TR ' EXIST. EXIST. EXIST. 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY L I ! EAST. 7.) SEE.CERTIFIED PLOT PLAN DEVELOPED BY DOWN CAPE i I GLOS.I ENGINEERING FOR ALL DETAILS ON THE EXISTING PROPER l i I • 8.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR REMOD. 0 0 EXfST. INSTALLATION OF ALL SIMPSON COMPONENTS m *z 5 EXIST. KITCHEN O y EXIST. BEDROOM#3 -1- 9•) VERIFY ALL PLUMBING&ELECTRICAL DETAILS . DINING ° I EXIST. Lo W/OWNERS PRIOR TO&DURING ( ^ e BEDROOM #2 f.CLOS. FRAMING CONSTRUCTION /L------ --------� I x " f �______ __NEW ISINJD l I � � 10.)THIS ADDITION DESIGNED TO CHAPTER 93 OF THE S MASSACHUSETTS STATE BUILDING CODE 780 CMR /-' I I z UI F F FOR ONE&TWO FAMILY DWELLINGS SECTION 9305.8.1.IN 0 ADDITION,(COMPONENTS OF THE AF&PA WOOD FRAME I I © w CONSTRUCTION MANUAL FOR 110 MPH EXPOSURE BARE — — --=-1 =LL INSTALLED WHERE APPLICABLE EXIST. _— —3-1-1 314"x,1��LVL BEAM(FLUSH) r.o 11.) THE INSULATION REQUIREMENTS ON THIS ADDITION ® H�1�EMOD. N WNFW 4x6POST b ARE DESIGNED TO IECC 2006. n n STOVE I In HALL A NEW POST IN STOVE I In ! 0 WALL DOWN (EXISTING) H 0 —T' 3.1 3l r x 11.V4-LVL SEAM((jLUSH) f 9 TO FTG.IN -�_ NEW POST IN I P �� — CRAWLSPACE �\ ❑A WALL DOWN I /'Zf7/.., °•'1 TO FTG,IN ;1 \ CRAWLSP.ACE ABOVE FOR?1J,U,MBLNi w 0 (FLAT CEILING) d (VAULTED —_ BATH (V Z (VAULTED N ® b? CEILING) w •"— CEILING),. 2 o m-� m ------------ --- --� _ ________--�--,1 Z , IT TUB/ SHOWER CA 3.1 314•x 11 1/4•LVL BEAM(FLUSH) TRANSOMABOVE N O AdW NSOMABOVE.; 3%rx6r 37xeB' 3-13/a•x1 1r"L POCKET POCKET RlT W D w FRENCH FRENCH NIEg DOOR DOOR r L7 y ❑A HALLA -_=__---------------- b zv CLOS. NEW a / SD°x 66• L'DRY. 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REVISED: 9/7/2010 OFTSE OWNER WTE Afif O'FOR THE USE DATE . OF THE1RAW_.DTE ANY OTHER USE OF FAX EN (50�) 539-9402 1175 LLD STAGE ROAD CEI�iTERVIL�.E, �{A REVISED: 8/12/2010 0 a CY REQUIRE ION 6/18/2010 AONSENT i URAL DESI IOM PROTECTON ACT OF IM. 60'-Pt (EXISTING) 14'-Pt 20'•+Pt u•-7- 6-r 2'-'IP z-tP z•�P 6-r b A' A7 a a a o pp .44Z M Z NEW -NEW }LLLLLL� MASTER CRICKET NEW BEDROOM CRICKET- i I T-S 7B' r4 t/E' 3'$ T-3" � to i Pn Eo m iadt 6P x see (EXISTING) SIFOLD N h CLOS. _ ON. 3'x 6 TUB/ N v_ � NEW HALL NEW BELOW MASTER 0: BATH a a a *z i7 F 3'4r o-? 6'9, 20'-1Pt b 0 1V 0 § o r------ — -------- n � m w o ' LINE OF WALL ( s BELOW Z I w h B B A7 A7 A b A7 4 SECOND FLOOR PLAN 14'd 2a-P 74'dt (ADDITION) (ADDITION) (EXISTING) hIEOESIOR OMI O SARE FOLAID JJ/ SCALE : DRAWING NO.: THESE DRAM"OMISSIONSAFE TART O!4 COTUIT BAY DESIGN. Lac NEW ADDITION FOR. TBNST`R" 0ItTHEIOM,'V,*RT OF CON,BTRNC'RDIi THE BINL(WG mNmAcroR 1/411 = 1'-01I HALL BE RESPONSIBLE FOR THE CONMO 43 BREWSTER ROAD COMESE DRAYPNGS IF 0066TRURION WMNENCESMS ARE NOELYI FU T DESIGNER OF AW ERRORS OR OMBSIONS MAS H p E E MA. 02649 F O 1.I R N I E R RESIDENCE OF THE Qy4PER NOTED ANY OTNER LISE OF DATE : TY,ESE DRA'MNgB ARE SOLELY FOR 7FE USE PH. (508) 274-1166 AZ REVISED: 9/7/2010 Dp�TREO,,,EgZZFRTNEEN 6/18/2010 FAX (50 ) 539-9402 1175 OLD STAGE ROAD CENTERVILLE, MA REVISED: 8/12/2010 ACT^F�B90 1COPYRG% FRO ECT ON 12 �s TOP OF PLATE - NEW RAKE&TRIM BOARDS TO MATCH EXIST. N 12 . ^ MATCH 12 EXIST. EXIST. FIRST FLOOR SUBFLOOR �J TOP OF PLATE i N 2 U H IFIUR�.,T�--R OOR . NEW P.T.4 x 4 POSTS WI CASING NEW THERMATRU CCA230 DOOR J BOTTOM OF POST TO HAVE W HIGH BASE WI TAPERED CAP FRONT ELEVATION CONT.RIDGEVENT TYPICAL ASPHALT ROOF SHINGLES NEW FASCIA 8 FRIEZE 12 BOARDS TO MATCH EXIST. 5 TOP OF PLATE I ---- FIRST FLOOR 12 SUBFLOOR EXIST, ti ---- — TOP OF PLATE TOP OF PLATE z NEW CORNER BOARDS z F ® ® TO MATCH EXIST. y rn Q w w - _ NEW W.C.SHINGLE SIDING v < TO MATCH EXI&T!NG G E IS' 'TU FLOOR FIRST FLOOR BFLOOR I I SUBFLOOR LEFT ELEVATION COTUIT BAY DESIGN LLC NEW ADDITION FOR: TLEOE6 WM,PR*RTOnFIED STARIOF SCALE : DRP,yVINGNO.: ERRORS OR OMISSION6 ARE FOUNDON T/EtE ORANANpS PRgR TO START OF - -— CONSTRUCTIDN.THE BUILpNO DO%,,TOR 1/4" V-0" u L^ N TKSE ORAAINGS IF OVSTRLCTIOI�R 43 BREWSTER ROAD O.iM MENCES WITHOUT NOTIMNO THM I=O lJ R N I E R RESIDENCE DE6n;NER OF ANY ERRORS OR OM SS ONS DATE MAS H P E E ,MA. 02649 TKE E DRAW'$ARE 33L_LY FOR THE USE REVISED: 9/7/2010 OF THE OIMERNOTED AM1M OTHER USE OF PH. (508) 274-1166 TVE^--O AWIWJSREMM'STIEWRI }� --- FAX (50$) 539-9402 1175 OLD STAGE ROAD CENTERVILLE, NIA REVISED: 8/12/2010 A3 A�OF1M. A� fF 7/30/2010 ACT OF 1990. f 12 s� TOP OF PLATE N NEW CORNER BOARDS LMTO MATCH EXIST. NEW FASCIA&FRIEZE NEW W.C.SHINGLE SIDING BOARDS TO MATCH EXIST. FIRST FLOOR 70 MATCH EXISTING SUBFLOOR D } TOP OF PFj LATE Z F rpn W 2 U f is FIRST FLOOR SUBFLOOR REAR ELEVATION COHT.RIDGE VENT TYPICAL ASPHALT ROOF SHINGLES 12 NEW FASCIA&FRI BOARDS TO MATCH EXIST. TOP OF PLATE mum -------------------- FIRST FLOOR __.