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0081 RUE MICHELE - Health
0 Rine Michelle Barnstable °' . A= 335 — 067 t R �g ' 4 �. # t I� II I 1 �' �. }}I 1' y .dp' �... 1"t s? No. �' ^ fie- Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for 3Di5po5ar 6p5tem Cou0tructiou Vermit Application for a Permit to Construct(✓� 'Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. c[.E �"� /L /if t� /��Af,�;�/ er's Name,Address and Tel.No. Assessor's Map/Parcel 3 421 �+ /� r+il�/ Installer's Name,Address,and Tel.No. SAS ��-Io ILI Designer's Name,Address and Tel.No. FSG LAM 1MZr*k,1\V q(T ANV\si 13-f'rt Pec4TX- Type of Building: O2.6 73 5--b8 - 77 sea X4r`l Dwelling No.of Bedrooms Lot Size yy, 7S Z sq. ft. Garbage Grinder (W Other Type of Building 12-as No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) Y!(Q gpd Design flow provided gpd Plan Dater 1/7 $)N 7 Number of sheets l / Revision Date Zd Title Size of,Septic Tank ®yr ,g C70 Type of S.A.S. Description of Soil 4t&!!Z Am- —/2-1ArJOI u N•t -S,+W� Nature of Repairs or Alterations(Answer when applicable) A-94 EX Le C- C2 A 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 T' e 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this ( s �1 bar of Sign t P - - Date Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. Date Issued -' -: 40 No. ' �+.�„__ ,. Fee { THE COMMONWEALTH OFMASSACHUSETTS, Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zfpplication for �Digbnl �&pgtem Cowgtruction Permit z r Application for a Permit to Construct(V� Repair( ) Upgrade( ) Abandon( ) 9.Complete System ❑Individual Components Location Address or Lot No. /Z.V 4-.' 1W I�. L�,o er's Name,Address,and Tel.No. Assessor's Map/Parcel 3 3-T 6 '7 ���,z�I„J /r Z 4,z- i Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ESC GrL v�J/�� L�✓� Type of Building: O G 7 3 v 2 - 5;"— Ir 9 Dwelling No.of Bedrooms Lot Size e/y, ->5 Z. sq.ft. Garbage Grinder (W Other Type of Building /2_ 5 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) A14 Q gpd Design flow provided 4K_57.±� gpd Plan Date 9ke — !Zd /1_ 9-)14/1 Number of sheets / Revision Date Size of Septic Tank /, 5 d O r Type of S.A.S. Z_ +-r,0 cr ry,1•2,,,, 6c-2 C- Description of Soil , 1.-/icy c�72 /l'!!`/J /N n v Nature of Repairs or Alterations Answer when applicable) Date last inspected: Agreement: p " The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Ti�je 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued b�y^thisB"oard of Hj�alth. Signed 1 I,t .Date / ! Application Approved b., / f ,i1 iC j s Date J Application Disapproved by: r F Date r for the following reasons r r f KI1 /J Permit No. / �/ / � Date Issued �W 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 / -A at / i l.� II"/�"I 1,�)(/ I hnRpen con ,ruccte�i•n�aec.rdance �with the provi ions of Tiitlle 15 lan`dthe for Disposal System Construction Permit No. dated Installer /��N 1`� Designer P #bedrooms Approved design-fl'ow® _ ,-� t gpd The issuance of this perriiit shall not be construed as a guarantee that the system 411 function a destgned. '---- Date Inspector ...�.