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HomeMy WebLinkAbout0149 OLD STAGE ROAD #A - Health 149 Old Stage Road �-'Q11k"oa A= 189 -088 No. o � o Fee (50, THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for Mispo8al *pstem Construction permit Application for a Permit to Construct("Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Addrgs s o Lot N Owner's Name,Address,and Tel.No. lyy Assessor's Map/Parcel S.9 ®g g le4it al Installer's Name,Address,and Tel.No. Ef-1 L 3T&CWS Desigg;;��er's Name Address,and Tel.No. �?'g �pIOZI V►u,�rs �s iAn��1S 1 (�2 �1$ SC24,V414 eehh¢ -F ►SujE.i,Jo C, to Type of Building: Dwelling No.of Bedrooms �� Lot Size 17123 8 Sr sq.ft. Garbage Grinder( ) Other Type of Building 5 F D No.of Persons Showers( ) Cafeteria Other Fixtures Design Flow(min. equ. d) �S� gpd Design flow provided SG gpd Plan Date 12SB2�1 (o Number of sheets 1 Revision Date Title Y:*.t Plgh 054 Xtp/byeineh{-S r Size of Septic Tank f' 0 Gaffe.` Type of S.A.S. {�,/'oo 6464[ll�44at, i H �('o T ,C' &Ae Description of soil T 14-1 ®-6 10 r4 3l2 V-t P&rk _e >' 43e ow k t,o as Lao[ K_ -30 is l0 Y2 sl6 Yel6-;3 flro Sa ILd C��tn, p t�Ld,Rer 3��l�1��, �.s y 7/Y P•L4 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 Certificate of Compliance has been issued by this Board ea Signed Date Application Approved by o Date Application Disapproved by Date for the following reasons Permit No. Date Issued No. ,. (mil J Fee Entered in computer: THE'COM O WEALTH40F M SSACHUSETTS PUBLIC HEALTH DIVISION- TO N;OF-,BARNSTABLE, MASSACHUSETTS 0[pptication foT_ 1 t10 "al 6pste'm Construction Term' it y Application for a Permit to Construct(1, 'Repair( ) Upgrade( ) Abandon( )_ Complete System El Individual Components Location Address or Lot'A Owner's Name,Address,and Tel.No. E y q c�lcd V 4f e �cc d one Assessor's Map/Parcel /8 9 0,9 Installer's Name,Address,and Tel.No. Eie) L Designer's Name,Address,and Tel.No. �A�Zl ►Mi✓rs s (N�:\ I GiI�- 0Z6W0 Sc.(l,'✓��r F_aS;H �er,h� + <o"Sul E hlc 'Inc. Type of Building: _ Dwelling No.of Bedrooms 5 Qr• Lot Size �7i �3 5F sq.ft. Garbage Grinder( ) Other Type of Building S F D No.of Persons Showers( ) Cafeteria( ) Other Fixtures / Design Flow(min.required) S gpd Design flow provided 7 1 gpd Plan Date l Number of sheets I Revision Date Title f,'r`4e 00(gh (roNOS�-d Size of Septic Tank Cc,ffo Type of S.A.S. !t� `SO°J�iAffo� ��,cn.�e�� ;ti `( 0f �0„2 DescripoonofSoil 7 4- 1 fop 0'C 1002 3/z y­(I PGfk G -ey,s4 9rowv` toli4,,Sun.a�i �,. 6-30'� tt``fi t'2 54- 4;-�, '{e((��+ ;3� 4�u +�. .5Cj#WW1 �04a.h r (�(�/ �`( '�y Pa o ._ 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 Certificate of Compliance has been issued by this Board eal . Signed Date ' Application Approved by �C �, Date Application Disapproved by Date for the following reasons Permit No. Date Issued --------------------------------------------------------------------------------------------------------------------------------------- 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 ( Gl 9 0l0( .544Cl? �aG has been constructed in accordance with the provisions of Tt le 5 and the er Disposal S tem Construction Permit No. dated Installer r � -�5 ! Designer 5"//, #bedrooms 13 pd /0� Approved design flow 5­0 gpd The issuance of this permit sh molt b construed as a guarantee that the system will nc ion, i ed. Date �-� �� i Inspector ---------------------------------------------------------------------------------------------------------------------------------------- No. 10 �/I� Z� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Nsposal ,6pstem Construction 3permit Permission is hereby granted to Construct(✓J�_ Repair( ) Upgrade( ) Abandon(�-- System located at /y J UIpP S (e o G � J t 1. and as described in the,above Application for Disposal System Construction,Permit. The applicant recognized his/her duty to comply with L Title 5 and the following local-provisions or special conditions. Provided:Coiistruction`must be completed within three years of the date of this permit. L p \- Date l a Approved by • - - c �'R� .��`• .. R Town of Barnstable FtHE'o Regulatory Services o� Richard V. Scali, Interim Director + BARNSTABLE, i y MASS. Public Health Division �A 1639. rEn � Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 51107 1 Sewage Permit# 16 OL 0 Assessor's Map\Parcel�o$� Designer: Ju(/,'V4A Installer: GC.` S&ejev\ S Address: 7 kol Z?a Address: -7 t fy��rs�on� On 1 IT-7 11 ; Pri was issued a permit to install a (date) (installer) septic system at 141 U��. o based on a design drawn by (address) ��'vq� �h rheer;n datedilts1i(e ,rt,j• Z(zA IQ designer) L l 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. Strip out (if required) was inspected and the soils were found satisfactory. 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. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the terms of the I\A approval letters (if applicable) SN OF Mass oy 9 JOHN C. i, C'DEA a Ins r'?� Signature) Civit Igo.48168 (Designer's Signature) (Affix DesigiieR's-,td*r Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc Health Master Detail Page 1 of 1 r, LIR4- 7=1 k+ Is'an..y Crr _ „^^^?ehp Hi.radtltM4:#, Logged In As: TOWN\stantond Health Master Detail Monday, February 1 2016 Application Center Parcel Lookup Selection Items Reports Parcel Septic Perc Well Fuel Tank Parcel: 170-045 Location:274 STONEY CLIFF ROAD, CENTERVILLE Owner: RAINVILLE, RICHARD C&BETSY A Business name: Business phone: Rental property: ❑ Deed restricted: ❑ Number of bedrooms : 01 Contaminant released: ❑ Fuel storage tank permit: ❑ Save Parcel Changes Return,to Lookup Parcel Info Parcel ID: 170-045 Developer lot:LOT 23 Location:274 STONEY CLIFF ROAD Primary frontage: 111 Secondary road:BUCKSKIN PATH Secondary frontage: 123 village:CENTERVILLE Fire district:C-O-MM Town sewer exists at this address: No Road index: 1539 Asbuilt Septic Scan: 170045_1 Interactive map: Town zone of contribution:AP (Aquifer Protection Overlay District) State zone of contribution:OUT Owner Info Owner: RAINVILLE, RICHARD C & BETSY A Co-Owner: Streets:274 STONEY CLIFF RD Street2: City:CENTERVILLE State:MA Zip: 02632 Country: Deed date:8/2/2001 Deed reference:14105/98 Land Info Acres: 0.34 Use: Single Fam MDL-01 Zoning:RC Neighborhood: 0105 Topography:Level Road:Paved Utilities:Public Water,Gas,Septic Location: Construction Info Building No ear Buil Gross Area Living Area Bedrooms Bathrooms 1 1969 3720 1872 14 Bedrooms Full-0 Half Buildings value:$140,300.00 Extra features: $37,000.00 Land value: $108,500.00 r. http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=170045 2/1/2016 I ' NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS ' &DIMENSIONS IN THE FIELD s•-9• +r-3• sz-0•• S N 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER ' 3.) VERIFY ALL LANDSCAPING DETAILS W/CONTRACTOR&LANDSCAPE E DESIGNER/CONTRACTOR IN THE FIELD I I 4 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MAS$ACHUSETTS I I zs s-31rz- z-m 1- rJ• z•-m 1rz• s-31rz• ro• 6a• 1a•nr STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 I , 5.) 