-- SUBFLOOR TOP OF PLATE F_ U Q H E g FIRST FLOOR SUBFLOOR RIGHT ELEVATION CO_TUIT BAY DESIGN LLC NEW ADDITION FOR: THE DESIGNE R'6 BE NOTFETOF AM ERRORSOROMISSIONS qiL FWNOON SCALE : DRAWING NO.: T/'EeE Ow Wi1.9i5 PRION TO START Q coNSTRucnoN,TVE evaallo ooNiP.ncTOR 1/4 n 1 1'-Vnn VJIIL BE RESWN9BLE FDR T}:E COifM1]IT 43 BREWSTER ROAD OOMMENCES w NGSIF XNSTR RTHt OO.,EED SM"TNOIE NDELYIFORE MAS HPEE MA. 02649 F O LJ R N I E R RESIDENCE OEs,NEROFA14Y ERRORS OR OMIS THE LrE SON% DATE - A4 REVISED: 9/7/2010 OOF HE OWNER NOTTEED.Nr SOLELY YTHER UM OOF PH. (508 274-1166 THESE ORAWNI$REa6 STHEMIFLTTEN FAX (50 ) 539-9402 1175 OLD STAGE ROAD CENTERVILLE, MA REVISED: 8/12/2010 �NY�Trn���GRP�C�RONN 7/3012010 FR OF 1990. Ba4r* (EXISTING). ta•�t 3'-a' 36'1f'3 NOTE: VERIFY ALL FOUNDATION DEPTHS, SUPPORTS, FLOOR JOISTS, HEIGHTS, & OTHER DETAILS IN THE FIELD DURING CONSTRUCTION DUE TO THE AGE & CONDITIO OF THE EXISTING STRUCTURE. b CONSULT W/DESIGNER & STRUCTURAL:ENGINEER IF NECESSARY Ll A - A7 !9 O z 0 _ AIN � ti YF % F�(ISTING 8'CONCRETE ar to BLOCK FOUNDATION EXIST. WALLS TO REMAIN y CRAWLSPACE (REARAS NECESSARY) IX7- „ EXIST.4 x 6 BEAM 10'-1. 2'-Q y REBUILD EXIST. NEW 317 x 30"x lz VERIFY CONDITION OF EXISTNG NEW 30 x 37 x 17' d 10-Ob CONC.BLOCK CONCRETE FOOTINGSjOUNDATION WALLS 8 UNDERPIN/ CONCRETE FOOTING ED (EXISTING) WALLAS REQUIREDY Wl3 117'DIA LALLYOTECT IN THE FIELD W/3 1Z DIA LALLY c� COLUMN UNDER POST COLUMN UNDER POST vi T— 1 IN WALL ON F.F. � —' IN WALL ON F.F.EXIST. ' �— _ 3`P.T.2xtOs _ 1I ' _L W CRAWLSPACE '— J EXIST.4 x 6 BEAM �n u� EXISY.2 x B JOISTS ®16'ox. INSTALL NEW P.T.21 tO LEDGER BOARD ONTO EXISTING HOUSE Wt LEDGERLOK BOLTS 16'D.c. REMOVE EXIST, " 6'-B' 6'-B• 6'-� NEW JOUSE ISTS HANRS TO STS STS ONTOLEDGER�CE CONC.BLOCK WALL FOR ACCESS NEW 3T x 30'x 17 INTO NEW CRAWL- CONCRETE FOOTING SPACE VV/3 12"DIA STEEL L.4iLY COLUMN USE _ —— — 3 2 x 10 BEAM SIMPSON CCOS4.62 — COLUMNCAP I I I NEW 2 x W.@ 1G EXIST.`o.c. r 5 I CRAWLSPACE I I NEW e ITx16" I CRAWLSPACE - .o m EXIST.2 x 6 JOISTS LOUVERED VENT I (2-CONC.,") NEW 10'x 20'CONC. I - .. ... ...- FOOTING W TO 4'0"BELOW GRADE DE I 0 INSTALL 12'OF STONE I o UNDER FOOTING IS I I. m Q b HIGH WATER TABLE I I EW P.T.2 x Vs FOUND DURING ® P.T.2 x 10 LEDGER BOARD LAG BOLTED TO IS EXCAVATION - b SOLID BLOCKING W/(2)LEDGERLOK BOLTS I 2N I I 16'D.c.Wl JOISTS HANGERS AT BOTH ENDS B"x 16' I LOUVERED I Z VENT I JNEW 3 P.T.2x 0"s I I I B A SONOITUBE TO 47 BELOW A7 A7 A] GRADE.USE SIMPSON ASU66 NEW 10"CONCRETE I I I b D POST BASE FOUNDATION WALLS W14'STEP FOR FLOOR I L.� — _ I 1° NEW 1Y'DIA.CONCRETE /n JOISTS SONOTUBE ON 24"DIA i BIGF00T FOOTING TO ______ _ _ __ 4WP BELOW GRADE.USE . FOUNDATION/FRAMING PLAN JOIST BLOCKING — 31MPSONABU�POSTBAS IN TIE FlRST TWO JOIST BAYS 4� 48"oc. (ADDITION) (ADDITION) (E706TING) 711E DESIGNE26j{Att BEW5 FOUND O JY SCALE : DRAWNG No.: T14EDESOROMISSIONS KO REDW G kl'Emmi EK COTUIT BAY DESIGN LLC NEW ADDITION MR: CONSTRUCTION. HEBUILOSTApT OF TI "LL aE CONSTRUCTION.THE BUIttxNV pTHD1ACfOR 1/411 = 1'-0" HALL 8E RESPONSIBLE FOF T E COHEIR 43 BREWSTER ROAD NT EBE DRP.WNGSEpIbTHUCTxx1 CON W TM011r Np'OR OMTE MASHPEE MA, 02649 FOURNIER RESIDENCE �� ��,ERBG�D�GMIa D . REVISED: 9/7/2010 OF THE NOTED. OYTE�RUL DATE : PH. (508 274-1166 THESE MAW.N3S REOUIREST *,TEN FAX (50�) 539-9402 1175 OLD STAGE RDAD CENTER�IIL�LE, MA REVISED: 8%12/2010 Ate,=- F-nn-�,a � 6/18/2 A5 010 A^..rt IBBD WINDOW SCHEDULE TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS A ANDERSEN TW 2446 . 2'-6 1/8"x 4'-8 7/8" DOUBLEHUNG EXIST. B " CRAWLSPACE 1 TW 2446-2 4'-11 3/8"x 4'-8 7/8" D.H.MULLED UNIT ——— EXIST.4x 6 BEAM———__ C AFFW 501 4'-1 1 3/4"x 1'-7 13/16" ARCH D A 21 2'-0 5/8"x.2'-0 518" AWNING E AX 251 2'-4 7/8"x 2'-8" AWNING F TW 2442 2'-6 1/8"x.4'-4 718" DOUBLEHUNG G AW 251 2'-4 7/8"x,2'-4 7/8" AWNING 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS -- 16BEAM 2.ANDERSEN 400 SERIES WINDOWS WHITE EXTERIOR 3-2x 1 O --o- --- LOW E HP 4 GLAZING WITRU-SCENE SCREENS&METRO HARDWARE h EXIST. h g CRAWLSPACE "� HIGH WIND ASPHALT. NEW ROOF SHINGLES CRAWLS PACE 2.10 RAFTERSil 6R FELTCOX P�OOD SHEATHING (2 CONC.SLAB) 2 x 8 BLOCaNG TO SIMPSON H 2.5A HURRICANE CLIPS PREVENT WIND3'D'WIDE ICEANATER SHIELD WASHING ALUMINUM DRIP EDGE x 8 FASCIA BOARD k't 1 z 3 STRAPPING W/ 00 Q 12"GYPSUM BOARD x 4 SOFFIT BOARD x CONT.VINYL SOFFIT VENT 3'-B" 3'-8" 3'-8" T-8" i'-6' x 3 SOFFIT BOARD TYP.2 x 4 WALLS 314'CROWN 7 x 6 FRIEZE BOARD A B . A7 