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HomeMy WebLinkAbout0334 BUMPS RIVER ROAD - Health 334`BUMF S iV-E Z KOA ► Osterville A = 120 7 TOWN OF BARNSTABLE LOCATION _ (/ 21 - -q, SEWAGE# 001 -- VILLAGE(2S�eK V I —e- r ASSESSOR'S MAP&PARCE 0 ell INSTALLER'S NAME&PHONE NO. ` �� SEPTIC TANK CAPACITY A5700 `EACHING FACILITY.(type) (size) NO.OF BEDROOMS OWNER PERMIT DATE: r7-- ( COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY /( 00 3 -14 1q.5 Ted aN^ 3® ga'k1l 5,5 3 �,�• 34rS . � �v 44C 5 �y -p ra —Q 59 ti. No. � � ,' 6 6)L, Fee THE'COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF"BARNSTABLE, MASSACHUSETTS application for Disposal *pstem Construction Permit Application for a Permit to Construct Repair( ) 'bpgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 1 0 p Owner's Name,Address,and Tel.No. �, Y ,� 4K As�'esssor's Map arse �i,Lzj c4AL i—e ca'-<S1 I.U4�6" Installer's Name,Address,and Tel.No. q fof C�'se. Designer's Name,Address,and Tel.No. , /yP Type of Building: Dwelling No.of Bedrooms of Lot Size Vt sq.ft. Garbage Grinder( ) Other Type of Building -�6v' No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) / �: gpd Design flow provided gpd Plan Date /'� — �� Number of sheets Revision Date Title Size of Septic Tank /5 0 6) Type of S.A.S. 'ha Description of Soils ]jrr1 - CO x�;p Nature of Repairs or Alterations(Answer when applicable) S4wz j'cc J 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 a system in operation until a Certificate of Compliance has been issued by this Board of Health. Si Date Application Approved by 4:,., Date Application Disapproved b Date for the following reasons Permit No. 6?�u �-- ��. Date Issued ash yrlo 'w �Al �`� � s� No. 'il Fee " . u �'! -THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: r 7, ,' ',. PU'BLIC,HEALTH;,DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes �I�ILatiOlY JfOr I� ID AY 6pBtPilt"Constructiop 3pErmit . .Application for a Permit to Construct N Repair) l�pgrade( ) Abandon( ) ❑Complete'System El Individua'1 Components Location A03. /ddreesss or Lot No. 01�0l 3� �°"" .Owner's Name,Address,aril Tel.No.' t s Map/Parcel�JC3SKytL.4.L• +1. 1''�itJj� � �d /2 C!G e�iy Installer's Name;Address,and Tel.No. k y,tom lists Designer's Name,Address,and Tel.No`. _ 44 �;-` Type of Building y<;;; :;: ,,,.• . Dwelling No.of Bedrooms y� V Lot Size - Q sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) a Other Fixtures Design Flow(min.required) , ! ( � gpd Design flow provided U gpd Plan `Date-, v ,,/:N"Cd°" { Number of sheets Revision Date 'R, Title.. � �U (' Gz Q �. .