110 MPH EXPOSURE B WIND ZONE I I 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, I I ` A8 RINSE OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING I t STATION 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD M f A D H D c c c 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY MACDOUGALL SURVEYING I FOR ALL PROPOSED 8 EXISTING DETAILS I I I v RIFYALL srncK sync 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL EXIST. SINK SIMPSON COMPONENTS I WIC. I i ow'%RSW/ w/D wm __ �------- rr ——————— -- --------- ----------------J---- I m 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS I - - TO BE 3000 PSI I Exlsr n I LI I I CRAFT z 9•r• 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE EXIST. I'; I ROOM �� JJJ DURING FRAMING CONSTRUCTION BEDROOM - CE TERLINE I'__ FAMILY I I LAUNDRY A 12. TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE w II GAS F.P. 'CATHEDRAL CLG. i II'VERIFYALL ROOM rT=r-r a +1rx3°' �, CLO 13.)FOLLOW ALL REQUIREMENTS OF THE IECC2009 RESIDENTIAL ENERGY U II DETAILS W/ - SLI NGI I I I I I TABLE Fi OWNERS BAR I I I I I - EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION ——————————— INSTALLER/CONTRACTOR FOR THE STRETCH ENERGY CODE _ - f�O14.)VERIFY ALL LANDSCAPING DETAILS W/CONTRACTOR&LANDSCAPE _ = �j +•-3^ PR1/``//�`//ODESIGNER/CONTRACTOR IN THE FIELD I I 2•a••xce• F PKT.DOOR51 WINDOW SCHEDULE nzD�NCLOS. E ! ' ;; CA LT BI O N7 1 1? r6 4'6' BUILTHI TYPEMANUFACTURER'S UNIT ROUGH OPENING REMARKS EXIST. ___ I I I OOMBEDROOM — - A ANDERSEN TW2646 2'-8 1/8"x4'-8 7/8" DOUBLEHUNG 0 BATH -__-� II i _ --_-- ii 2s•`cs � A v B TW2032 2'-2 1/8"x 3'-4 7/8" DOUBLEHUNG / C TW2432 2'6 1/8"x 3'4 7/8" — ————— DOUBLEHUNG O 73'Z' jyP N ——— I b 9Y ---- -- ------- CLOSD TW2856 2'-8 1/8"x5'-8 7/8" DOUBLEHUNG TEMPERED DINING 2'g'xG8" Q '7 z•8••xsB•• �E A21 2'-0 5/8"x 2'-0 5/8" AWNING ———————— •c• a-B• I I I I 2'9'x 68" e PKT.DOOR F TW2442 2'-6 1/8"x 4'-4 7/8" DOUBLEHUNG I I (VERIFY KI7CHgNN I I M I ° I G A251 2'4 7/8"x 2'-0 5/8" AWNING I �' g-0•' LAYOUT wi wI�IER) I I I Ili HALL 4 I TUB/SHOWER O LIN. Q)AT 1'r II II I 1•-r xsa 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS REMOD. I CT a ISINK DW I I qB•DIA I I I GAS F.P. ON b I VERIFY ALL r6•x68' � O L___J 11 TABLE 11 BATH WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS KITCHEN�^ --____� �; I DETAILS W/ PKT.DOOR -------- I OWNERS 2.ANDERSEN 400 SERIES WINDOWS WHITE EXTERIOR W/ I IT- I I I I zB x 6e• O m GRILLES.LOW-E HP 4 GLAZING W/SCREENS&STD.HARDWARE T7� I I PKT.DOOR B e"\1 II II WALLOVE CLOS.FINISH BED A A8 i OO HOOKS W/SHE. nBOVE 1'43' +x I I O II © PKT.DOOR ----------- 5 ;I NP BUILT-IN SHELVES REMOD. NEW N 1:ENTRY NAILING SCHEDULE PANTRY PORCH I E 11 v m CATHEDRAL CLG. '+---- 110 MPH EXPOSURE B WIND ZONE DECK p i i I i m BUILT-IN A JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING (2)AA.71'T 78 x68• ' I BE Mp BED ROOF FRAMING: I I I BLOCKING TO RAFTER(70E NAILED) 2-8d 2-10d EACH END B.Q) T iB I S.