A A7 DETAIL AT WALL SCALE: 1/2"=1'-0" NOTES: 1.SEAL ALL JOINTS,SEAMS,&PENETRATIONS IN THE INSTALL Wr ANCHOR BOLTS AT 4$o.D.MAX BUILDING ENVELOPE TO REDUCE AIR LEAKAGE PLACE BOLTS WITSON BPS HN6-1SIOFE CH S SEE SECTION 6106.3.3 IN THE STATE BUILDING CODE 3'-7 3'-1' CORNER AND TO A B"MINIMUM DEPTH 14'-D' W-T (ADDITION) (ADDITION) (EXISTING) ANC JACK H O R E O LT P L�q N STUD AT EACH SIDE OF ALL ROUGH ONSTALLTWO PULL HEIGHT STUDS P NINGS, II14MM���, a WINDOW 15' INSTALL 5/8'ANCHOR BOLTS AT 44^D.c.MAX 2 x 6 WALL W151 fy1PSON BPS 5/6.3 BEARING PLATES - 6. y, PLACE BOLTS WITHIN(i'-15'OF EACH CORNER AND TO A 8°MINIMUM DEPTH JACK STUD (ROUGH OPENING) _A 1. I �' -- ROUGH OPENING DETAIL 6, � INSTALL 5/8^ANCHOR BOLTS AT 44'o.t.MAX W/SIMPSON BPS 5/6.3 BEARING PLATES -- PLACE BOLTS WITHIN E-15"OF EACH CORNER AND TO A 6"MINIMUM " DEPTH PLYWOOD/OSB PERCENTAGE PER WFCM 110 MPH EXPOSURE B GUIDE z F.T.2 x 6 SILL W/SEALER J BLDG,DIMENSION BLDG:SIDE REQUIRED% PROPOSED% W FIRST FLOOR LEFT SIDE 38% 77% ANCHOR BOLT DETAIL W FIRST FLOOR RIGHT SIDE 38% 80% ANCHOR 13OLT [DETAIL L FIRST FLOOR FRONT 11% 61% SCALE:1/2"=1'-O" NOTES: 1,USE 3"EDGE NAILING&12"FIELD NAILING SPACING ON ALL WALLS 2.2.00 ASPECT RATIO ��p .. - aR OE31G:ER 64ALL BE M711FlEDff ANY IOUNDON SCALE DRAWING NO.: NEW ADDITION FOR: ERRORS OTJOk THE O LDWCONTR COTUIT BAY DESIGN LLC nESE ORgml GSPROR TO STARTOF CON:aTROCT10Iy THE BV4pNG GONfRAL'IOR 11 t /'III WILL BE RFSPoNSIBLE FOR 7fE CCNTFjR 1/4 1 -0 43 BF2EWSTER ROAD NnIE DRAA,NGB FCOrbTRVGTxxJ COMMENCES mTHOLR HOnF'lING TrE MASHPEE ,MA. 02649 FOt�Rt�1IER RESIDENCE DESI+NER OF ANT ERRORS DRDMS9 GN5. THEE ORAm1 vx ARE SOLELY FOR nE Uil OF THE OJ M wmo.AIN OTHER USE OF DATE PH. (508)274-1166 REVISED: 9/7/2010 =OP Ilr E ESriV"" , 6/18/2010 lAw FAX (50$) 539-9402 1175 COLD STAGE ROAD CENTERVILLE, MA. REVISED: 8/12/2010 A�^FTECCNPZAL OOPyMGH FROTECnON 2-1 3/4'x 11 7e LVL RIDGEBEAM 2 x 4 FULL HEIGHT STUDS ON GABLE END WALL FROM FLOOR TO RAFTERS CONT.RIDGE VENT 2 x 6s @ 46•o.a.,USE 5.10d NAILS EACH END TYPICAL ROOF CONST. 12 2x 6s®16 1.2x tO RAFTERS 16'o.c. °o.e.,USE2.12 COX PLYWOOD SHEATHING EXIST MATCH 5-10d NAILS EACH END 3.ASPHALT ROOF SHINGLES 4 x 6 POST •�^2'� 4.15 fA FELT PAPER 2-1 3/4"x 9 IW LVL HEADER 5 S.I I-(R-W)BATT.INSULATION IN CEILINGS 2x 10'e®,6`o.c. S. 12 RIDGE BOARD TOP OF PLATE 7.(2) (2))SIMPSON H2.5 HURRICANE CUPS AT ALL RAFTERS TOP OF PLATE S.ICE/WATER SHIELD AT BOTTOM 30.OF ROOF 9.PROP-A VENT VENTILATION CHUTE BETWEEN RAFTERS CONT.ALUMINUM 10.WIND WASH BARRIERS SOFFIT VENTS NEW TYP,12'GYP.SOON TYP. WALL CONST. MASTER 1 x 3 STRAPPING @ 16•o.o. 2 iq 1.2 x 6 STUDS gtE o.c. N 4 x 6 POSTS 12 BEDROOM N VERIFY ROOF ANGLE IN THE FIELD 2.1/7 PLYWOOD SHEATHING AFTER SETTING NEW HIP ROOF 3.S'(R=19)BATT.INSULATION 1'Sy Y EX75T. i STRUCTURE B WINDOW HEIGHTS 4.12"GYPSUM BOARD VVV 8'-T' 5.W.C.SHINGLE SIDING , 2 x 12 RAFTERS S.TYVEK VAPOR BARRIER @ 16'ox. 7.POLY VAPOR BARRIER ON INSIDE FRET FLOOR 3 4'x11114•LVL - SUBFLOOR LIVING NEW ATTIC SB"PL'fVW000�. 12 2 z 6e 16'o.c.NAIL TO SUBFLOOR ® RAFTERS W/(S)10d NAILS NEW 2 X 10's.@ 16•o.c. FASTEN RAFTERS/CEILING JOISTS TO BEAM W/SIMPSON H2.5 TIES 6'(R=19)BATT INSULATION TOP OF PLATE 2 x 12 FLOOR JOISTS®16'o.c. 1 - L--1 3-2x SBEAM NEW IT CONCRETE - NEW L_...I �I FOUNDATION WALLS �L CONT.ALUMINUM L Wl4"STEP FOR FLOOR CRAWLSPACE SOFFIT VENTS BEAD BOARD CEILING JOISTS - L, 4 NEW P.T.4 x 4 POSTS W/CASING NEW I x 27 CONC. �/ f2EMOD. NEW NEW HIGH BASE W/OTAPERE(5 CAP"Z EXIST. 3-1 314`x 11 1/4`LVL `� b FOOTING W/KEY TO T CON',SLAB ALL L- FASTEN POSTS TO BEAM 4'0 BELOW GRATE BEDROOM#2 HALL PORCH INDERFO TINGISNE W/SIMPSON ANGCE UNDER FOOTING IS POST CAPS HIGH WATER TABLE VERIFf DECKING MATERIAL IS FOUND DURING TYP.ADVANTECH 3/4'T 8 G PLYWOOD W/OWNERS EXCAVATION FIRST FLOOR SUBFLOOR-GLUED&NAILED P.T.2 x 4 SILL SUBFLOOR IS.' x 6 I S 2 P.T.4 x 4 POSTS FASTENED W/SIMPSON x 10 FLOOR JOISTS @ 16'o.c. INVERTED AC4/LCE4 POST CAPS EW 6'BATT, NEW3.20DIA. T J BUILDING SECTION @ EXPANDED LIVING EXIST.CONC. INSULATION(R=10) CRAWLSPACE LA LY COLUMN STEEL 3-P.T.2x10's W/FASCIA B BLOCK WALLS P.T.2x 6a®16`o.o. A7 0 T CONC.SLAB - NEW 1T DIA.CONCRETE SONOTUSE ON 2W DIA 30'X 30`x 121 BIGFOOT FOOTING TO CONC.FOOTINGS 47 BELOW GRADE USE SIMPSON ABUSE POST BASE �A16UILDING SECTION BEDROOM/PORCH PT.2x1OCKING LEDGER BOARD)LEDGE BOLTED KEOTO SOLID BLOCKING W/N ERS AT BOTH BOLTS iG o.c.W/JOISTS HANGERS AT BOTH ENDS A7 NAILING SCHEDULE 110 MPH EXPOSWREB WIND ZONS JOINT DESCRIPTION No.