� Size of Septic Tank IS O d fir` Type of S�A.S. .a Cat Ck?6cs C1.cQ Description of Soil }'4,PA, c `^ ._.r . L Nature of Repairs or,Alteratious(Answer when applicable) 15L 0 j --� '- Date last inspected: Agreement: The undersigned agrees_fioi'ensure the construction and mai-ntenance of the afore describedron-site sewage disposal system in a. accordance with the provisions of Title 5.of the Environmental Code,andjnot to'place he system in operation until a Certificate of ' Compliance has been issued by this-Board frHea,Health tSigrie''di f e� RG '� ,�Z.f Date `(f r �• I ' •; Appltcation A�groyed by_ .. E Ute` e Application Disapproved b 1 ,I. is Date for the following reasons Permit No. O Date Issued --7 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of (Coln YiantE .. THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned A� k (^ at ?t( U""4 442- _ has been constructed,in accordance i with the provisions of Title 5 and the for Disposal System Construction Permit No. , �?11w 9 dated Installer (r►Ifl1 y(;4 �� _ Designer ,l #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system 'll f nctio designed. 1�J d Date c �! 6, Inspector - -- -- - - -------- - -- -- ----- --- - ---- -- --- No ,�tJ� "C�li4 - Fee _ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Bispo8al *pBtrm ConstCttetion i9Prmit Permission is hereby granted to Construct( Repair( ) Upgrade( ) Abandon Svstem p located at ,, 4-1 tw,i 4.01 and as described in.-the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the'following local provisions or special conditions. Provided:C nstruction must be completed within three years of the date of•this permit Date �� � /i Approved �;. �z rr77 Town ®f Barnstable Or�2HE Ta' P. �o Re ullato r°y Services 1 Thomas F. Geiler,]director * BARNSTABLE + Public Health Division 1 s639' 10� i aFFD snag� Thomas McKean,][Director 200 Main Street,Hyannis,MA,02601 i Office: 508-862-4644 Fax: 508-790-6304 i . i IustaRer ][Designer Certification Form. ][Date:. a da 1� sewage Permiit�# � � s�ssor's 1M[ap�P�rcelp0 2 )designer: CA-1pe E✓I9irieeh ]fnstaIlIler: � � �� � Address: n � Address: +1"[�,� , ID i On was issued a permit to install a (date) (installer) septic system at .` �� q6 vpi ! e-r 40J based on a design drawn by . (ad ess) `:VCR ft c eel s Q a(6i PC F0 dated k,! / (desi er) 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. f 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. Plan revision or certified as-built by designer to follow. 9 Ito DANIELA. s o OJALA (Installer' e) " CIVIL N No.46502 �c �G/STOt 1 �SSIONAL (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABL]E PUBLIC HEALTH DIVISION. CE'RTII+ICATE Or COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS ]FORM AND AS-BUILT CARD ARF, RECEIVED By THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Healtb/Septic/Designer Certification Form 3-26-04.doc i t'4P s.a 1a1P e'-0' B-0'I INSTALL FLASHING UNDER s$ 51' I HOUSEWRAP 8 DECKING 10'DIADIA.BiGFOO F SO FOOTINGS T SON 2E OW GRADE.TFOOTINGSTO 4'D' I DECKING BE