� -------------------------------------- A - -- - --- No. WP�;. ------------- Fee t THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS r" ai5pont �&p,5tem Con!5tructiou permit ` Permission is hereby granted to}ConstructR/ep/air/(_ J ,Urpgrade ( Abandon�"� System located at ✓5 / (/>i I 1 l 1 /1"� / f',/ � I/� t��1 / 1 rT ((� Y a. � , Y E J {./ a po j -Y •y'�Y p..r. v �.r 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: Const cti n st be completed within three years of the date of thi e Date '' Approved by �; 1 f Town of Barnstable Regulatory Services Richard V. Scali,Interim Director * sAartsraai.e. � MAM ��� Public Health Division 1639. '-Thomas.,McKean,Director 200 Main Street, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form r Date: June 8,2018 Sewage Permit# �1 J Assessor's Map\Parcel 335\067 Designer: BSC Group Installer: 0 kfme Mad Ir- (� Address: 349 Route 28, Unit D Address: o iso, , West Yarmouth, MA,02673 91ky11 -'o4'- M On l UA GUG Y V(f c(�, Was issued a permit to install a (date) y .(installer) septic system at 81 Rue Michele based on a design drawn by (address) Brian G. Yergatian dated June 29, 2017(Revised August 4, 2017) (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 certify that the septic system referenced above was installed with major changes (i.e-:1' 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 constructe ance with the terms of the I\A approval letters(if applicable) j,�H OF,ygsc ti n� ,- g� ` BRIAN G. N J V lib fi' o YERGATIAN (I taller's Signature) " `. CIVIL y No:46206,0 90� �Q/STEV6 FSS�ONAL ENJv°° (Design 's ign re) (Affix Desi `Stamp 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. QASeptic\Designer Certification Form Rev 8-14-13.doc I �f TOWN OF B_ ARNSTABLE LOCATION p VXC— SEWAGE# � r VILLAGE f7Gt,�y,sfal�- ASSESSOR'S MAP.&PARCEL :335- 67 INSTALLER'S NAME&PHONE NO. (�,� per, aft 5-6 f I SEPTIC TANK CAPACITY 004 LEACHING FACILITY: (type) ( ,y„ee,/S (size) X 1 2, NO.OF BEDROOMS OWNER4u_ p p PERMIT DATE: COMPLIANCE DATE: r b ( p Separation Distance Between the: / Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility b Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) NIA A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Iv�(� Feet FURNISHED BY O �v ,cam 335-0�7 ' �3Town of Barnstable P# Q Department of Regulatory Services A � Public Health Division Date 0 Il 0 ��� 200 Main Street,Hyannis MA 02601 x Date Scheduled Time Fee Pd. ®� Soil Suitability Assessme tfor Sewage Dismal ' Performed By: ' Ore& Witnessed By: f y) GENERAL INFORMATION Locat' ddress QjLQOCATYON 1 Owner's Name e l� ,y 3 f 7.7 2v� IVJZ'C f/�GG A;r— e,,,L � Address /0z /`U if ��e���.� Assessor's Map/Parcel: O/jqp 3 35, P12LAk 6 7,40146 Engineer's Name &L 6T 12A,1p NEW CONSTRUCTION 1�<_ REPAIR Telephone# 5M?`?79 497e? Land Use T�� A ��' Slopes(%) 1.