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING 'ROOF FRAMING: . +1LOCKING TO RAFTER(TOE NAILED) 2-$A 2-10d EACH END •RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END .WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE.NAILED) 4.16d S-ISd AT JOINTS STUD TO STUD(FACE NAILED) 2-18 d 2-1Sd 24"0.0. 'HEADER TO HEADER(FACE NAILED) 16d 16d 16'A.e.ALONG EDGES 'FLOOR FRAMING: JOIST TO GILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4.10d PER JOIST `!:LOCKING TO JOISTS(TOE NAILED) 2-Sd 2-10d EACH END 'SLACKING TO SILL OR TOP PLATE(TOE NAILED) 3.16d 4-lad EACH BLOCK 'LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3.16d 4.16d EACH JOIST JOIST ON LEDGER TO BEAM(ME NAILED) 3-8d 3.10d PER JOIST 'BAND JOIST TO JOIST(END NUEM 3-1sd 4-1Sd PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2.18 d 3-1Sd PER FOOT ROOF SHEATHING: V400D STRUCTURAL PANELS(PLYWOOD) 'RAFTERS OR TRUSSES SPACED UP TO IV*o.c. 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USE(2)SIMPSON H2.5 HURRICANE CLIPS TWO RAFTER&CEILING JOIST BAYS 48'a.c..ALLOW SPACE FOR AIR NEW 2 x 12 RAFTERS®1G'o.c. AT ALL RAFTERS ENDS FLOW ON THE UNDERSIDE OF ROOF --- 3.)VERIFY GUTTER TYPEILAYOUT SHEATHING 14'-0' zaa W/OWNERS (ADD1T1OM (ADDITION) (EXISTING) ERRORSIGNERSF IO SARSF ,,I0, b��NG NO.: COTUIT BAY DESIGN LLC NEVI! ADDITION FOR: ERR.E°R°J„�1OI0FMSWT0P SCALE : THESC RW710'ac PRIOR T°START OP dNSTRUETIOIN THE ONrTh WNRNI;fOR 11= 1 11 43 BREWSTER ROAD INa RESPONSIBEFOR„EpON7ENT 1/4 1 -0 O �' I INT:ESE GRAWiNGSIPWhl9TRUCT101J - MASHPEE MA, 02649 DES;o NCFSyr THO TN01FY lJp' T1,E. O OFANYERRORSORONISSIONS. DATE : Tl¢a`E OPAYANG9 ARE SOLELY FOR THE USE ��p® PH. (508 274-1.166 REVISED: 9/7/2010 O(TNE WRFR p EG.AHY OTHER USE OF TIE"E WAWMP REOUIRES THE WTETTEN 6/18/201.0 FAX (50 ) 539-9402 1175 OLD STAGE ROAD CENTERVILLE, NIA REVISED: 8/12/2010 °ON ENT OF THE GESpNGR UNOETi T1E ARC!'ITECri1RAL COPYRIGHT Pq o"w E N ALT°F J39S- 4GS a J A F- Ell -e G I 1 - f+ki LUNG { I 3''<a'x3�J'STEEL P'..:IE I b APRC'a ; I STEEL CCLUMN.GRILL 3 GROUT FOR 5'd'CI.r:T LG. 2 THRE>DEO R07 L`.R N'JTir F I '1ITS11HD OR53DIA Tli Ell HD 90LTS�GTY,>I i g I I u a I o I n GI of EXIST. =T� ry l GARAGE a NEW EXIST. STORAGE BARN b I b b I a b b ANOERSEN Z'�dx5 SG'x O'SUDIIIG CCC0. A a G - A_5• FIRST FLOOR PLAN SECOND FLOOR PLAN LEGEND: EXISTING WALLS N=r,uEKRnKEeG.RDs TO MATCH EXISTING CONSTRUCTION TO BE REMOVED `I NEW CONSTRUCTION 1 tz . Q" NOTES: NEW W C.SHINGLE SIDING NAILING.SCHEDULE 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS TO MATCH EXISTING G &DIMENSIONS IN THE FIELD 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING 2.) CONTRACTOR TO VERIFY ALL INTERIOR 3 EXTERIOR MATERIALS, IT FRA_ LLccN.aPnPreR jv-.wLLm-- zm__ n,st E.�Ein DETAILS,8 FINISHES IN THE FIELD WITH O'PMER R;Mc—s roRA.FrR;_19r1Vluq }Iw Fist_'� 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT TOP OF .- PLATE AT KNEEW'ALL ---;ATRPEPSEO^O:i:(< _ TOP w!OE l'J.�.ES S,TE AT:Ou.T f FIRST FLOOR TO BE T0"ABOVE TOP OF FOUNDATION _ — Mc'ACE.iTOvJ.C<_R.FC_TNIIEJ�' I "! 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,8TH EDITION AMENDEMENT&IR02009 n SECOND FLOOR Jq ST TO SRl.fO?P�e;_cR GIRSR;T:E'aiLECI — --- PiJq->T V9FLDCR 9LOCKI`IC 13—ORI PPUFq OE TY.:l2N }Ed 6.) ALL AZEK TRIM TO BE PAINTED NMITE&ALL JOINTS/NAIL HOLES SEALED. 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F 17 COTH,SLAB 2�117 PLrelOOO SHEATHLN5 .4 MESH EMaEDDED.SLOPE r "I.S.S­G-_E SICL.G ————————————————————————— �ON TOWARDS DOF TY­ -FOR DARR+ER COMPACTED SCILI r TOP OF FOUND.A G X-S, FQUND—OI;WALUS S3 __y ;3L�2�2 r @ GARAGE A---,ISECTl0N FOOTINISIN121,1KEY FOUNDATION PLAN TH5 DESIGNER SHALL BE NOTIFIED IF ANY COTUIT BAY DESIGN, LL ERRORS OR OMISSIONS ARE Foullooll ,HSSEORA­GSPRlORTQ TAFtTOF SCALE : DRAWING NO.: EaF7mm NEW ADDITION FOR: CONSTRUCTION TH,E SIALOINGCO�­__ 43 BREWSTER ROAD I COIITFHT WILL 0,R.AWI�GE IF CONSTR MASHPEENA. 02649 IN THESE OR O"'Ll'FOR THE Uo"ON 1/4" = V-0" PH_((508 -1166 GOMM= 140 THE C S VATHOUT NO TIIPfI 50d)274 DESIGNER OF A-Vf ERR.�FSCR O.ISSIONs — FAX 539-9402 FOURNIER RESIDENCE THeS50RAINING­A- GI,TIE OVARER HCT_6SOLaYF_ AK!OFR_R USE-' DATE : NGZ REIUIRES THE w1dim., 1175 OLD STAGE ROAD CENTERVILLE, MA COSENT OF THE CESR`�;SR [i=R­.E ARCN41TECTU."AL COPYPGHT PU`ROTECTION 8/23/2012G3 I ACT OF 1991). ars 4os A G3 Q ———— A ------------------ ---—--------— -- O O G O————— — — b ___________ ______________ _—__ a B'z 14'STEEL PLATE I I I i I� `• —�— - -__ � I I l'iELD.TOI za'z 1? STEEL COLUMN,DRILL& G, THRSADEDRODi'i NUTSe I; •:/ASHERs OR S9'CIA. TIT-cN H°BOLTS(O TY.41 I 1 j i I I I I I III it `I I l l II li I I I I i IJ II ]K7 i 4Kv $ I I - —� __-_____ I 3K21 _—————]ti.2J — I I , I • -_�"��— _.