OW GRADE.BASE E SIMPSON B ABU66 POST BASE FASTEN JOISI 5 TO AB BEN W/SI N2.SA TIES FLOOR JOISTS 4 1 P.T.2.104®1s'o.c. 14' INSTALL PEEL 8 STICK RUBBER ME.8— BETWEENLEDGERB SHEATHING P.T.2.10 LEDGER BOARD SCREWED TO q PT,2.10'5 @ IV O.C.WI MID-SPAN BLOCKING — SOLIDBLOCKINGW/(2)LEDGERLOKSCREWS i6'P.c,W/2MAK LU210 JOISTS HANGERS I I INSTALL SIMPSON DTTIZ TENSION TIES AT LOCATIONS FROM HOUSE TO DECK JOIST BASE (iI EACH END - A I I Y DECK DETAIL A9 WINDOW I '— i O OF FOND.GoOR U I I I I I i I I I I I I I 2.,a's�,6•P.c. I I P T 2.10 LEDGER BOARD SCREWED TO I WI MID-SPAN BLOCKING I SO�K)BLOCKINGWI(2)LEDGERLOK SCREWS I 4 I BASEMENT . 16'o.c,WI ZM LU2TOJOISTS HANGERS I FULL I I I WINDow INSTALL SIMPSON DTTIZ I I TENSION MHHOUISE ODECKKJJOIST BASEMENT I I (1)EACHEND COCRETE SLAB W 10 I MIL POLY UNDER) I I I I BEAMf I T-r g.t2' INSTALLS'B'ANCHOR BOLTS AT 36'o.c.MAX. I' I GARAGE I I W10.t5 STEEl I I Wt0.00S EL BEAM FROM END W/SIMPSON BPS 516-3 BEARING PLATES - - - _— - OF PLATE PLACE BOLTS WITHIN 6',11 OF EACH I I. I,CONc.SLAB I I BE - CORNER AND TOAB-MINIMUMDEPTH I I W/6 6lMVFEMBGoo EDDED I I L I MT. 1 I I I I 5'SO.STEEL P. ________G____ I I. I I 4a.4a.IVCO ETE FOOTING W/1,#5 El I I I EACH WAY CL -- H CROP TOP OF FOUND. I I BASEMENT n I I L-- AT O.H.DDOR - -J I I WINDOW 4 I I -- ----- I - r - ...R L.__ GOND.-- —--- — I APRON I I '. 1 I P T.2.BSILL W/SEALER I — — — — — — — — — - -———————— —— —————————————__—_————__ A B WALLS IW p VERTICAL BARS A8 A8 AT3 ,,o rFRCMOUTSIDE L FACE OF WALL.GRACE 60 BARS 6(2)A4 BARS AT TOP OF WALL Z6' S'-8' 2'0" TYP.W.16'CONCRETE FOOTINGS W12.4 KEY ANCHOR BOLT DETAIL ,.-0. 37v SCALE:1/2"=1'-0" FOUNDATION/FRAMING PLAN NEW HOUSE FOR: �� R1M1F SCALE: DRAWING NO.: BQ COTUIT BAY DESIGN, LLC v4"=r-o" 43 BREWSTER ROAD w`,` „ MASHPEE,MA. 02649 CAPEWIDE CONSTRUCTION �� w '�a� PH.(508))274-1166 50 a`°�nE DATE: Q __ FAX 508 539-sa02 334 BUMPS RIVER ROAD OSTERVILLE, MA RK , `��� . ��y'' � D��ai�><�aa��at®�'&de~•ga>�ato>cy.��I�n��iD !��t nap r Public,Heahb_D ATISIOU Date 200 I RIM 5iTrrr,Hyannis WA 02601 ' Dat5 Scheduled Fee FdIj 00 nX Soil Suitability Arse*sment far Igo � .7����osal )?erforznedHy: ? ..+«1_.f . +�3 I�-i-4 (�fe �LS. WxhtesRed13 !/�, �`�' LOCATION�-GENE: , j4;' Location Addregs �. L ii Rwer Pjd Owner's Wime, Maboric(-1 d "`' !�l b{�i Addross )� Assessor's Map/Parcez: :I f Q ���6 Bngineer's Name Coe- 'A IV.EW CONSTRUCTION IZEPAIR Tclaphona� A/�A�1(�—`I—]`'�� jA • Land Use: d�l:` /��!