�""�'��, Surface Stones lr✓�`1 Distances from: Open Water Body Possible Wet Area S"0 ft Drinking Water Well ft Drainage Way /V-1 ft Property Line tf ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) IA a Parent material(geologic) /' 0r01;0e,. Depth to Bedrock NI Depth to Groundwater. Standing Water in Hole: r� Weeping from Pit Face N/9 Estimated Seasonal High Groundwater e DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: D 65 n Depth Observed standing in obs.hole: in, Depth to soil mottles: Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level—. Adj.factor, q Adj.Groundwater Level, PERCOLATION TEST. , Date 5 Time/; 'C1r7:' Observation t — Hole# 7� Time at 4" Depth of Pere 66 Time at V f i Start Pre-soak Time @ Time(9"-6") 3 End Pre-soak � / Rate Min./InchF`T Site Suitability Assessment: Site Passed _ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If 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, Log Q:\SEPTICVERCFORM.DOC A'" DEEP.OBSERVATION HOLE LOG Hole# / Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. o i tert ravel d^ i2,. G, S�rv/J /D Y•2. 3/3 /L/"ivo. �Z -VL7 & /2 Z Z'el'q"I.caleo o yam'6�3 /V0/Vf DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil A Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) U 14 G+ 5,-f v0 /0 y'Z T1 3 `Vodvf' i2"-2y11 6 G. 5erv0 to yg S 6 yt/ome 2L/11— 6S„ /e� r S�C'���e.oktw� /v'�2 6/3 �Alonl tall lM,S 1+A10 0 y 4L wolvrSOi�^tG STarv��c, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Gravel) b /D` 64 rgnl It,* T�i (/llatW� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones.Boulders. Consistency. s Flood Insurance Rate Man: Above 500 year flood boundary No— Yes ., Within 500 year boundary No= Yes I Within 100 year flood boundary No— Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? _M9 G$ If not,what is the depth of naturally occurring pervious material? Certification I certify that on I'f v Z. (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described in 310 CMR 15.017. Signature Date Q :\46P' C%PBRCFORM.DOC Town of Barnstable P# 1 %� oF� � '►� Department of Regulatory Services , RNST" : Public Health Division / Date�'iK' K0 77 s639 �� 200 Main Street,Hyannis MA 02601 Ea trt1K► . Date Scheduled �S 9' / Time�"_ Fee Pd. • ti Soil Suitability Assessment for Sewage Disposal Performed By: L'1 r1►�-lL � � Witnessed By: a4V LOCATION&GENERAL INFORMATION LocatiAddress d i2C>� C or /�T 2 Owner's Name C , 6 s .tic G���� t��/tit�/�t+2VrO ryG�4 Address 5 v� gvlL� rvt�Pe&7X Assessor's Map/Parcel: '�j 3/ �067Engineer's Namebse- L7� NEW CONSTRUCTION REPAIR Telephone# 50 6—179 �91 Land Use VAtA6*9'_" �-EXAYPI L-Slopes(%) b—g/o Surface Stones N A l Distances from: Open Water Body q'00 I ft Possible Wet Area C) 4 ft Drinking Water Well ft Drainage Way 1QA ft Property Line 3S — ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) - z � G Parent material(geologic) More,•h e— Depth to Bedrock AA Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face AJ T Estimated Seasonal High GroundwaterT. DETERMINATION FOR SEASONAL HIGH WATER TABLE - _Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in, Depth to weeping from side of obs.hole: _in, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor— Adj.Groundwater level, PERCOLATION TEST Data nme Observation Hole# 01Z Time at 9" - /,114 � Depth of Perc /y6 Time at 6" Start Pre-soak Time @ y' 71me(9"-6") End Pre-soak /D` 22 Rate MinJlnch Site Suitability Assessment: Site Passed X— Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If 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:\SEPTICVERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency,%Gravel) I.SRNO / 'f /V) 6AJ. `v & It 0-f o DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(tn.) (USDA) Mottling (Structure,Stones,Boulders. ) (Munsell)) onsi ten % Zy t,7L S.emy wit oD yt-611 to, .SAn!!