¢. `i I I S.L. RIM BOARD TO RAFTER(END NAILED) 2-16d 3-16d EACH END 411 DESK CLO$. WALL FRAMING: 70P PLATES AT INTERSECTIONS(FACE NAILED) 4-16tl 5-16d AT JOINTS STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o.c. HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES PORCH FLOOR FRAMING: § m 4 JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST 19 4'-0•' 1r-s a•-1D• 4•-z• 5•-1a• z-1°' r-iG' >o BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-1Od EACH END b A A BLOCKING T SILL TOP PLATE(TOE NAILED) 3-16d 4-16 EACH BLOCK A8 - A8 LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON p LEDGER TO BEAM(TOE NAILED) 3-8d 3-10tl PER JOIST BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16d 3-16d PER FOOT HALF WALL ROOF SHEATHINGik_P WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16'o.c. 8d 10d 6'EDGE/6'FIELD RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 1Od 4 EDGE/4"FIELDGABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d lDd 6'EDGE/6'FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6'EDGE/6'FIELD 5zd• W/STRUCTURAL DAL RAKE OKERS 1�/ l GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8tl 10tl 4"EDGE/4"FIELD `(T,^/'/�'/ CEILING SHEATHING: / FIRST FLOOR PLAN IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS GYPSUM WALLBOARD 5d COOLERS — r'EDGE/10•'FIELD �\`�uA CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION WALL SHEATHING: v`) , X(' LEGEND: TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) WOOD STRUCTURAL PANELS(PLYWOOD) Q /\. -'J FENESTRATION SKYLIGHT CEIUNG MOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL ` L,l`-1 U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE CRAW-E STUDS SPACED UP TO 2T'o.c. 8tl 10d 6'EDGE/12'FIELD _ _ _ _ 1/2'&25/32'FIBERBOARD PANELS 8tl — 3"EDGE/6'FIELD N\ EXISTING WALLS 0.33 om IS Bo - ..__ tyf9 10(2".DEEP) +N+3 12"GYPSUM WALLBOARD Sd COOLERS — r'EDGE/1O'FIELD / L--3 CONSTRUCTION TO BE REMOVED NOTES: FLOOR SHEATHINGWOOD STRUCTURAL PANELS(PLYWOOD) NEW CONSTRUCTION 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. ! //J 1"OR LESS THIC 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR GREATER THAN 1"KNTHICKNESS 10d 1 6d ESS 8tl 1tl 6'EDGE/6"FIELD 6•EDGE/12"FIELD VVV fff"' SMOKE DETECTOR OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL' Q CARBON MONOXIDE DETECTOR 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONSARE FOUNDON SCALE DRAWING NO. � COTUITBAYDESIGN. LLC NEW ADDITION/REMODELING FOR• THESTRUCTINGSPRIORDINGCTOF 43 BREWSTER ROAD WILLCON BE RESPONSIBLE FORTH CONTRACTOR (� WILL DRAWINGS RAWIN S I FOR CONTENT 1/4H = l'-OH MASHPEE,MA. 0264" C MMENC SWITHSIF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE PH.(508)274-1166 CUR Y RESIDENCE DESIGNER OF ANY ERRORS OR OMISSIONS. FAX(50V)539-9402 THESE OMER NOTE SOLE OTHER THE USE OF THE OWNER NOTED.ANY OTHER USE OF DATE : THESE DRAWINGS REOUIRESTHE I.I.- 149 OLD STAGE ROAD CENTERVILLE, MA CONSEECTURAEDESIGtGHTPR PROTECTION 11/3/2015 Al ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. I S N E A8 . i F � s-0•• 14•-s• 1a-v Y m F !q S h' b F m !V O f L FF A Lo ROOF NE OF WALL BELO BELOW (SO FA I B BATH I e A8 rs•.BC' A8 L LINE OF OPEN C I I II CUPOLA ABOVE I $ _-J I I O Im b �¢ m Q to Iw —PORCH ROOF rVELVX BELOW 19 ——— I ABOVE HT ABOVE I � I I I I ACCESS ACCESS PANEL PANEL i +gyp Im I 13 I IW I� I I e b A ►—PORCH ROOF A A8 BELOW- SECOND FLOOR PLAN THE DESIGNER SHALL BE NOTIFIED IFANV OR OMISSIONS ARE FOUND 0 NEW ADDITION/REMODELING FOR: ERRORSCION. HEBUIDINGCON. COTUIT BAY DESIGN, LLC THESE DRAWINGS PRIOR TO START OF SCALE : DRAWING NO. : 43 BREWSTER ROAD BE RE5 PONSIBLE FORTHE CONTENT--- WILL IN THESE DRAWINGS IF CONSTRUCTION 1/411 MASH PEE,MA. 02649 COMMENCES WITHOUT NOTIFYING THE C U R L E Y RESIDENCE DESIGNER OF ANY ERRORS L OMISSIONS. PH.