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HomeMy WebLinkAbout0071 CAMMETT WAY - Health 71 Ca hme-Vay, ` 'mAf§6h§ Mills i " 1 TOWN OF BARNSTABLE i1 a 2 LOCATION 71 tJ&4 SEWAGE VILLAGE VA,11!�, ASSESSOR'S MAP&PARCEL —D INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) CAAjt , Z (size) 13 x Z S' NO. OF BEDROOMS r0dMf R3, OWNER J PERMIT DATE: COMPLIANCE DATE: 1 Z 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 34 J,� ,r 2 7 2 (A,M1II '^'A� 131- sit BS7 751 ° �}Z; MY ate=S7 3=CAS� L A4=3yr • No. _ Fee V/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Disposal *pstrm Construction Permit Application for a Permit to Construct TVI} Repair( ) Upgrade( ) Abandon( ) �;Complete System ❑Individual Components Location Address or Lot No.'71 C.,-jr c ,r-bPs' (113 Owner's Name,Address,and Tel.No.``(�e„a►� 21,�V s�o 0 Assessor'sMap/Parcel W'A man"'a Lbn� . s-^3s1,;A !'!} 07s_63 Zl Installer's Name,Address and Tel.No. f; $ "d Desi ner's Name Address and Tel.No.C 9 i G•$lea any 11�►5 g ' � f�A 0 71 d"1r rs6,1 (" -11s MPt %4 q -joo a - 477— 1 Type of Building: Dwelling No.of Bedrooms k Lot Size ';0000 sq.ft. Garbage Grinder( ) Other Type of Building 'KAS:A--^CQ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) > gpd Design flow provided gpd Plan Date $'2SI, Number of sheets -1-11 Revision Date Title PLop,5A 5q4-, $11^ J S . ?Lj -i i C.-Nn-44 U ( jaLns ti.fls ri Size of Septic Tank /j DO Type of S.A.S. a �«nSSn 1cs Description of Soil to r 4,5PtMY ��30n Q yl'i\ l-•ra f $�� �B U �asH a�c�l,V S-16 Yy iY I n 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 Env' onmental Code and not to place the syst PrInperation until a Certificate of Compliance has been issued by this Board of ealt S' ne Date Application Approved by Date c }� Application Disapproved by Date for the following reasons Permit No. Date Issued Mila - No. i � � � ) Fee /5 V THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION- TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for 33i Apo'` a pstem Construction-permit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No.71 C-i-ir•tef LL% ,r'W (Ells Owner's Name,Address,and Tel.No. N9 tr'loonccl -.SS Lnn� �,n`` tt t Assessor's Map/Parcel L,>qq p ' +� dJ;ef� /1!} UZS63 ZIS� Installer's Name,Address,and Tel.No. Cr:, $-jtV&,kS Designer's Name,Address,and Tel.No.Cetj:,teQP%n Q.N, ,irr— ^S� o� Q '1176 IXL)o Grosg�S:Q1J Q�, I�res�ao-lc MP�o264y D �o 71 I"b,rs61 N 11s M4 p26 4<2 5a 3 o — 77—sJ Type of Building: ` Dwelling No.of Bedrooms nn Lot Size �0 sq.ft. Garbage Grinder( ) Other Type of Building Q65=A,- ec No.of Persons Showers,( ) Cafeteria( ) Other Fixtures Design Flow(min:required) gpd Design flow provided Zy gpd-- Plan Date � I LS I 1 j Number of sheets -1-1 Revision Date Title Pr000Sc.,� 5co4:c SyS�err �S:�� Q��,.t `71 Ccu�rAJ4 y4H Size of Septic Tank /j oc, Type of S..A.S. S�c<c55 i �cs Description of Soil toYr L-y p�M Y S qn 0 q/-N SG f%) S 6 j4)6 - 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 Env' onmental Code