/J�xr%��L--Slopcs(9b) � "7 Sux�aae Skonos��� . Distances ironz: Open WaterAody ,. Posslhlc Wet-Area �� Et Drinldng Water Wcll /S✓ ft Dralnage Way 7it ft Property Line r ft Other t � [6(Skrcet name,dimensions of lot,exact Iocationa of test holes& erc tests'locate wrOands p �n pxoximiiy to holcs) -7 1 Parent makerlal(geologic) F g,i j Allp4ll— Depth tv 13adrgclg 3 o d 1 Depklt'ty Groundwater SiandingWatcrin H6Iu: ' �" Woepinkfrom Pltktgoe• OJIf� Estimated Seasonal 91gh Groundwater Mbthod used: Depth Observed standing in abs.hole: It+, Daptll,tr+.511 ?attlq�:. *liL DQpwto•rrcepingf'vw5Wofobs,hole: .wlri, c3knundwatuz Adauettn nk z. Index Well RcadingDate:- Tndo�tWelllpti4l � AdJ.f�tttir, �,._. �Scif.:Cltxauilc(wutet'Lavai ]PERCOLATION 1=9T Observatiao . ]:Iola it � � Tixn�•at.9„ �.�, _.. ,ter�, Depth of Fero. ` TlmeAt G' , StarkPxa-soak lima @ �` C 7 End Pre-soak Rate Mindluch 5ltp SultablIlt Asscssrneot; 5lto�gsscii " Sitg Fallod:__ ____ Additional TostingNeoded(Y[N) original: Public Health Dlvlslon Qbn6a1ton H61u D.ta To B•.a Coraplated Ou Bach 7C parC akata.0U test Is to be eO;aducted w1tWn 100' tiaf wv t ands you must first wtify the. B2MS ble CoMeTyatzo)a DITISzola at leas one(1) week prior to begipidng, DEEP-OBSERVA�I OXIAMI LOG Rule# Dapthfrom SollHorlxon Sall,Texture SdilColor Soil•. dthcr Surface(in.) , (iISD'A) (MunsaIl) Mottling (Structurc,Stone"boulders, a i'ten c�9b'Cravoi) 0 Al/A LOG Role Depthfrom Soil Horizon S'oilTextura Soil Color Soil Other Surface(in.) (USDA) (Munsall) Mottling (Structara,Stands,boulders. onsls'en T6 Grave 6LI4 ]D]E]E]p 0]3S]E]�.V'.c�.7CI,oN TIOLF,LOG ]Elf(ole,w".�� Ddpth fro ai Soll TarIzon Soil Texture Soil Color Sail Olhor' Surf=(in.) (USDA) (Munsell) Mottling (Struutu;a,Stones,bouldors. Co i to o a AL DEEP 013S]ERWITION ITOLE LOB Depth from Soil Hod= SpilTcxturo Soil Color gall Othor Surface(in.} (USDA) (Munsell) Mottling (5@ructuta,StORM,8auldars. • Ca si ten 6 .. 9 • Z , , A --= A C- a Yaod TnggancefRaf�IV.EatM.. / Abovt 500 year;flood baundnry No Yes Within Nn "Yes - Within 1.00 yearfloodhaundary No. .- �er;tY��f�at�xpa'llw Q�cc�nrrpn�-�er�rYor�s 1V1a.��ri_�Y - . . Docs at least four Feat of naturally Occurringpol'vious lnatcrial existYn all areas nbge-vvod throughout tht area proposed.far the sail absorption systeml 7f not,'What is the depth of Naturally occurring pervlous rnatcriall CortTlcatlaxt x certify that an _ (date)x have passnd tfte sail evaluator e9taminatlbn approved by the Department:of Environmental Frotectlotl and tharthto above analysis Was pdrfbrmr dbymoconff1stentW1th . the rcquired training,expertise and experience dcscrlbed iri�10 C1VM 15.0117. 5i afore �.' Data 1� Z� 01 ' Q.15�1'�'lCtl'�lt.CI�OTY.I�.T�D� • 46'-0" - NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS j &DIMENSIONS IN THE FIELD g ! j�• A8 2) DONTRACTOR ETAIILS,&FINISO VERIFY ALL HES IN THE FIELD WIDTH OWNER EXTERIOR MATERIALS, 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE 6-11"ABOVE SUBFLOOR t 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 DECK 5.) 110 MPH EXPOSURE B WIND ZONE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING 4 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD 8.) SEE CERTIFIED PLOT PLAN FOR ALL EXISTING&PROPOSED DETAILS T-6" 16--0-- 13'-0" T-6" 6'-0" . 