(508))274-1166 THESE DRAWINGS ARE SOLELY FOR THE USE �� FAX(508)539-9402 TOF THEHERE MERNOTNDS ED.ANY THERUSEOF DATE 149 OLD STAGE ROAD CENTERVILLE MA CONSENT OF THE DESIGNER UNDER THE 11/3/2015 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 188 4'-6' 15'-70' 4'0 15'-10' V Y P.T.4 x 4 POST W! T-V 12'-4" AZEK CASING&T 2'-6' 2'-0' 13'S" 2'S' HIGH BASE ANDERSEN EN A21 W2442 T S N TW2442 ram,9091low B I I I I I B tQ 2'8'x88• " e 4 rTACCESS C IIII DECKDN. B E IIANDERSENY-8• WA HA WAL NEL UP V m ibn I CLOS.FOLDNG eD 6x8 W0 ( .D v 4 x BEAM AB V I _b SINK � -f' U.CI 111 ANDERSEN © REq. ANDERSEN TW2442 ?4 A251 2-0 2-4'2'-4' © WETBAR ANDERSEN A251 COVERED N' - ENTRY _—————— ROOF In BELOW - rg 8 x 8 WOOD BEAM ABOVE GARAGE 4'-0• b 4 OFFICE TV ` P.T.4 x 4 POST W! 4 9 N AZEK CASING&7" HIGH BASE ep _----_—_--1 --- - 6 x 8 WOOD ANDERSEN BEAM ABOVE ANDERSEN �+ ANDERSEN TW2442 TW2442 A251 ANDERSEN A261 v A PKTXDOOR 4 A4 d 4 fj TH BUILT-IN A4 0CAB. BATH70•X 7'0.O.H.DOOR O J CONC. AND"2 NOTES: APRON TW2442 8'-W a'-0 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS T-W s'o 3'-6 &DIMENSIONS IN THE FIELD 16'-0• 18'-0• 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER FIRST FLOOR PLAN SECOND FLOOR PLAN 3' ROUGH FRSTFOLOORTOB 6D8 HEIGHT WINDOWS F RSAT 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS ©SMOKE DETECTOR 8TATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 5.) 110 MPH EXPOSURE B WIND ZONE Q CARBON MONOXIDE DETECTOR 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, ®HEAT DETECTOR OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING 7•) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY SULLIVAN ENGINEERING IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS ) FOR ALL PROPOSED&EXISTING DETAILS 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION ALL SIMPSON COMPONENTS TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS FENESTRATION SKYUGHi CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL TO BE 3000 PSI U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R VALUE 0.32 0.60 49 20 30 1 15M9 10(2 FT.DEEP) 10113 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION NOTES: 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION I NSTALLER/CONTRACTOR. 15. ALL HEADERS TO BE 3-2 x 6's UNLESS OTHERWISE NOTED COTUIT BAY DESIGN, LLC NEW GARAGE FOR: THE DESIGNERDRAWINSNNLLBENOSTARIFANY ERRORS OROMISSIONSARE FOUNDON SCALE : DRAWING NO.: THESE DRAWINGS PRIORTO STARTOF 43 BREWSTER ROAD Wj CONSTRUCTION. FOR THE CONTRACTOR U = , WILL BE UCTI O.THE FORTNE ONTRA r 1/4 1 -0 IN S IF UCTION MASHPEE ,MA. 02649 CURLEY RESIDENCE DESIGNER jF AN ERRORS OR OMISSIONS COMMENCES WITHOUT NOTIFYING THE PH. (508 274-1166 OF THE OWNER NOTED.AS OTHER SEE DATE : THESE DRAWINGS ARE SOLELY FOR THEUSE THESE THE OWNER NOTED.ANY OTHER USE OF FAX(508)539-9402 CHNSENTOFT EDEIGNE UNDER THE THE 2/2/2016 Al 149 OLD STAGE ROAD CENTERVILLE, MA ACTITECT ALCOPYRIGHT PROTECTION ACT OF 19TI/RN.COPYRIGHT FROlECRON SEPTIC NOTES , 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours • 4t :. Prior to Any Excavation For This Project the Contractor Shall Make Final location of vent to be DESIGN DATA the Required Notifications to Dig Safe(1-888-344-7233)and contact decided in the field. Vent to t `� Single Family&Garage i� Sullivan Engineering&Consulting Inc. have activated charcoal filter(508-428-3344). .