and not to place the syste nin operation until a Certificate of Compliance has been issued by this Board of ealt S' ne d'� Date nn �� Application Approved by ' l Date 'o�M-5 Application Disapproved by Date , for the following reasons Permit No. ` ' Date Issued ,J --------------------------------------------------------------------------------------------------------------------------------------- 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 -7! c_., M i M I,% MA has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No_X/5—33-:1-dated ! 5 Installer E P\r,- cjifj QV S Designer s #bedrooms a- Approved desigrrfl 1 a gpd The issuance oft `'s permit shall not be construed as a guarantee that the system will funct� as design Date I�l 1 I 1� Inspector ► .� v --------------------------------------------------------------------------------------------------------------------------------------- No. oo 1 l� - 3 3 p)•,_ Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE, MASSACHUSETTS !Disposat .pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at 71 O -u rl�.r-A.nJ r1:16 ti 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:Construction must becomp eted within three years of the date of this pe it. Date f Approved by I , Town of Barnstable SHf Tpk o Regulatory Services Richard V. Scali Interim Director I� * &UtNSrABLE, MAC. Public Health Division. �A i63q. 10 'F1639 0. Thomas McKean, Director 200 Main Street,Hyannis,MA 0260.1 Office: 508-862-4644 Fax: 508-790-6304 Installer &.Designer, Certification Form Date: I Sewage Permit# 70«7- 33aAssessor's Map\Parcel 99 -33 Designer: li v,c):vi ke Q t',�c rtL 1 r. Installer: �- Address: i "L iti, �,« �s�' t�<A Address: en, !36-'x 7I On Cfl r 57 UEX 5 was issued a permit to install a da ) (installer) septic system at 71 (A w►Mt�- " 0 M , J( � based on a design drawn by (address S"1 L C vn HL C. 'f C dated g' 1�^ (designer) 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. Strip out (if required) was inspected and the soils were found satisfactory. I certifv that the septic system. referenced above was installed with major changes ( .e. greater than 1 U' 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 co fiance with the terms of ta roval le rs (if applicable) o PETER T. (Install ,nature) CDM C VILEE No. 35109 s er' Signature) (Affix Desigi 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 Fonn Rev 8-14-13.doc Flo Town of Barnstable P a`'IKE 1 .oifi Department of Regulatory Services (aARNWAaLE, PublicRealth Division Date � MARS. i 019• ���. 200 Main Street,Hyannis MA 02601 ED t C3 C1_ �t Date Scheduled_ (-S Time Fee Pd. -G Soil Suirt-ability Assessment fir Scw1ua'�e Disposal Val lonned By:_ <�'�-� M En}.-C-�. s✓=_'1-� I}W�. W ih,essed By: 4 1 rn v'�l (^/- S LOCATION&GENERAL INFORMATION Location Address 71 U,✓, rt c-}(._W.cq 0tvner's Name.- C.C,5( ✓' A' M6V-s3j-KS Mru, KA Q Z-(e�la Address Assessor's Mau/Pereel: 6qy -033 Engineer's Nanu;j��� ��y�l.Ci✓a 4-7.2 NEW CONSTRUCTION k REPAIR Teteohone9 c s�tc— -7- r-7 � Land Use Slotes�� �"t L i_ -. �_ --- I (%). _ Surface Stones i Distances f uln: :DPen Water Budy•f-1/�N-_.