> /17 -e 6Ay Pea- 02 P 1' /).S&VO (D Y27�3 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 1 DEEP OBSERVATION HOLE LOG Hole#' Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consi en y Flood Insurance Rate Map: Above 50o year flood boundary No— Yes Within 500 year boundary No= tYes 0 Within 100 year flood boundary No— Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? y t �/ If not,what is the depth of naturally occurring pervious material? �afiC 2 f 4 terti_ fication I certify that on 0 Z (date)I have passed the soil evaluator examination approved by the a Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise nd ex erience described in 310 CMR 15.017. Signature Nnln= Date / D 7 Q-WEPT10PERCFORM.DOC I �. • � III � 'r. • I°m� arch1. t5 y k t, �F J c;rc'ci<'�fr:.'.f;jrr•.C: f architects interior designers builders 400 Main Street t .,... J..I _� ..._.._I-,I °°+� Chatham ..._.__.:.. •.:��L,'-: ..! I•r 1 1 L I u I L i Jr L4 ... rc,-.��• rl., 1441 ..I l t r� 3 I, Massachusetts 0263 I. IL:JIJ. YI;. -J II I a I F r I I J 1 1 V.�_L i i ! w�, SOS 241.-1767 JI. 1.- T.-?I:ILI I I 'fIr1 LII 1 .I iL�I'L I'4 O.J ..1_ �yw" I' I I? I II 1' f T Il.11 1! I ;; "`. I I II I r I 1�11 II U I ! I I�� I II 1 I I I � l I I). Ir'� I py -I '�'I 'I •I f III II'I:1 'f 'p'..Lul II'll 1. Irl Il 11 .L� L:IL tt�j II I I: II II L.I :rL!:.ulr 1 11r-III-I. IrLt I,.I. ;r il,I.I I 'II ll IIJ ,:r itII 'I II I1I ! 299 White's Path 7 ll ri� f. f fl I 1 ..t'r f�. .I.�:. I t :.I.;: ti !'.L.: II❑ -r._,. I ,I:.!!.I r .1 rl:(t._ J.. I._L_. South Yarmouth �ttl_,Vi. I fivil ..,.t_..!. 7 c.l_Ivilll....i>,i.r.�..,r l-J.,......._.....�..__. 7 a L ._r1 _ r.U.l L L;.1 ! ! V Massachusetts 02664 I 7 ... _: t J. „•.,„ ,. .Ir"It;a'',_"' a "It :--1 JiL .I --i-'I rt.._ I. .1 .1 - r --.� 11-..I. i t.. i' ..`:_._:... _Ir,,i.;.a•I _....... .J __...t lv....._. l..__I....:.�. ......L.. —. _.I. ...... _.._L._.....: ._....J.._....... a..,....Lt.. .. .,... __..__,_...,.._ L L...,.. -.1 .._...... . . ;.al._L I..._._,. SOS 3628883 ,. ul;:. I! t ,. ,r, I. ,I .111:..6 I f-•. .. L.._I'i_i_.'.L t_...lJl. .I1�. ....I. ....I_h h, t„Jt)1�...:•.L.. ,..1 f!L I. I...n U.e.'..__..._..' L1 llll ,,lul • III II I,;. ,n 1, oII I: it Ohl.. -. ; .I ., •I ,..I. ._..... i4!!...4I- ;11,i 'I. •It 1 I, :_r._... .:IIi I!: SOS 7602800 ......l�l :•.-L..... II...._... .L...._,IJ..... ....._I._.... .. .... .'I. .1 ..... 1...:....Lr... 1.1.._. J... . ..1..") I..1 t ._I..I 1: I ._� . _..I I,..1... L. l,. _ 1. .. I.'...I:..:.L...,. �. Il..l.11 1,II II I, , 1 i.....1 -.I: -.:..I:.I,.1 rlf I'_. I... !: I_J.I.f I:I.. :.(.4,. .1,-r.. _ "!..1...._Il !;.I.:I! li'11 J� III.I I' ili:l Iil!I` I''. JI_IJ 11 l'.I I I II 1,..... t 1 1.1 f. : 11 _t .I•:"__ ,.......: - ..L..... l,.. L....LJ.L ti..l..._ - L! :?.li, r.1 ,,J, !I.. a: J.,. 