� -5 Bedroom @ 110 GPD 2.The Contractor is Required to Secure Appropriate Permits From Town 4 Bedrooms in house House F.F. El. 50.26' • R 1 Office(Bedroom)in Garage Agencies For Construction Defined by This Plan. See Note 6 (typ.) 15' 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall F.G. EL. 48-5o't Min. ;z= ._•1 • No Garbage Grinder House F.G. EL. 48't F.G. EL. 47-48't F.G. EL. 48't Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to Garage FG to be Confirmed ' Total Dail Flow=550 GPD .,_ 3' Assure Watertightness. In General,`Water Lines Shall be Constructed in 3.75' Complies Use a 2000 Gal Septic Tank with Coordination With COMM Water,and Shall be in Accordance Flow Equalizers -�1. With 248 CAM 1.00-7.00&310 CAR 15.00. i House El. 46.50' r As Required Breakout LEACHING AREA 4.A Minimum of 9"of Cover is Required for All Components. Garage El. `47.0' Min. • ' q P 9 EL. 45.58 Installer To 2000 Gallon 550 GPD/0.74(LTAR)=743.8 SF Required 5.All Structures Buried Three Feet or More or Subject 2-Compartment EL. 45.33 Top EL. 45.51 Sidewall=2 12.83'+42'2'=219.3 SF to Vehicular Traffic to be H-20 Loading.It is the Engineer's eer's Con firm Prior Septic Tank H-20 *' ( ) g b'm To An Work Y D-Box EL 44.97 Bottom Area=(12.83'x 429=538.9 SF Recommendation that H--20 Always be Used. H-20 Require See Note 5,10&11 H-20 d. � • ,� Total Provided=758.2 SF 6.Install Watertight Risers and Covers to Within 6"ofFinished Grade 44.51 leaching Over Septic Tank Inlet,U,and Outlet D-Box,and Two Leaching Chamber. To Be Installed On Chamber " „ able ompac�ed ase ot. EL 42.51 OEMLocation Map: LEACHING CHAMBER DESIGN All covers are to be maximum 18 for concrete or 24 Cast Iron. . ... ,.. .. .. 7.Septic System to be Installed in Accordance With 310 CAM 15.00& Bedding,"T"s, .. _. 1"=2,000±' All Pipes to be Schedule 40. Use Inspection Port, 1f Erscotmtered Re,rlr�ve 3c Relildoe ZOO of Barnstable 4-500 Gal.Leaching Chambers in a & Baffels An ......:.;Sods wrth�n 5 ref o 12'-10"x 42'Washed Stone Field as Shown. Board 248 o Health Regulations.Revision and the Town as Per Title 5 itle f?u#cr ......ter of TMe SS$tem v? °p S.All Piping to be Sch.40 PVC. :.: .................... N ASSESSORS REF. 9.D Box Shall Have a Minimum Inside Dimension of 12",and a Minimum EL. 34.5 Sump of6'. No Groundwater 10.Septic Tank Shall be a 2,00o Gallon,with 2 compartments. DEVELOPED PROFILE OF SYSTEM Per Test Hale 1 Map ,89, Parcel 088 The First Compartment Shall Have a Volume ofNot Less Than EL. 20 Groundwater 1,100 Gallons and the Second of Not Less than 550 Gallons. NOT TO SCALE Per T.O.B. Standard ZONE: The Compartments Shall be Interconnected by a Minimum 4"0 RD-1 Vented Inverted U-Shaped Pipe with a Gas Baffle on the Outlet. PERC TEST Setbacks: 11. The Separation Distance Between the Septic Tank Inlets and PERFORMED BY:CARMEN E.SHAYRS.CS.P Fron t 30' Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend SHAY ENVIRONMENTAL SERVICES INC. Side 10' a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 20.5" DECEMBER 22,2005 Rear 10' , EquippedGas Basile.Below the Flow Line and Shall be With a SITE.PASSED TEST HOLE- 1 EL.46.5' TEST HOLE- 1 EL.48.0' OVERLAY DISTRICT: ::.. Ap-1 E1Z r0YR:�/2:::::..:..:: :. : a LAYER rn 3t2 _ AP Aquifer Protection District Finish Grade VERYDARI GREI'dSHBROVE :;::.;:: VERRi`DARKGREI•�IIBROVvW 6„ Ei?Ah1Y:SArJD '::.':` :;::: 46.0 6" Li7Ai4fYSrY:ND 47.5 3„ Max. _ > a I� =? - ► ... .. FLOOD ZONE: ,, „ %9 Min Compacted Fill Y,S,GI,QWI��HRQT�IY...