`I1 Possible We[Area_Kl7s-' ft Drinking Water Well fJ ft Drainage Way n Pro,eny Line y-t—tY Other fe g y____.1 I _ — SKETCH:(Street name,dm,ensions CA ot,exact locutions of test holes&per,tests,tocatc watlund.s in prosunit;in twl::SI I I I I _ — , CP C � t� t Parent material(geologic) L"r�1 \ Depth In Bedrock Depth to Groundwater: Standing Water in Hole: ! e^'e= Weeping from Pil Pace Ajbc'-C > "Estimated Seasonal High Groundwater I3z_ _ DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: , _in. Depth to Soil mottles: Depth G]weeping Iron,side of obs,hole_ _-,--in. &0undwatcr Adjusnnonl Il. ludex Well @ Read mg Datc.__,..... Index Well le,cl Adl ta,nn_ Adj.G10wulwtucr Level PERCOLATION TEST Dale Time Hole P Z' --._ 'time at 9" 'rimeei 6" 2.�1 �`11c� Snarl Pre-soak Time rQ _ _ S Time(9"-6") End Pro-suak II M Rate Min./Inch Site Suitability Asscssmene Silc Passed Site Failed: _ Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- *"It'percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:1SEPT1CkPERCF0RM.DOC - i DEEP.OBSERVATION•HOLE LOG Hole#�s mepth from Soil Horizon Soil Texture Still Color Soil. _ Other_ I 3urface(in.) (USDA) (Munselt) Mottling ($wcture,Stones;Boulders. e ffi Qrnvcil_ l 138 c ( ,S�ct �z,S DEEP OBSERVATION HOLE LOG Hole#�z Depth from Soil Horizon Soil Texture Soil Color Soil Other �urface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistency. , JfMjz. -3Z- 1U7�s/G II DEEP OBSERVATION HOLE LOG Hole# 3 _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface 0u.) (USDA) (Munscil) Mottling (Structure,Stones,Boulders. i•tc cv.%Gravel)_ — I G�-31 (j (LS& 56 I DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Sol( Other Surface(in.) (USDA) (Munseli) Mottling (Structure,Stones,Boulders. Consistcacv °h Omvel) 3-3 Ntc St�� zr.s��l� - i I I j I - I i rlood Insurance Rate Map: Above 500 year flood boundary No--- Yes x Within 500 year boundary No_&_ Yes Within l00 year flood boundary No!Z{_ Yes Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areus observed throughout the area proposed for the soil absorption system? IC-3- If not,what is the depth of naturally occurring pervious material? — Certification I 6ertify that on 11 (date)I have passed the soil evaluator examination approved by the D.partment of Environmental Protection and that the above analysis was performed by me consistent with . the required train' expertise and experience described in 310 CUR 15,0177.. Date S�gnature QiIS EPTIC\I'ERCPORM.DOC I ——102—— EXISTING CONTOUR Old Falmouth Rd x 100.98 EXISTING SPOT GRADE N $F/-yjr� OVERHEAD WIRES W EXISTING WATER SERVICE TEST PIT N $ BENCHMARK ass - o = o` LEGEND Voi a y ✓V o N o� m Cammett Ln F Ci <Oye��s VoF Commett Vyy Ci 87.75 4r_ 90.38 \ MO'n St LOCUS x\\` LOCUS MAP \ \ NOT TO SCALE o3,SS BENCHMARK SET 91.68��\ � MAGNETIC NAIL I I x \ EL.