___ -__._� ___—_——__ —————————-------- ----- A.' — A O � -------------------0: G q G ras FIRST FLOOR SHEARWALL PLAN SECOND FLOOR SHEARWALL PLAN GENERAL STRUCTURAL SHEARWALL SCHEDULE- SHEARWALL SCHEDUL SH EA:a.l)��n,R-sN_.1 aW4.n Aara(Lr,T.s<nu TmLDea,s u v=:nH�eF DLD)DO WN NOTES: WA TYP HFDU QCOND FLOOR HOLD1OW"NS. f i Ila . P ft. C - .r. v.i Sa'Nr•a n iRllr rY.Y,CFrvII:rT•nit a"na.-,rL•LVO I n c nR ne7ua n III Lt U CORNER STUBv \ HOOEL NO ➢IA. HIM.EMBED. NIN REHAR(PER DETAIe STBU( LENGT 5/e 12 50'SBIB II S5T12 5/8 16 58' $$TH24 5/B 20 66' LSi4 STRAP 2 16'OL.I Ss TB 88 7/B 2{ .6' 74' M FOUNDATION HOLDD011T'S- (PER GSM O c T mn. I $STB34 7/B 28 82 ROOF SHE ATHING\ art' I A HDU HULDi IN S8l[30 a +-,. (PR GSM -NOTE,DI REBAR TO BE CENTERED ON HGLDDVN I (])-100 NAILS _ ..,_ t-`...-`• iHREA0E0 ROD AND LOCATED 3'TO 5'DOWN FROM TOP OF 2 EACH EN ' FpUHDAT(pN WALL PER SIMBSON N FACTURER'S SPECIFICATIONS. r..: - f:_`.eln.T. `(PE G.➢V �( i +'-++.�++ +++++++ R SDLE PLATE CONtIECTICIN frNFnl➢F M REBAR _--- /-,F------- -- -- SSTB HOLDOVN ANCHOR i + SEE ALTERNATE �➢P PER SM (PLACE SSTB ARROW`�.v.,.• ..,.. r..ul..n. • ..... .,, CUNYT.CTIM.Tr)F((XJP,RI'.11i0ii:0 i - a t ON TOP OF ANCHOR �Rpti RAFTER PER PLAN +( I 3'TO 51 e 1 REBAR A r OIAGGNAL IN CORNER gi TFRNAT ATTACH OPPOSING RDDF FRAMING CDNN TIDY CNV COWLS `+9f APPLICATION) - QSILL PLAYS J J .: OR t ! PER°GS GLT .SSTB NOLDOVN'ANCHp a J R DG BOARD WITH[TN RIDGE BEAMOLLAR EDGE DISTANCE TIE AS SHOWN. RIDGE STRAPS NOT r NQl REBAR 2.75'FOR 2X6 WALL -__—Tl DUIREO WHEN US MG A COLLAR 1 Q 4 I.7S'FOR 2X{WALL F� i Q ;HOLD DOWN @ —� PLAN VIEW Nu('EXTERIOR BUILDING BUILDING CORNER STRUCTURAL RIDGE BEAHJ "'-•f cTJv.;cuoN To cora(E,E:DI nl�nN _ Fw,.i.`�f,z+n rc„, . 2X4 WALL — i —_-.--ROOF SHiATND(G __ ROOF SHEATHING 2x6 WA EDGE NAILING e WALL c•- ) - -' - .E / .:.t�., 6'O.G. 4'O.G 6.6 DOUG FIR PO$T D.G. 1'O.C. j ROOF RAFTER ME m .T R%BLOCKING BETVEE PER PLPN .. .,. + I RCH R CT IR i NBTCH FORU2AL DGE NAILING , AFTERS C + *+ VENTILATIO L LEGEND: REFER TO A ITS . HCiD DOWN + PLANS FOR HERE INFO.) DOWN SHEAR WA DNSTR ICT[DN - ) (PER PLAN) «+ a++ CPER PLAN) ++ PLA VIEW ELEVATION VIEW ®+ 1 _ �'� PLAN VIEW ELEVATION VIEW ROOF RAFTER PER PLarI,t BLE 2X TOP PLATE i DOU +�•r.-rT,.�:'.IL ;,.,`-s a , to �` ." (• NOTES' REFER i0 ARCHITECTURAL PLATS F13HE 1 T C4 _ DS AT IL CORNER TOGETHER VI ROWS S 16d(0.162'1,35')NAILS AT6' .FORTH 1.ATTACH OF AT BUILT-UP 351 NAILS AT 6 OR RAVER _ i $ LT UP CORNER TOGETHE0.WITH ENSIONS AND /Al P..2.5 RIOR : SHEARVP DRSTORY SHEARVALLSx DC D PLY gTHIN.,) A(INSTALL P (2 1 F EA WI30D SIG AT. j 2NB'S70R LLS. 2N I ET4I-D�E 2% TOP PL AL TFRH4 iF HE 2%STUD i 2' CH STUDS AT BUILT-UP CORNER TOGETHER WITH 2.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH I ' �,y ye.I t •t•'_;I•,.nuT ' ROWS OF 16d(D16T'K 3.5')NAILS AT 4'Or- BEAM d28 j - ,„f..x•.,- „c;,:,_, r :• ",- - (2J ROWS OF 16d(0.162'x 3S')NAILS AT/'O.C. BC(INSTALL PRIOR TSP(INSTALL PRIOR in. .S,TAGGERE OR T STORY SHEARWALLS. STAGGERED FOR 1ST STORY SHEARVALLS. (IF SHOWN ON PL4TO VA,L SHEATHING TO PLYWOOD IS vs ;BUILT—UP CORNER @ --- --- TOP OF DOUBLE zz T�LCiMOT)RSOUlRFD "� END OF SHEARWALL SHE RAFTER TO TOP PLATE TOP PLAres,PRpvme 2A IS USED AT-r ._._..—. 9D'BEND TO EVERY RAFTER. Q - COTUIT BAY DESIGN. LL _ R ERRORS OR OM-SSIONS PA2 FDOND D21 EW ADD ADDITION ■ \A THESE0RA'.'ANGSPRIORTESTARTOF SCALE : y CONSTRUCTION,THE 8VI OINO CO�PACTOR 43 BREWSTER ROAD GVv"":.->, DRAWING NO.: MASHPEE,MA. 02649 FO U RN I E R RESIDENCE `•/ Yt LL BE RE6PON512LEFORTHE OONTE T PH.(508)274-1166 IN'THESE 1/4° = 1 -Q" 8 CO).1MENCES-WITHOUT NO FY:':O THE FAXFAX c c (1 OEa13NER OF,Jiv ERRORS ORO'JISsl01's (5O 539-94OZ HESEDRA=NG7ARESOLELYAOR HE'JSE PATE : 1175 OLD STAGE ROAD CENTERVILLE MA 3F THE°WIIER PIDTEDPNY D:HER THTE` THESE CRP.WIlIGS RE ES CUIR THE I:?ITTEN ARCHEr'cOtVRT OF pL COPYR'GETP 3TCCTIOTI 8/23/2012 G4 ACT OF IWQ FROM :down cape engineering inc FAX NO. :150836299eO Jan. 31 2006 11:39AM P1 Town of Barnstable Regulatory Services d 9' Thomas F. Geffer,Director Public Health Division �� l Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Fax: 508490-6304 Office: 508-862-4644 Installer&Designer Certification Form Date; Sewage Permit# ` 66Z -dam Assessor's Map\Parcel Ga' Orel j; S � KC �a-�I � �nP�'n -4 installer: Designer,J 0 W "\ e r,- Address: Address: �C� a )/6 On /// /C��_ was issued a permit to install a —�'�"�`� �(installer(date) ) septic system at/I��. 