'I I I'. l.J?J.t l 1...!,' _.?I; '.J:',i_C 1,1.a1. (fax)5087605500 I,Lr ll,ll I11it I'I,.Lir +a..JI., I'r l,.l I. f,rll ERTARCHITECTS.COM `.....I .... i{ ❑ I _ �t:A.:)�21 ._.I.-. I �I r II I :1--I' ❑ '`^ I' L I.L. t.�.1 i; II 1 f. 'It- '!L. I _I...._l.. ' ': (II ! 1 l , .11� 1 I I II 1 I. a-171 1' J I 1 J lfl' t 171,II I: JtI 1 I .4 11 C U1 I f. .I L: Ill•i' � III 4 I'. t i � II L L.'ll 1 h 1 � 1 _ ' fti r JI I r-', I"' r •.,I I I �IIr 'f'IiP '. .. A®/�1® Lj— I R I I: L 1 ❑ ■ ■ - ■ 4 - 0 Residence a 0 ❑ ❑ r , f ` II: = 81 Rue Michele Barnstable Massachusetts THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED&SIGNED WITH _ - AN ORIGINAL ARCHITECTS STAMP AND SIGNATURE&MARKED "PERMIT SET"OR"CONSTRUCTION SET". r _ - LIST OF DRAWINGS CO S NO. REVISION DATE THE CO VER HEET AO .FOUNDATION PLAN AO.1 PARTIAL FOUNDATION PLAN ADAIRA0.2 FOUNDATION DETAILS _ c' Al FIRST FLOOR PLAN PROJECT#: 200617 RESIDENCE A1.1 BARN FLOOR PLAN REGISTRATION:_ .. , • A2 SECOND FLOOR PLAN . -_ - ',._ A3 ROOF PLAN L:t 8� A4 NORTH&SOUTH ELEVATIONS .arA5 WEST&EAST ELEVATIONS fF.R * Rue Michele A6 PARTIAL ELEVATIONS f.4I 1� ..?.,i! A7 BUILDING SECTIONS AS SCHEDULES&DETAILS Barnstable S1 FIRST FLOORrRAMINGPLAN SCALE: 1/4"=II-0" Massachusetts S2 ROOF FRAMING PLAN SHEET NUMBER / - C 0 DATE:AUGUST 1,2017 6� THIS SHEET INVALID UNLESS jJ ACCOMPANIED BY A COMPLETE �Sll PERMIT SET 08-01-2017- NOT FOR CONSTRUCTION SET OF WORKING DRAWINGS Concrete to be 4000psi at NOTES: ,. __..__._. ______..._._ ....._g_ 1. MAIN FOUNDATION WALLS TO BE 10"POURED CONC.W/2 `-:.':',r.::: "• 28 days. 3/4"aggregate. - #5 TOP AND BOTTOM BARS. REST FOUNDATION ON 1•'°�- a C c e ® cc s Provide first floor deck before backfill. 10"X20"STRIP FOOTING. PROVIDE 3 @#5 HORIZ.BARS �rlr ur.���.:c�jsrnrf CONTINUOUS IN STRIP FOOTING W/KEYWAY. PROVIDE s 5/8"X12"ANCHOR BOLTS @ 2'-8"O.C.MAX. _ architects interior designers builders - Note: Provide min.8"between finish 2. ALL STRUCTURAL STEEL COLUMNS TO BE 4"X4"X5/16" grade and lop of concrete wall. SQUARE STEEL TUBE COLUMNS TO EXTEND TO FOOTING 4"CONCRETE SLAB Grade to be Itched away from structure. P Y BELOW. PROVIDE 6"X6"X5/8"CAP PLATE AND 7X12"X3/4" I:• GARAGE ABOVE 400 Main Street - Pitch grade away 1/8"per foot from BASE PLATE W/2 @ 3/4"DIA.BOLTS. WELD ALL Chatham structure at least 6'-0"away. CONNECTIONS. FOOTINGS TO BE 42"X42"X15"SQUARE s-s�• Drop top of wall ss• 1 - CONCRETE W/3 @#5 BARS EACH WAY. - 12"at door openings' Ma sOB 241 sachusett757633 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. 4. DUST CAP TO BE 4"POURED CONC.ON COMPACTED FILL. CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES. i 299\1Phite's Path 5. •CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS - South Yarmouth - REQUIRED BY CODE(WINDOWS OR MECHANICAL) I - Massachusetts 02664 . 6. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION 508 362 5883 WALLS MAINTAIN 4'-0"MINIMUM COVER. _ 3-3 508 760 2800 7. PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL (fax)508 760 5800 REAMS TYP x a wa 8. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL Typical#5 Bars @ 12"o.c. ERTARCHITECTS.COM , .. STRUCTURAL COLUMNS. vertical poured into main PORC " <-s• 9. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR I Foundation walls to tie in AB-0V DIMENSIONS.ANY MISSING,INCORRECT,OR knee walls as _ • QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE - r(Drop top.o wall sue' ATTENTION OF THE ARCHITECT BECOME THE - - - - 12"at doo openings } RESPONSIBILITY OF THE CONTRACTOR. ® Y 1a'a S-6 M.O. ,a'.98- - 1a-0• I ad e s i FN e n Ce D. Typical#5 Bars @ 12"o.c. saa OR ao• (vertical)poured into main 01. BO' Foundation walls to tie in knee walls - 81 . Line of oofrabove,_ _ seei•frs oo framing I . . . . .,- _ . ...�._:_.._'_ Rue Michele 5' �13. I 3a-0• Barnstable DD1 _ ,��- _. - ----DP 13- Massachusetts BASEMENT JA�Ti.Pit cleanout z-0• .S .v s-r;• _ I Provide 10"square ier _ on 36"squar footin for sro' a- Column supp rt abo s THESE PLANS ARE NOT TO BE o' USED FOR PERMITTING OR I - : __ Line of Beams above, ! - ,e CONSTRUCTION PURPOSES ___— __—_—_— — ooT _ - -see s c m - , - - SIGNED WITH first ra Ing STAMPED 8 STAMP s. i "III NATURE ARCHITECTSINAL MARKED z„a c-e• � ra• --S-,a• '.3a- ._ _.. s e;- .... 2,-a �--y UNLESS PIED SIT a a e - ',2,� .:.: I SET"OR"CONSTRUCTION "PERMIT za•-0• SET" NO, REVISION DATE Drop top of wall p I1 3.0� a•n,a o-z .o. 12"at door openings ir-0• .../-----'_a aa• - CRAWL SP • .. i-: f:; ,. WORKS SHOP A Typical Bars @ 12"o.c" (vertical)poured into main - '�- - PAOJ OT.#g,OM7 Foundation walls to tie in - - ,REG15TRAVON. :. --�--- kne II " , .. I q.4. l I- PORCH ABOVE ., sw• i s-0• ..:.. ...._:..... .,.: ..... ... •. ,,\t air ._..._.....---' _._ Typical Bar @ 12"o c = 1 2 g (vertical)poured Into main {.. r Foundation walls to tie in '�'1r�' knee walls 12•. .i. 2- SCALE:1/4"=1'-0" SHEET NUMBER:' g s .o. Drop top of wall 12"at door openings AU FOUNDATION PLAN � _ DATE:AUGUST 1,2017 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS : PERMIT SET 08-01-2017 - NOT FOR CONSTRUCTION M!Ow see firs oo framing ..................................... ............. UP ar L L 47 V 5 C BASEMENT architects interior designers builders Pro�' As Pit cleanout 2M SOUARE FEET Provide 10"s uare )ier on36"squar footingfor 400 Main Street Column supp3rt ab,,,e Chatham Mazsachusetts 02633 508 241-1757 Line of Beams above 299 White's Path _s_ee_fTrs7tT6o_rTr_affiing South YiuTriouth it. 8 32- 6'-3Z,' Mnsachuserts 02664 509 362 8883 508 7602800 D X (fax)508 760 5800 ..................... ........... ERTARCIETECTS.COM . .. ....... ............Drop top of wall L 4 12"it door openings oo, e . A ............. WORKS OP CRAWL SPACE /ADA I rR F.T I a Typical#5 Bars @ 12"o.c. 2 (vertical)poured into main 14 Foundation walls to tie in sidence- me knee walls j PORCH ABOVE 81 Rue Michele (vertical)poured into main Foundation walls to tie in Barnstable knee walls Massachusetts W-6,M.O. Drop top of wall 12"at door openings THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES Drop top of wall UNLESS STAMPED&SIGNED WITH Drop top of wall 12"at door openings. AN ORIGINAL ARCHITECTS STAMPAND SIGNATURE&MARKED 12"at door openings .0. PERMITS ET"OR"CONSTRUCTION SET". GARAGE CONCRETE SLAB NO. REVISION DATE zz Drop top of wall 9- .0. 