=88.26 88.26 84.03 ( I I 92.02 88,26 90.31 /x 9�• \ \ ` "ki x 90,44 \87,87 91,31 x o R TP-4 o _ F �— \\ TP-3 89.61 \ 'b ( II .01 92 _l Fq TP 2 O,o \4 Abut. Hse. �. PROP. #61 ARAGE p� ?2 90. 7� TEPTI 4' �I 92..3 to 90.74 i ^� i/�0 92.1 82.23 I ( I x - /. I I \ PROPOSED/ I' ' x 8 .71 \\ HOUSE(#7y) 14'x16' x 88/33 II I I \\ ��\CK 9 .�l Pp.��/ x 89.92 ` x 86,f 0 \\ \\ \ x 88.60 CELLAR o \ \ ENTRY STAIRS \ \ 61 \ DRYWELL / 87.30 X x 78.03 \ \ 8b.34 z p� x �` \\ o �� x 89.38 ��� 41 � SPIKE �SET 8A.36 18 7,3 x ----88-� 83.74 x� LOT 9 \ 20,000 S.F. / 85.87 �� of 4f4s tis 'sop, PARCEL ID: 99-33 o PETER T. l'✓' --86------- ��"'4- x 85.69 McENTEE o CIVIL "' FLOOD ZONE DESIGNATION No. 35109 84,87 MAP NO. 25001CO542J p REVISED: JULY 16, 2014 a £C/SSE h'pFF � �NG�� NON-HAZARD/Q y � 7 ZONING CLASSIFICATION: ZONE RF SETBACKS: FRONT YARD=30' SIDE/REAR YARD=15' MAXIMUM BUILDING HEIGHT = 30' OF Mgs�9� WIND EXPOSURE CATEGORY: Exposure B o� TERRY ti� PROPOSED SEPTIC SYSTEM SITE PLAN WARNER ANN 71 CAM M ETT WAY, MARSTO N S MILLS, MA o a No. 38721 o � Prepared for: COTUIT BAY DESIGN, 43 Brewster Road, Mashpee, MA 02649 �^rJ C/STE�\� OWNER OF RECORD Engineering by: Surveying by: SCALE DRAWN JOB. NO. HILL, CASPER W Engineering Works,Inc. WARNER SURVEYING 1"=20' P.T.M. 199-15 P.O. BOX 1069 12 West Crossfield Road 22 Long Road BREWSTER, MA 02631 Forestdale, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. (k �j C/O STEPHEN B JONES, ESQUIRE (508) 477-5313 (508) 432-8309 8/25/15 P.T.M. 1 Of 2 h NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:87.5 SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE INSTALL RISERS & COVERS OVER INLET PERIMETER OF THE S.A.S. AND SET TO 6" OF FINISH GRADE. PROPOSED D-BOX PROPOSED S.A.S. PROVIDE ACCESS TO GRADE OVER OUTLET COVER INSTALL WATERTIGHT RISER & PROVIDE TWO ACCESS MANHOLES TO WITHIN 3" T.O.F.=93.0 COVER SET TO 6" T GRADE OF FINISH GRADE FOR INSPECTION PURPOSES F.G. EL=92.2t F.G. EL.=91.8t F.G. EL=91.0f F.G. EL=90.5t MAINTAIN 2% GRADE (MIN.) OVER S.A.S. L = 10' ' L = 17' 7@S=l% 13' ® S=1% (MIN.) ® S=1% (MIN.) (MIN.) 4"SCH40 PVC 4"SCH40 PVC4"SCH40 PVC 6" to"I " BB $ Ma 14" 1:6T aBaMaae INV.=89.25 48' LIQUID aaaaaaa LEVEL ADD TEFFECTIVE 4.8' 4INV.=87.67 PROPOSED INV.=87.50 INV.=89.50 GAS INV.=89.00 D-BOX WIDTH = 12.8' INV.=87.00 PROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS _ SURROUNDED WITH STONE AS SHOWN H-10 RATED TOP CONC. ELEV.=87.8t BREAKOUT ELEV.=87.50 -- NOTES: INV. ELEV.=87.00 ease ease ease eases 1 CONTRACTOR SHALL VERIFY ALL EXISTING PIPE Maas aa600 ) BOTTOM ELEV.=85.00ff INVERTS, PRIOR TO INSTALLATION. 4' 2 X 8.5'=17.0' 4' 2 SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE 4' MIN. OF NATURALLY OCCURRING TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED _ PERVIOUS MATERIAL EFFECTIVE LENGTH = 25.0' STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. ABOVE GROUNDWATER LEACHING SYSTEM SECTION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTT. OF TP-1, EL=77.5 - 4) CONTRACTOR SHALL INSTALL AN APPROVED GAS BAFFLE (NO GROUNDWATER) 3/4' TO 1-1/2' DOUBLE ON THE OUTLET TEE. I WASHED STONE 3" LAYER OF 1/8' TO 1/2' SEPTIC SYSTEM PROFILE DOUBLE WASHED STONE (OR APPROVED FILTER FABRIC) SOIL LOG DATE: AUGUST 24, 2015 (REF. P#14,792) SOIL EVALUATOR: PETER McENTEE PE, (SE#1542) GENERAL NOTES: WITNESS: DAVID STANTON IRS (HEALTH AGENT) 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL Elev. TP- I Depth Elev. TP-2 Depth BOARD OF HEALTH AND THE DESIGN ENGINEER. 