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS A 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS A8 TO BE 3000 PSI ANDERSEN ANDERSEN ANDERSEN FWG6068L C135 TW2432 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION SINK 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE O 0 1 DW I 1 a °O 5'TUB/ 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED RANGE I z ATH/ srlwR. 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY KITCHEN 'DRY. EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION INING (VERIFY KITCHEN INSTALLER/CONTRACTOR. LAYOUT W/OWNER) :O �- 15.)ALL HEADERS TO BE 3-2 x 8's UNLESS OTHERWISE NOTED s. 's8, LIN. v +se, ----- REF '? 5'0'x 6'8" ANDERSEN BIFOLD W - TW2442 6'-0" _ I o _ 2'8°x 6'8" y_0• FIRE RATED OOR W-4112" 0-1-9 2'4" 8'-11/2" Z. 34 GARAGE _—_ DN. �© 0 3-1 3/4"x 14"LVL BEAM ABO E(FLUSH) - ® CLOS. N O o � i LIVING 6'0"x6'8" II BIFOLD 17 ANDERSEN A281-2 9'0"x TO"O.H.DOOR W/TRANSON ABO1.VE v 0 C OS.m BEDROOM #1 _ CONCRETE APRON '4 ANDERSEN UP I� ' C49 TW2446 ??. CLOgo It I.�. ANDERSEN ANDERSEN ANDERSEN I ANDERSEN q TW2446 TW2446 B TW2446 TW2446 , A8 A8; IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION j]` 9'-0" 2'-3" 3--6" 5'-6" T-0" T-0" 5'-6" T-6" TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) \ +` FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL 8ASEMENT SLAB CRAWL SPACE WALL U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE 0,30 A ASSMEND. 0.55 49 20 or 13 5 30 15119 10(9 FT.DEEP) 15I19 NOTES: 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR FIRST FLOOR PLAN O SMOKE DETECTOR OF THE HOME OR R=19INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL ^ 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS CARBON MONOXIDE DETECTOR 4.13+5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR ®HEAT DETECTOR &RI CAVITY INSULATION C; ( OESIA I ANY ERROR OR OMISSIONS SCALE : DRAWING NO.: 1 THESE DRAWINGS ARE FOUND PRIOR TO START OF COTUIT BAY DESIGN, LLc W HOUSE FOR: Il ` 43 BREWSTER ROAD CONSTRUCTIONINGSIF CONSTRUCTION UCTIONCTOR 1/4" — 1'-O" — WILL BE RESPONSIBLE FOR THE CONTENT ' CAPEWIDE CONSTRUCTION D IGNEDOF MYSRORSOTRUCISSI COMMENCES WITHOUT NOTIFYING THE MASH P E E MA. 02649 DESIGNER OF ANY ERRORS OR OMISSIONS. DATE : PH. (508))274-1166 THESE DRAWINGSNOTED ARE. OLE MY OTHER HER THE USE RES T FAX (508) 539-9402 CONSENT TOFTHE DESIGN YOTHER USE N 334 BUMPS RIVER ROAD OSTERVILLE, MA ACTOF190T ESE INGSREYRIGHTPROWRRTEN 7/8/2017 - A OF CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION k 9 2'-0" 4 .-0., 1Fr / (GABLE DORMER) +�. 12'-0" 6,-0. 1 8'-8. 