1` l�'1S U�� �� based on a design drawn by (address) L-1 dated d ( igner) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I. certify that the septic system referenced,above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS*or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. flan revision or certified as-built by designer to follow. S OF' ARNE H OJALF' CIVIL. op�oM(Intaer's ignature) o 379 2 "'. • T_EN� /. .... (Designer's Signature) (Affix Designers Stamp Here) pLEASF, RETURN TO pARNSTABLE [) UN T BL I UT ETF 14 FORMIIS N.AND AR-QFRTTF.0 ATE OF COMPLIANCE WILL NOT BE RE , AR ARE, EIVFD I3V THE BARNST BLE PU BLIC HEALTH DIVISION. THAiNK'rOU. ` Q;l lealtb/Septic0csigner Certification Form 3-26-04.due I q 45 210 )}tepasahon of flans.aria snecincanul r-, o^, r• 1 r, •. . Y,r< The plans and specificitions"for every on=site system shall be prepared.as follows: (1) -Every system shall be designed by a Massachusetts Registered Professional Engineer or a'Massaclfusttts Registered Sanitarian provided that such Sanitarian shall naCdesiI? a. system designed co discharge more than 2,000 gallons per day pursuant to 310 CMR 15.203. Any other-agent of the owner..rray prepare'plans for the repair of a system.designed to discharge not more, than than 2,000 gallons pet day pursuant to 310 CMR 15.203 provided they are reviewed by:a Massachusetts Registered Sanitarian and.approved by the approving authority; (2). .Eyery,plan submitted for approval must-be dated and bear the stamp and signature of - the designer, (3) Every plan'for a new syst-rn or plan for the upgrade or expansion of an eisting,system' '- ' Which requires a variance to a property line setback•distance,must..also reference--a plan which bears the stamp and signature of a Massacha"etti. Licensed Land Surveyor in accordance with Ntd.L. c: 112, § S 1D; / (4) Every plan fora system shall be of suitablc scab•(onc inch=40.feet or fewer for plot j plans and one-inch =20 feet or fewer for derails of system.components), and.shall include. v depiction of- (a) the legal boundaries of the facility to be served; - (b) the hdlder and location of any easements appurtenant to or which Could impact the ' '��F(cld stem; :... .. .. _ the location of tiie all dwr_lling(s)or 6uiid z,(s•)existing and proposed on the facr7ity identifieatiori of those to be served by the system; =the''iacarion of ekisting or proposed irnpervs-ous-areas; incluhmg:driveways and .. parking arcas,• -:(e) location and dimer*szons of�the'system (including reserve are f), system design calculations, including design daily sewage flow, septic rank capacity '(regtured and provided); soil absorption system capacity (required and provided); and V whether s stern is designed for garbage grinder, y ( ) North arrow and existing and proposed contours; (h) Iodation-and*log of deep'observation Bole tests including the date of test, existing grade elevations marked on each test. and the names of the representative of the approving authority and soil evaluator, d the.names of - (i) location and results of percolation tests including the aatc-of test an the represcntative of the approving authority and soil avaluator. . name and certification number of the Soil Evaluator of record. (k) location a£'ever}r water supply,public and private, 1. v�tion- f eV feet of the proposed system location in the case of surface water supplies and gravel pacic:.d public water supply wells, 2 within 250 feet of the proposed system location in the case;of tubular public water supply wells, and osed'systcm location iri the cast of private water 3. within 130 feet•of the prop supply wells: ve elated ..,... _. .... __ . .-. 1)' location of arty srsrface waters of the Commonwealth;rivers, bordezing 8 wetlands. salt marshes, inland or coastal banks, regulatory floodway, velocity zoane, surface water supplies, tributaries to surface water supplies,certified vernal pools,prig watts supplies or suctrnti lines, gravel packed-or tubular public water supply wells, ' .. subsurface .drains, leaching catch basins, or dry wells; and the location of any nitrogen sensitive area identified in 310 CIvM 15.115 within which pardons of the proposed _.._ V' stern are located. the facilit (m) location of water lines and-other subsurface-utilities on y; obscrverl and adjusted ground-warcr elevation in the vicinity of the system; o) a.completc profile of the system; zovisions of 310 CMR 15.000 sought (p) •a irate on the plan listing all variances to the p in conjunction with the plan; (q) . the location and•elevation of one benchmark.within 50 to 75 feet of the facility which is not subjgct to dislocation or loss.dvr�rg constrtrcao'ir ori'the facility; (r) when dosing is'gropascd, complete design"and­spec3ficad0rt-of the.dosing