89.0 A 0" 89 5 A 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOAMY SAND LOAMY SAND LOCAL RULES AND REGULATIONS._ 88.3 1OYR 4/2 8" 88.8 B 1OYR 4/2 8" _ 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR B LOAMY SAND TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE LOAMY SAND DESIGN ENGINEER. 10YR 5/6 10YR 5/6 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 86.4 C 31 C 86.g 32" FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN PERC ENGINEER BEFORE CONSTRUCTION CONTINUES. 30"/48" 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. MED. SAND MED. SAND 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 2.5Y 6/6 2.5Y 6/6 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 77.5 138" 78.0 138" THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. Elev. TP-3 Depth Elev. TP-4 Depth 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 90.1 0" 90.5 0" IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND A A REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). LOAMY SAND LOAMY SAND 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 10YR 4/2 10YR 4/2 8" INSPECTED BY DESIGN ENGINEER. PRIOR TO BACKFILL 89.6 8 6" 89.8 B LOAMY SAND LOAMY SAND 10YR 5/6 1OYR 5/6 87.6 - 30" 87.7 33„ PERC DESIGN CRITERIA 30"/48" NUMBER OF BEDROOMS: 2 BEDROOMS SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) MED. SAND MED. SAND DESIGN PERCOLATION RATE: <2 MIN/IN 2.5Y 6/6 2.5Y 6/6 DAILY FLOW: 220 GPD DESIGN FLOW: 220 GPD GARBAGE GRINDER: NO-not allowed with design 78.6 138" 79.0 138" LEACHING AREA REQUIRED: (220 GPD) = 297.3 SF NO GROUNDWATER OBSERVED .74 GPD/SF PERC RATE 2 MIN/IN. ("C" HORIZON) PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-20 RATED PROPOSED SEPTIC SYSTEM SITE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 71 CAMMETT WAY, MARSTONS MILLS, MA SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 2(12.8' + 25.0') X 2 = 151.2 S.F. Prepared for: COTUIT BAY DESIGN, 43 Brewster Road, Mashpee, MA 02649 BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. Engineering by: Surveying by: SCALE DRAWN JOB. NO. Engineering Works,Inc. WARNER SURVEYING N.T.S. P.T.M. 199-15 TOTAL AREA:.............................................................. 