6'-0" . A B A8 ANDERSEN A8 ANDERSEN ANDERSEN (/ TW2446 TW2432 TW2446 J 5'TUB/ ITH SHWR. BA 3 4 UNFINISHED ANDERSENTW2442 STORAGE 11'-10- 2'-- &'- s O25"x 6'8- © 25"x 6'8" _ ANDERSEN ON. 4 ——— —————————— BEDROOM #2 I 2.0-x6.8" BEDROOM #2 " ACCESS LOS. 0 I - 2.0-x 6'8 c ` N v �i 2�" o O A o A8 zo 0 0 d d ANDERSEN ANDERS ANDERSEN ANDERSEN ANDER EN JANDERSE ANDERSEN TW2442 TW2442 B TW24310 TW24310 TW2431 F2442 TW2442 A8'-1,/2" 2'-9" '-11/2" 1'-11' 3'-7" 3'-7" 1'-11" '-11/2" 2'-9" '-11/2" - 3'-6" 7'-0•' 11'-0" 7'-0" T-6" (GABLE DORMER) (SHED DORMER) (GABLE DORMER) 14'-0" 32'-0" SECOND FLOOR PLAN Y a THE r, ® COTUIT BAY DESIGN, LLC NEW HOUSE FOR: CONSTR TIM.THNER BUILDING CONTRACTOR OTRV SCALE : DRAWING NO. ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START- ' 43 BREWSTER ROAD WILL ERESON.RESPONSIBLE FOR CONTRACTOR 1/4" WILL BE RESPONSIBLE FOR THE CONTENT 1r" COMMENCES WITHOUT NOTIFYING THE MASHPEE MA. 02649 CAPEWIDE CONSTRUCTION NTHEDRAOF WINSE SA IFSCONSTRUCTIONF PH. (508)) 274-1166 DESIGNER OWNER NOTED, OR OMISSIONS. DATE . �� FAX (508) 539-94 6 THESE DRAWINGS REQUIRES ORTHEUS OF THE OWNER NOTED.ANV OTHER USE OF 334 BUMPS RIVER ROAD OSTERVILLE, MA ARHITETHESE RAWINGSREOUIRESTHETECTION 7/13/2017 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. 46'-0" 16'-0" 16'-0" 14'-0" I I I � 1'-11" 3'-2, 10,-11^ 6•_0" 6'-0" 6•-6" 6•-4" 3'_0" INSTALL FLASHING UNDER HOUSEWRAP&DECKING 10"DIA.CONCRETE SONOTUBES ON 1` 24'.DIA.BIGFOOT FOOTINGS TO 4.0" r I DECKING BELOW GRADE,USE SIMPSON I Yo ABU66 POST BASE B FASTEN JOIST TO A8 BEAM W/SIMP ON FLOOR JOISTS H2.5A TIES P.T.2 x 10's @ 16"o.c. \ 3-P.T.2 x 12 \ \ 1-4" INSTALL PEEL&STICK RUBBER MEMBRANE BETWEEN LEDGER& SHEATHING P.T.2 x 10 LEDGER BOARD SCREWED TO o P.T.2 x 10's @ 16"o.c.W/MID-SPAN BLOCKING q r SOLID BLOCKING W/(2)LEDGERLOK SCREWS 16"o.c.W/ZMAX LU210 JOISTS HANGERS INSTALL SIMPSON DTT1Z TENSION TIES AT(3)LOCATIONS i I FROM HOUSE TO DECK JOIST (1)EACH END A I I Y A8 DECK DETAIL BASEMENT INDOW I I r- - I I I I I I DROP TOP OF FOUND. I I I I o ro I I I I I I 2 x 10'S @ 16"o.c. I I P T 2 x 10 LEDGER BOARD SCREWED TO _ W/MID-SPAN BLOCKING BASEMENT SOLID BLOCKING W/(2)LEDGERLOK SCREWS I ? I I WINDOW 16'.O C W1 ZMAX pNU22110 JOISTS HANGERS I I FULLNST I OTTlZ TENSION TIES AT(3)LOCATIONS BASEMENT FROM HOUSE TO DECK JOIST (1)EACH END I (4"CONCRETE SLAB W _ I I TYP I I 10 MIL POLY UNDER) BEAM 1 -10 7'-7" I I PKT. I _ I iFL I I I I I I \L S-12" INSTALL 5/8"ANCHOR BOLTS AT 38"o.c.MAX. I I GARAGE W 10 x 15 STEEL EAM _ _W 70 x 30_STEEL BEAM _ I �,P �� a FROM END W/SIMPSON BPS 5/8-3 BEARING PLATES —— PLACE BOLTS WITHIN 6"-15"OF EACH I I (4"CONC.SLAB I I I BEAM OF PLATE CORNER AND TO A 8"MINIMUM DEPTH PITCH 2"TO O.H.DOOR I -I- I PKT. I LAI— W/ x 6WWFEMBEDDED I I L 5"SO.STEEL P7 OST ON F__ � I I I I 42"x42"x 15"CONCRETE FOOTING W/3-#5 BARS —— EACH WAY 2"CLEAR wF 38 o.c. ¢ I I DROP TOP OF FOUND. I I rn I I BASEMENT iN 0 if I L———— AT O_H.DOOR ———J I _ v I i WINDOW �LLO I ' I -- ----- I - I �I CONC. I APRON I I © I I I I I P.T.2 x 6 SILL W/SEALER ————————— —— ——————————————————————— 1 z A$ B WALLS W/O#5 VERTICAL BARSION I A$ AT 32"o.c.,5-7"FROM OUTSIDE FACE OF WALL,GRADE 60 BARS &(2)#4 BARS AT TOP OF WALL 2'-6" 9'-6" 2'-0" TYP.8"x 18"CONCRETE FOOTINGS W/2 x4 KEY ANCHOR BOLT DETAIL 14'-0" I 32'-0" SCALE: 1/2"=1'-0" ' ` FOUNDATION/FRAMING PLAN I 1 r B Q® COTU IT BAY DESIGN, LLC NEW HOUSE FOR: CONSTRUCTION. SHALL N.THEB BUILDING NOTIFIED IF SCALE : DRAWING NO.ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD CONSTRUCTIONSIBLEFORTH CONTRACTOR 1/4" = 1'-0" WILL BE RESPONSIBLE FOR THE CONTENT ?I COMMENCES WITHOUT NOTIFYING THE MASHPEE MA. 02649 CAPEWIDE CONSTRUCTION INTHE DRAWINGS S ESIF ONSTRUC ION O I THESE DRAWINGS ARE SOLELY OMISSIONS. THE USE DATE PH. (50H 274-1166 THESE SE DRAWINGWNER REQUIRES THERUSEOF FAX (508) 539-9402 334 BUMPS RIVER ROAD OSTERVILLE MA THESITECTUNGSREOUIRESTHETECTION 7/13/2017 A5 CONSENT OF THE DESIGNER UNDER THE ' ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. i p c ALL SYSTEM COMPONENTS SHALL BE SYSTEM PROFILE MARKED WITH MAGNETIC TAPE OR NOTES (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. PROVIDE MIN. 20" DIAM. WATERTIGHT 1. DATUM IS NAVD 88 Route 28 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE o o 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS EXISTING a a \ TOP FOUND. EL. 47.8' FILTER FABRIC OVER STONE i �,�d �. 46.8' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. MINIMUM .75' OF COVER OVER PRECAST o �e5 tioµ 2% SLOPE I SQUIRED OVER SYSTEM 46' w NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST PRECAST H-10 RISERS (TYP.) THICKNESS REQUIRED BLOCKS OR UNITS TO BE AASHO H-1Q a 2'0 4"0SCH40 PVC MORTAR ALL PRECAST RISERS a ,.: ,•,• 6" MIN. SUMP PIPES LEVEL 1ST 2' COMPONENTS H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. t� 12" MIN INT. DIM. ENDS (TYP.) L.�217' SIDES 43.0' °a PGo 44.8' 10" 1500 GAL H-10 14" 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE 44.54 TEE SEPTIC TANK TEE 44.29' o ®oao aoo� aaoa- aoa '>o�o�o�o� WITH Locus s Ri�e� R o000000o000o WATERTEST D'BOX o0000000 ®oo®®oaf®®� 000aao®oaoa >00000000 310 CMR 15.000 (TITLE 5.) b Q o 0 0 00000000 a � � � oa�aaoaooa� ®ao�a®a��ao GAS BAFFLE..,* c o FOR LEVELNESS c�j ,'.0o0'0 0 0 0 ° �o�o�o�o ®a�aaoaaoo� aaoaaaao�o® o-o-o 42.45' 42.28' >�o�o�o�o oDa00000 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND o .L 40.17 NOT TO BE USED FOR LOT LINE STAKING OR ANY a 4 LIQ. LEVEL (ACME OR EQUAL) ... ':; :..:,.• :. :: . •:•:- a::..