>.: "mil LQW#SIa£13KQW1d Filter 30.......... . . :..... St11VT?.. ...... .... 44.0 36" Xtrf?. # `; :: ::.:.:: $AN]?YIrfJA11t i.; 45.0 Zone X (not a flood zone) Fabric _.. 714 FEMA Map # 25001CO563J And/Or PALEBROWN PALEBROWN Effective July 16, 2014 2„ 118" - 112 / MEDIUM SAND MEDIUM SAND ` Pea Stone Soil condition to be verified 36" 43.5 36" PERCTEST 45.0 3 H-20 314" - 1 112 O� by the engineer 25 GALLONS RV8MIN. r 25 GALLONS IN8MIN a VARIANCES: \ � at time of installation -' r -. b 144" PERCRATE<2MINIIN TAR-0.74 Depth of system 6' max. LEACHING Double Washed N�F to 1e I (L - ) 34.5 144 PERCRATE<2MIN/IN(LTAR=0.74) 36.0 CHAMBER Stone 0f garrs , y +� GROUNDWATER ENCOUNTERED GROUNDWATER ENCOUNTERED no increase in flow with vent t � _ 10„ enf wiorj A L 1�' - 10 ,� I 1 ),ti F" � 1�.8'� BRB % She Fnd , O 5 ' 7 / 29• r CROSS SECTION OF CHAMBER �° o 12.3' NOT TO SCALEAnd _ - 1 10.1' r- sting S Qo 1 f - o be oved 42.Q \ \ Proposed / Existing tank J b I --- I--- I 0, \ © -Ger49e` Cr4s & D-box to be J f tt) I I I ( / / hec,s _ Removed o� he// Proposedlk / // t •� a� 0 o Ak j / Y �. l L_ Additio_rLS \ _ " \ / ✓ ' CJ ` -�/ it / ----- -���- f \ ; A� tf \� A, y¢, / 4 �- ------ �- 10 - i Lot Area 67 -0 e. r" / r sl.,,, Ft' 1(` , 33.Jam' I A O 1 17 2 8-+5F � Fro ✓ � -� -� / t / Q I __ Le end Q Crushed Shelf Drive m 0 Iron Pipe �\°�o �O / /l/ �o o __ rt Op Spike Found o % ; ✓ 4� o / _ - ) r 1 _'---J---------------------(- ` r••+. ID BR8 - Barnstable`Road Bound �`�'�, h r oD . . 5 + _ _ ' _ - Guy f/ / J - #149 -a Utility Pole v/ j / 1 / 1 sty w/f OHW Overhead Wires �`,� i \ Dwelling / „W o IP vCDi f�y 87.82' S82'01 10 - _ - - Fnd •+ 25- - Elevation Contour // / b J�o• / ��� 7� 55 - o 7 �i /Act � r �, � '.�- �- - - - - _ N � P�SH OF/ygssq o Cedar Tree 1 66' Fnd _ - - - - - °v �� cyG 4 OHN C, m Cb IL 000 o ^ •48168 Deciduous Tree 9 N/r 20 h' ,�. Vy - NIF Driveway Easement p0t1/a/ \ Spk / S76'46p0„ - - William T MYrick Jr See Plan Book 10715 �rFssG • /STER�G\��F o \ Fnd / ONAL EN + Coniferous Tree Rev.: Add Garage, Septic line, and 2 Compartment Tank 1212412016 TI TLE: PREPARED BY. PREPARED FOR: NOTES: Site Plan 1. The structures shown were located on the Proposed Improvements CapeSury ) ground • •• by conventional 'survey methods on (or between) � Engineering & 7 Parker Rood Jane & Michael Curley 28/OCT/15 and 12/JAN/16. m At - U. Ivan Consuitin ,Inc. osterville MA 02655 149 Old Stage Road -� A V (508) 420-3994 (508) 420-3995 fax 149 Old Stage Road (5o8)428-tea • eo.9=659 . 7 Parker Road,Osterv1110.MA02655 capesurvncapecod.net Centerville, MA. 026.32 2.) The property line information shown hereon was SeclQsulllvanengin.com • wwwsullivanongin.com compiled from available record information. ■j Bamstable, (Centerville) Mass- 3.) This plan is not for recording and is not to be � Draft: CTR, RRL 20 0 10 20 40 80 used for construction layout or deed description . Field:' WHK � •�L DATE: SCALE: Review: JOD RRL COMP.: CTR, JOD, RRL purposes. January 25, 2016 1" = 20' Project: 3500018 Project: M. CURLEY i �