12"at door openings 2 F, Drop top of wall 12"at door openings -SCALE:1/4"=V-0" SHEET NUMBER: ........ .............. A 0", BARN FOUNDATION PLAN DATE:AUGUST 1.2017 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE PERMIT SET 08-01-2017 NOT FOR CONSTRUCTION SET OF WORKING DRAWINGS 'r architects interior designers builders TYP. WALL NOTES TYP.WALL NOTES TYP.WALL NOTES 400 Main Street Chatham ��� (�• CONCRETE SLAB ` Massachusetts 02633 i, ��, 508241-1241-7757 DOUBLE 2X6 P.T. SILL CONCRETE SLAB DOUBLE 2X6 P.T.SILL S'� 2"RIGID INSUL. DOUBLE 2X6 P.T. SILL r'� 2"RIGID INSUL W/SILL SEALER W/SILL SEALER (� W/SILL SEALER _ 6 MIL.POLY. MIL.POL7. 6 IAIL. POLY. 299 White's Path DIA. 12"GALV. VAPOR RETARD R 5/8"DIA. 12"GALVff 415 VAPOR RETARD R 5/8"DIA. 12"GALV. VAPOR RETARDER $Oath YarmOuih ANCHOR BOLT®4'o.c. ANCHOR BOLT®4' ANCHOR BOLT®4'ox. � Massachusetts 02664 FINISHED GRADE: FILL&TAMP $ FINISHED GRADE: FILL&TAFINISHED GRADE: FILL&TAMP I P.T.RI 015T 508 362 8883 OUND m 10• FOR 1"/FT. SLOPE, 5'AROU FOR 1" fT. SLOPE,5' AROUND FOUNDATIO - �- - FOUNDATIO FILOOR JOISTS � 5087602800 CONC. WALL I CONC. WALL o , ""t CONIC WALL 1 JOISTS (fax)508 760 5800 TYP.HOOK DOWEL' TYP. HOOK DOWEL: 10 q 2X4 P.T.SILL �,5 BARS®32' O.C. �� qs BARS®32"O.C. _ - ._� "I ERTARCHITECTS.COM 6"COMPACTED FILL 'YP.HOOK DOWEL EXTENDED MIN.OF 1/3 EXTENDED A41N. OF 1/3 .l; 6' COMPACTED FILL #5 BARS 0 32' O.C. 10 6 COMPAC iED FILL WALL HEIGHT WALL HEIGHT 2X4 KEYWAY 2X4 KEYWAY 2®NS BARS,CONT. EXTENDED MIN. OF 1/3 — _—_--_- WALL HEIGHT l . 0 y 2®p5 BARS,CONT. (3)0#5 GOUT. BAR - - < (3)®95 CONT.BAR -' _. 2X4 KEYWAY 0 0 (3)@#5 CONT. BAR " B ADAIR OTTOM OF FTG. BOTTOM Of FTG. 4.MINIM BELOW GRADE. ',.-,.:I_C pp.':-"I.. 4'-0"BELOW GRADE. '— o o MINIMUM ._:}.. ,;.�.. '.?I,'_..::.::,:II MINIMUM '::::I.��....:n"::.�_Tp';1_�.-:r:i._"I' BOTTOM OF FTG. BELOW GRADE MIN MU . ._ t``_i:: Q .:._I.-'�:�:.: ' nGARAGE SILL DETAIL nWALK OUT DETAIL WORKSHOP FLOOR DETAIL Residence SCALE: 1" = 1'- 0" SCALE: I' - 1'- O" J 81 TYP. WALL NOTES 10"SQUARE COLUMN Michele p INSULATION - I I TYP. WALL NOTES Rue M I C h e I e GARAGE DOOR�I I INSULATION �]I rp•� �j 1^� I JOIST Al 1/2"X1 1/2"X1/4"GALV Pl 1X4 IPE DECKING Barnstable (stable NGLE W/y4 ANCHORS I COORDINATE DIMENSION •�'.. 0 MAX. W DOOR LOCATION 9 1 2"P.T. JOIST 3 0"O.C. I / / I JOIST Massachusetts =-- TYP CONC. GARAGE SLAB 2'-0' � •� TJ RIM J015 r �: 'J'�;' PITCHED 1/8"PER FOOT 3' iJ RIM JOIS' - ' R-30 FIBERGLASS IIJSUL. 1 DOUBLE 2 X 6 P.T. SI a } R.30 FIBERGLASS IIJSUL - _ W/SILL SEALER "" "'" - D BLE 2 Y B P SIL ' ._�1..ar sue..., z frro 1C\ 2X4 KEYWAII OU T 5/e"DIA 12'GALV. ` See tram ng for _ o K/SILL SEALER ANCHOR BOLT @ 2'-8' o.s drect on&spon 2 1-95 BARS CONT. _ -,_ p\`\ 2® 5 BARS 5/8'DIA. 12' GALV. `- see fro'ng far (2) y5 BARS CONT. 6"COMPACTED FILL '� 10" ANCHOR BOLT 2'-6-o.a J.. " orecton&span FINISHED GRADE 6 APRON, THICKEN = rr _ THESE PLANS ARE NOT TO BE �7D (TOP&BOTTOM) TO 8"0 DOOR OPENING (2)p5 BARS, CONT. TYP.CONC. WALL I" (And around°II Openings) NOTE: FTG.SHALL BEAR ON FINISHED GRADE I I'10" (TOP&BOTTOM) USED FOR PERMITT114G OR COMPACTED GRANULAR.FILL