471.2 S.F. 12 West Crossfield Road 22 Long Road Forestdale, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD (508) 477-5313 (508) 432-8309 8/25/15 P.T.M. 2 of 2 59'-0" 25'6" B 16'-0" IT-6" . A6 N T-10" 8'-0" T-9" T6" 10'10" 14'-5" 6-8" A 4 DECK A6 I A6 ON. ANDERSEN FWH6068APLR ANDERSEN ANDERSEN FRENCHWOOD 1 A21 CW135 INSWING DOOR ANDERSEN ANDERSENI j TW2646 YiD TW2646 D O /�! —p — O O X f l SINK J DW FREESTAN ING I KITCHEN RANGE GAS STOVE VERIFYALL TAC I (VERIFY KITCHEN DETAILS W/ p wio LAYOUT W/OWNER) I`qN OWNERS io I REF ININ r BEDROOM #1 o WN I O III I STAIR 2'8"z 6'8" 2'-4" S'-2" 5'6" 4'-0" 2'-10" 20'-2" FIRE RATE 2'6"x 6.6" GARAGE ANDERSEN ON. - ANDERSEN 4 TW2646 'Z' O TW2646 4 ® N N 3 LIVING 2'0"x 6'8' % a0 I FREESTANDING❑ LIN. VERIFYGASST LL O n � I VERIFY ALL DETAILS W/ 4 N O I OWNERS N TILED o CLOSI N I N I f0 X 9'0"X TO"O.H.DOOR W/TRANSOM ANDERSEh ANDERSEN ANDER EN ANDERSEN CONC. TW2646 TW2446 TVV2646 TW2646 I73'-6" APRON 4 8'-0" '-2" 4'4" 6'-10" 9'-3" 4-2" PORCH ANT A6 C . P.T.6 z 6 POSTS W/AZEK AF) - B CASING&8"HIGH BASE A6 IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS 16'-0" 27'-0" 16'-0'; CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) FENESTRATION SKYLIGHT CEILING MOD FRAMED WALLFLOR BASEMENT—U.BASEMENT SLAB CRAWLSPACEWALL FIRST FLOOR PLAN O U-FACTOR 0.FACTOR R-VALUE ft-VALUE R-VALUE R-VALUE R-VALUE 10VALVE 0:33 0.60 C9 20 30 15118 10(2 FT.DEEP) IOI13 S SMOKE DETECTOR NOTES: ©CARBON MONOXIDE DETECTOR 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS, 2.15119 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR ® HEAT DETECTOR OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS ��/J ALL BE NOTIFIED IF ERRORSIGNER OR OMISSIONS ARE FOUND ONY SCALE : DRAWING NO.: EaI ( COTUIT BAY DESIGN, LLC NEW HOUSE FOR; COSTRUCTIN. iPRIOR TO STCONTR III\ 43 BREWSTER ROAD WILLBERESPONSIBLEFORTHECONTENTTOR 1/4' _ 11-OIL MASHPEE MA. 02649 IN THESE DRAWINGS IF CONSTRUCTION OROMISSI FLICK RESIDENCE COMMENCES W THOUT NOTIFYING THE DATE : I THESENORAWINGS ARE SOLELY OFORTENUSE OF THE OWNER NOTED.ANY OTHER USE OF PH. (508) 274-1166 FAX (508) 539-9402 71 CAMMETT WAY MARSTONS MILLS, MA ARCHITECTURAL RCHITECT NOSREOUIRESTHETECTION 9/5/2015 Al CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION 59'-0" 25'-0" ----- -------------, N OUTLINE OF DECK ABOVE I . I I I I I I I I I I I I A I 18, I I I I 1 -1 5'-3" 1'-9" I I A6 UP I I ANDERSEN TW2442 I I r EGRESS CDWINDOW BASEMENT WINDOW BEDROOM Q BASEMENT GARAGE � •+60 t�0 s8� —— ry �xs' ryCLOS. e' — FREESTANDING GAS STOVE O ' BASEMENT 2'6"x 6'8" - VERIFY ALL WINDOW 8'-0" DETAILS WI OWNERS BAT ' O O UP Y 0 BASEMEN WINDOW A ------------------ ---------- A6 OUTLINE OF�PORCH ABOVE C B A6 A6 16'-0" 27'-0" 16'-0" BASEMENT PLAN NEW HOUSE FOR• THEOEDRAN I SHALL BE NOTIFIED IF ANY SCALE : DRAWING NO. COTUIT BAY DESIGN. LLC i ERRORS CONSTRUCTION. HEBUtLREFOI/NO ON THESE DRAWINGS PRIOR TO START OF CONTRAC' ILLBE RESPONSIBLE FOR IT E CONTENTTOR 1/4" — 1 -0" 43 BREWSTER ROAD T IN THESE DRAWINGS IF CONSTRUCTION MLAJ S H PpE E MA. 02649 FLICK RESIDENCE COMMENCER WITHOUT NOTIFYING THE A 2 PH. (SOORJ`)1 274-1166 DESIGN EROFANOTED.AS OTHEI USED. DATE : FAX 508) 74-11 6 THESE DRAWINGS REQUIRARE ES ELY T7E. 71 CAMMETT WAY MARSTONS MILLS, MA HE USE O�FTHEOF�ERNOTED.IGHT PRTECTTOF CONSENT OF INGS REQUIRES THE R HE 9/5/2015 CONSENT OF THE DESIGNER UNOER THE ARCHITECTURAL CO W RIGHT PROTECTION