system proposed including but not limited to dosing,chambe cap rid d(rquiredcycle; provided),' amp curves and specifications, number.0 d'esina Y p p or (s) a Sand Filter or equivalent alternative technology is required when a Recircnlaiis, s'emr including a h draclic profit; roposed, a complde plan and specification for the sy • ••. g y (t) a locus plan,to show the location of the facility including the nearest existing scree:; u the street ttrimbcr and lot number, if any, of*the facility, and. v) cations of the system. the materials of constructi.da.and.the specifi TOP FNDN EL. 70.3 (COTTAGE) SYSTEM PROFILE TOP FNDN EL. 69.55' (DWELLING) (NOT TO SCALE) ACCESS COVER TO FIN. GRADE ACCESS COVER (WATERTIGHT) TO WITHIN 6" OF FIN. GRADE 69.6' MINIMUM .75' Of COVER OVER PRECAST 29 SLOPE REIOUIRED OVER SYSTEM 71.0' � RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE �E � FOR FIRST 2' PROP PROPOSED 1500 em // ( 0.75' MIN o z DWELL) GALLON SEPTIC 4.85' `' k TEE 65.1' TANK (H- 20 ) GAS �� �� 69.02' 70. 5' Q WATERPROOF BAFFLE Q 69.19 ? LOCUS LID (2_9 SLOPE) �__6" CRUSHED STO E OR MECHANICAL R�• COMPACTION. (15.221 [2]) wag o 69.25' 4 DEPTH OF FLOW = ( 1 % SLOPE) ( 1 % SLOPE) o TEE SIZES: 3/4„ TO 1 1/2" DOUBLE WASHED STONE INLET DEPTH 1 0„ = " LOCATION MAP NOT TO SCALE ourLEr DEPTH 14 FOUNDATION- 70' ST 18' PUMP CHAMBER -� 31' D' -BOX- 16' r,\ FACILITY LEACHING 5.95' ASSESSORS MAP 172 PARCEL 9-1 i +75,04 }PAVED J TEST HOLE LOGS NOTES: IAPRON, r� QC USE ADJ. WATER AH OJALA, PE 1 DATUM }S APPROXIMATED FROM QUAD , 9 O AT EL. 63.3' ENGINEER: EXISTING ; ' �, �Ip ��IC WITNESS: DAVID STANTON 2. MUNICIPAL WATER IS ; loop 61� ,QO DATE: 7/23/02 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20 p0 '4Q PERC. RATE _ < 2 MIN/}NCH 5. PIPE JOINTS TO BE MADE WATERTIGHT. I ACCORDANCE WITH MASS. " J CLASS } SOILS P# 6. CONSTRUCTION DETAILS TO BE IN CCO I � ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE +7 .96 Q ELEV. USED FOR LOT LINE STAKING. �' 1 U" 71.3' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. r 1 A 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT ! LS 10YR 3/2 INSPECTION BY BOARD OF HEALTH AND PERMISSION DETAINED I 8" FROM BOARD OF HEALTH. t' + B 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPOOLS. J +7�.41 LS (DWELLING ONLY) '` / I 10YR 5/6 11 , COTTAGE TO BE CONNECTED TO SEPTIC FACILITY , +72.60 22" 69.5' WHEN ITS SYSTEM FAILS t / } 1 / +72.4s SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) r/ /' , } C DESIGN FLOW: �_ BEDROOMS ( 110 GPD) - 550 GPD / +7vE�' USE A 550 GPD DESIGN FLOW I kREA �72.39 FS `�72;1� " -}- 2.5Y 6/4 SEPTIC TANK: 550 GPD ( 2 ) = 1100 �� / f r 73.27 USE A 1500 GALLON SEPTIC TANK / � / LEACHING: .75 N/A / +7 .99 SIDES: , 72,. BOTTOM: 30' x 25.75 (.74) = 571 / / , TOTAL: _772 S.F. 571 GPD ` ,� PBAR°NSED 132" OBS WATER' / 48' X 24' i w USE 4 ITW n' , _ � 7�� t _ ' 1 = X _PT -U A7h C _ I 3 BETWEEN MIDDLE' 2 ROWS) AND 3.5' A T ENDS j + 72.99 72.97 WELL: SDW 252 ZONE g ` ADJ: 3.0' JJr 1 +71.34 off 505-362-4541 Fox 508 362-9880 / +7t.35 + ACCESS COVER TO down cape engineering, inc ' ' FINISH GRADE +7 6 71.67 � 4vI ALARM AND CONTROL PANEL CIVIL ENGINEERS SHED ' TO BE INSTALLED INSIDE L ` // BUILDING. ALARM TO BE ON 71,63 1 G$7ri.14 INV. IN 64.67' LAND S U R V E Y R S / SEPARATE CIRCUIT FROM PUMP 2" PRESSURE PIPE TO D'SOX 71.83 1000 GAL, H-20 S/ _ STORAGE ' { 7iA6 ALARM ON 7Q0 GAL.+ SLOPE TO DRAIN BACK TO PC �� HUT / 7 FLOAT SWITCH RESERVE WEEP HOLE 939 i1QiY1 St, yarr�louth, I~t0 02675 �1 SETTINGS: PUMP ON CHECK VALVE +7 0 .58 71.55 OZ 4' WORKING RANGE 8` � ZOELLER 'WASTEMATE' }71.44 /� 4- SUBMERSIBLE MODEL M282 112 HP PUMP PUMP OFF 8' _ SYSTEM (OR EQUAL) 7 J / BENCHMARK ( 1•Bl ,/ 0000 0�-- aooc' `�000 COR CONC. STEP / �/ +6,62 D STONE COMPACTIONOR ELEV = 70.6' 2 ;� sliEoG SMALL PUMP_ CHAMBER +71.1 � L ' -� FRUIT (NOT TO SCALE} / TREES T'ISE CAUTION IN AREA OF WATERPROOF 71-- �° 70. 9 l.ol�• WATERPROOF 70.36 r +70.93 7n70.21 70.3 7 .3 1 p 69.95 SPACENO CRAWL / PROP 1f'0 GAL. H-20 PUMP BOARD OF HEALTH ` COTTAGE 6 CHAMB&E CESSPOOL APPROX. 0,40 7=70•3' + MA 70.32 APPRDVED DATE \ CO 0.2 Q��i7 -]`-69.89 PROP 15:%0 GAL. H-ZO ATV "ice -� SEPTIC TftNK 1SER 6918 > 9.92 N \ C f ;63• +69.37 CESSPOOL APPROX. 0 92 +69.50 69.61 OVERHEAD WIRES t 'TE M -69.87 �F UTILITY ' iV POLE TO BOTH HOUSES OF •'i-6 .46 82 1165 8e 1175 OLD STAGE ROAD 0 IN THE TOWN OF: U 8.39 6 (CENTERVILLE' BARNSTABLE . 69.13 C.0 PROP. BARN STABLE RE-ROUTE PLUMBING _ .__... .9112 .65 � FEE�� 6�•� 6S, PREPARED FOR: � BRETT FOURNIER 9.37 +fS7.10 .51 CHIMNE\ 3 \ 7s �'L/n, o EXIST. 