•,•..: :-..: OTHER PURPOSE. c JOoo00000000000000000000o0o0o0o0o0o0o000008 ` 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 L , 00000000000000c000ccoo. H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. D �,0'0„0_�_�_n_o_o 0 0 0 0 0 0_�_0_0_0_0.0 0 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. a 1 ALL AROUND PRECAST STRUCTURES 2X) UNITS REQUIRED ac 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X =12.83' 9. COMPONENTS NOT TO BE BACKFILLED OR Q Q C (MIN) OMPACTION. (15.221 [21) CONCEALED WITHOUT INSPECTION BY BOARD OF MIN. HEALTH AND PERMISSION OBTAINED FROM BOARD �a ( 2 % SLOPE) ( 4-+% SLOPE) ( 1 % SLOPE) OF HEALTH. LEACHING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR FOUNDATION- 13' SEPTIC TANK 43' D' BOX 13' 34.5' BOTTOM TH-4 CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP FACILITY NO GROUNDWATER FOUND VERIFYING THE LOCATION OF ALL UNDERGROUND & , *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1 =2000 f UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS WORK. PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 120 PARCEL 038/002 �A BE REMOVED BENEATH AND 5' AROUND THE LOCUS IS WITHIN FEMA FLOOD ZONE X BENCHMARK: CONC. �a PROPOSED LEACHING FACILITY. TEST HOLE LOGS BND. AT EL. 47.6' ZONED: RC (F: 20', S&R: 10') ENGINEER: DANIEL A. OJALA, PE, PLS 2 T 1 SITE IS WITHIN ZONE II B WITNESS: DON DESMARAIS, RS �• THE RFs�; R' �8� PB 393 PG 7 LOT 2 DATE: JUNE 20, 2017 < 2 MIN/INCH TH 3 `N1 PERC. RATE _ ¢8 CLASS 1 SOILS p# 15385 4 ELEV. ELEV. 111'�' O 0 - - / SYSTEM -DESIGN: 2" 0 2" o o k > 47 A A o GARBAGE DISPOSER IS NOT ALLOWED SL SL GAR. a 4" 10YR 4/2 4" 10YR 4/2 I DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD E _ DWELLING USE A 330 GPD DESIGN FLOW LS LS r TF = 47.8' 6" 10YR 8/1 6" 10YR 8/1 LOT 2 / B B 30,023t SF UP // / SEPTIC TANK: 330 GPD (2) = 660 1 LS LS / _ USE A 1500 GAL. SEPTIC TANK 34" 10YR 5/6 44.2' 35" 10YR 5/6 43.8' / \ 3 LEACHING: PERC I / _\ 4fi SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD C C 1 / \ �� BOTTOM 25 x 12.83 (.74) 237 GPD 768 TOTAL: 472 S.F. 349 GPD M/CS M/CS / USE (2) 500 GAL. LEACHING CHAMBERS (ACME -OR EQUAL) 2.5Y 7/2 2.5Y 7/2 \ / WITH 4' STONE ALL AROUND 138" 35.5' 138" 35.2' \ P NO GROUNIJWATEFF ENCOUNTERED p / 46 / p" 4 46.4' p„ 4 46.0' - / - `� / 0 , MA /2» 0 2" 0 APPROVED DATE BOARD OF HEALTH / A A :/ SL SL / /44 4" 10YR 4/2 4" 10YR 4/2 TITLE 5 SITE PLAN E E / OF LS LS 6" 10YR 8/1 6" 1OYR 8/1 B B .� / 334 BUMPS RIVER ROAD LS LS 43 �,°� // / OSTERVILLE _ 36" 1OYR 5/6 43.4' 38" 1OYR 5/6 42.8' / /� Scale: 1"= 30' PREPARED FOR PERC , // �`� 0 15 30 45 60 75 FEET CAPEWIDE CONSTRUCTION JULY 6, 2017 M/CS M/CS / / / � w ter Mgs. -\N of M'qs' off 508-362-4541 DANIEL c��\ fax 508-362-9880 / / o DAMELA. � Q � N � �•{\ downcape.com 2.5Y 7/2 2.5Y 7/2 OJALA (o A. ! A / ;�' OJALA U>' �/ 3s" ,38'� S , No 65020 �o o.4.0980P iI0WO cape e#7 keeriag, hac. 34.9 34.5 l , /O r,/ �°IFS�� T� �`` � �o Ss�� o� � civil engineers SioNA� land suweyors NO GROUNDWATER ENCOUNTERED i / _G ��� � ` 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 > 7- 165 II