0 69.29 30 0 30 60 90 DWELL a TF=69.55 CESSPU _ rPROX. \ $.17 (+ 91`13 ' / 1" = 30' AUGUST 1, 2002 pow. 8.61 �9 ^_ _ .__{ 9 SCALE: DATE: REV. 9/27/02 (BARN) 68.52 i BANK -+56.72 AP N OLD BOG ARNE I-I. OJALA r* a y fJ CIVIL " ► N 30792 LOT 3 � 6�- A 1 OJALA, P.L.S. DA TE � TOP FNDN EL. 70.3 (COTTAGE) SYSTEM PROFILE TOP FNDN EL. 69.55' (DWELLING) (NOT TO SCALE) ACCESS COVER TO FIN. GRADE ACCESS COVER (WATERTIGHT) TO 69 6' MINIMUM _75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE� 2% SLOPE REOUIRED OVER SYSTEM 71 0' 1 RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE FOR FIRST 2' PROPOSED 1500 �� /� 0.75' MIN (PROP -��--- DWELL) GALLON SEPTIC 4 85' Q L�TE , 70.25' o 65.1' TANK {H- 20 ) GAS 2 9.02' LOCOS WATERPROOF BAFFLE 69.192 �Cp6 8 o( 27. SLOPE) \_6" CRUSHED STO E OR MECHANI o 69.25' COMPACTION. (15.221 [21) oo�gr�`�S DEPTH OF FLOW = o 4 ( 1 % SLOPE) ( 1 % SLOPE) 3/4" TO 1 1/2>' DOUBLE WASHED STONE TEE SIZES: INLET DEPTH 10" LOCATION MAP NOT TO SCALE OUTLET DEPTH = 14" FOUNDATION- 70' ST 18' C PUMP CHAMBER 31' D' BOX 16' �, - FACILITY LEACHING 5.95' ASSESSORS MAP 172 PARCEL 9-1 + '+75,04 PAVED J TEST HOLE LOGS NOTES: IAPRON/ USE ADJ. WATER AH OJALA, PE -I- 9 AT EL. 63.3' ENGINEER: 1 . DATUM IS APPROXIMATED FROM QUAD I WITNESS:\ S� DAVID STANTON 2. MUNICIPAL WATER IS EXISTING I+ 7/23 f 02 3 t DATE:. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. , I 1 �O >b < 2 MIN/INCH 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20 PERC. RATE _ 5. PIPE JOINTS TO BE MADE WATERTIGHT. ; f CLASS l SOILS P# 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. I I ENVIRONMENTAL CODE TITLE V. ' + -i-7�.96 ET/3ELEV. 7, THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE t 0" 71.3' USED FOR LOT LINE STAKING. t - 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. r A j LS 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 1OYR 3/2 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. ` ' B 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPOOLS. +7 41 LS (DWELLING ONLY) i �' 10YR 5/6 1 1 . COTTAGE TO BE CONNECTED TO SEPTIC FACILITY , +72.60 22 6 5 WHEN ITS SYSTEM FAILS / C I -�72.45 SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) � t' , vEL I C DESIGN FLOW: 5 BEDROOMS ( 110 GPD) = 550 GPD ,j +7KING} FS , AREA USE A 550 GPD DESIGN FLOW �J1� _ 72.39 2.5Y 6/4 J ' SEPTIC TANK: 550 GPD (2) = 1100 J J , +73.27 USE A 1500 GALLON SEPTIC TANK r .75 LEACHING: `N/A +7j'99 ! ,/ 7�r, SIDES: BOTTOM: 30' x 25.75 (.74) = 571 ' J PROPOSED 132" OBS WATER TOTAL: 772 S._F. 571 GPD $ w 60.3' • , V_5E. 4 POWS OFF STANDARD IIyEl1..TRATORS .EACH. 48' X 24'J' r� WITH 4 STONE AT EDGES, 4' N' r< B 1VvtEyvv.� (EXCE: T � 3' BETWEEN MIDDLE 2 ROWS) AND 3.5' AT ENDS j ' • 72.99 72.97 WELL: SDW 252 I ZONE: B + ADJ: 3.0' i ` g + +A.34 Mj off 508-362-4541 +7j.35 fox 508 362-9880 I ACCESS COVER TO ( ! FINISH GRADE O'own cape engineering, inC, ' 71.67 r <c/� ALARM AND CONTROL PANEL CIVIL N G I N R S I-7 6 SHED /r BE INSTALLED INSIDE BUILDING. ALARM TO BE ON INV, IN 64.67' 71.63 , G 7 .14 SEPARATE CIRCUIT FROM PUMP 2" PRESSURE PIPE TO O'BOX LAND SURVEYORS 71.83 / J 1000 GAL, S/ SLOPE TO DRAIN BACK TO Pc STORAGE +71.06 ALARM ON RE GAL.+L.+ / RESERVE WEEP HOLE �� HUT J / FLOAT SWITCH CHECK VALVE 939 mckin St, yarmouth, mo. 02675 �, SETTINGS- PUMP ON - - - +7 0 58 71.55 Q J 4' WORKING RANGE 8' ZOELLER 'WASTEMATE' ~ _ - �AS +71.44 J J 4' SUBMERSIBLE MODEL M282 1/2 HP PUMP 'j PUMP OFF 8' SYSTEM (OR EQUAL) I GAT 1 BENCHMARK +7d.62 6' CRUSHED STONE OR COR CON C. STEP 21 / COMPACTION ELEV = 70.6' SHED r SMALL PUMP CHAMBER J J _ }71.1 tr '' J FRUIT USE CAUTION IN AREA OF (NE P SCALE) WATERPROOF -71- b ' 1.01 � , TREE. G°;SEINE 5'3 7 70. 9 IKI��'^c�' f '7036 ,p -I 7D.93 P al , 7 10.21 ] 70,3 7 .3 •10 �' 69.95 BOARD OF HEALTH 2 I 0 3 17 ^a `�. NO CRAWL i '// N CHAMBER MA GAL. H-20 PUMP COTTAGE 6 � MA CESSPOOL APPROX. 0.40 TF=70.3 ' APPROVED DATE 0.32 ' 4�69`,89 PROP 150+ G AL. H-20 CO 0.2 \ SEPTIC TANK L 9.92 +69,37 - - CESSPOO' APPROX. 69.87 Pl 92 �}b9,61 UTILITY OVERHEAD WRES -+,68.92 POLE TO BOTH HOUSES OF � / 'I6 .46 82 1165 1175 OLD STAGE ROAD 0 IN THE TOWN OF: 8.39 5g C.�.R -ROTE {AEI TERVILLE ) BARNSTABLE ' .13 PROP. f - 09 PLUMBING 69.12 GAS 69. 3 R86 PREPARED FOR: "� ' 3RETT FOURNIER .65 METER 7,85 \ 69.37 -{ Q.10 AT� .51 CHIMNEY \ 1n EXIST. Oe 30 0 30 60 90 --+�675��� ! 2 DWELL /// r' a TF=69.55 CESSPOO. ,,PPROX. 8.17 � , + 9�s SCALE: 1" = 30' DATE: AUGUST 1, 2002 0� m REV. 9/27/02 (BARN) i ' 6&� 68.52 J BANK `Il{ OF � `�N Of Fp3, �ti P� ARN aJ Q ARNE H. OLD BOG v OJIALA -- O CIVIL 26C N 30792 LOT 3N Q 'jNA1 L ` S`� q A 1 OJALA, P.L.S. DATE ►..,