OR DAMP PROOFIN NATURAL UNDISTURBED GRANULAR r Io t: (And around°II Openings) CONSTRUCTION PURPOSES BASEMENT SOILS FREE OF CLAY,PEAT,LOAM, - TYP.CONC.W'ALc UNLESS STAMPED&SIGNED WITH VEGETATIVE OR GANIC NOTIFY ARCHITECOT IMMEDIATELYIFL 10 DAMP PROOFING— BASEMENT AN ORIGINAL ARCHITECTS STAMP DIFFERENT CONDITIONS ARE AND SIGNATURE&MARKED TYP. SILL DETAIL ENCOUNTERED. "PERMIT SET"OR"CONSTRUCTION a'TALE: I" = I - o' (FULL BASEMENT) GARAGE APRON DETAIL PORCH FLOOR DETAIL SET 5 ' 4 NO. REVISION DATE CJ SCALE I"= 1'- 0" SCALE: 1" = 1' - 0" , DO NOT BACKFILL WALL UNTIL CONC. HAS AT O 7 DAY STRENGTH TYP,HOOK DOWEL: 5 BARS DO O.C. ANO BOTH TOP& S BOTTOM OF WAU:- EXTENDED MIN. OF 1/3 _ ARE PROPERLY _ WALL HEIGHT e-f".t•_•ae.;1 SECURED _ 7.1 I (2)g5 REBARS,CONT. N _ fi ^ TYP. STEEL COLUMN POURED CONC. WALL I (TOP&BOTTOM) Pf8b5EC1 �f A61.74��r �` GRAVEL (And around oll Openings) i 6 MIL.POLY. TYP. CONIC.SLAB p y UNDISTURBED 't I CONCRETE VAPOR RETARDE 'IP L �G�.S) A\7JON'•' ,LJ\``f^.' SOIL - - - -" I 10' BASEMENT BASE PLATE SLABCARR OVER YTOP MOFR FOOTING 1'^.�SMALL ((3)-®k5 BARS.e STONES ,� CONT..BOTH WAYS. TYP. 0 ,I J': %+ TYP. CONC. FOOTING FOOTING TO BEAR O UNDISTURBED SOIL I ✓.. ..... .._ ... �� • _ ((3 REBARS CdNTI NUOUS TYP CONCRETE FOOTING SCALE:AS.N_OT_ED �1-- COLUMN FOOTING DETAIL SHEET NUMBER: SCALE: r' = r- o' FULL BASEMENT - - AO . Z- DATE:AUGUST 1,2017 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE PERMIT SET 08-01-2017 - NOT FOR CONSTRUCTION SET OF WORKING DRAWINGS A -) 26' arc3.,�1. � 114 113 y 3 6 i I�eiy h� ts I '33 i _________ -' nrch,tects 1 for<- lesigners�bui7 s saz 400 Main Street GARAGM 9 TO.H.GA`DR.i so 52' Chatham Massachusetts 02633 15 508 241-1757 6' 14' 3e'-o ....._]• L_________________ White's hite's Path - -___ -... South Yarmouth 7'-14' 43 j 3'6' Massachusetts 02664 s. r, 509 362 8883 32 32 x6- !, - 508 760 2800 (fax)508 760 5900 ! Ian Onck Djx64 MUD- 32x04 -o ERTARCHITECTS.CONI e 5 MA TER BEDROOM ` .) 3zxe4 OOM Cnt64 ry CI9. 13'- T"38' 120 E F' 11. ,. 9 tS FLIT RE s 1zz IFWICIg PATIO SCREE PORCH ,ro- A DAI R `gym IVIi 4� .. Residence /a4x64 P. ,3 , z 2 6 'D_ 6 i 0x64 .._..... , I 30x6 /\ �I Z...... DW ... °� POWDER 11 1 y 2x64 Rue Michele 6 0' I NIGr � I � I I ! ! ! I � DP 6 a r-sa' WIC Ozxs6 f.o. z xe s°�• ; F j ! I 4'^t' / -- _ _ i.' _ 23 DRESSING ROOM tea s'�' ° i KITCHEN { ° Barnstable I z6xe4 ;3zxe4: � � °$,e L tS 3 .. ! GREAT ROOM ; �I, Massachusetts 3oxfia �__ .: „w z� �:.:[:-Mnoor,ry�LLt� i 1 cmm�arnl cls a PANT O Z...--, t. .. Lnnn :, FnoPlncv.S.P .. .--.... .. .... ... ............. .. Z ..... ... 00. • MASTER BATH 00 .4 3- D z.o- 24x64 '.. o z] — 3 z4 CARPORT e' ' 3� 3� { � � � 00'. 3 ' 7zX.sq THESE PLANS ARE NOT TO BE Bz USED FOR PERMITTING SOR E s o- )6 __ I;Dt i6'se- ! '.4' s)z• �' 6 CONSTRUCTION PURPOSES UNLESS STAMPED&SIGNED WITH yt, 3�,e.. .i ._...._. ._. ... ............ _ 3 ......_.... AL ARCHITECTS STAMP AND SIGNATURE S MARKED 2%OiCO 30%64 SET"OR"CONSTRUCTION - z < s. Izs hpx (2) .. Plzzn .•'.° 3`s' tee 12e SET". DINING ROOM 3 ------------ OVEN " ,..,,.r_.,+ szs s�rilic oR.-"' - REVISION DATE NO. 2'44— 4'-t 18 FOYER 6 WORKSHOP 'i BEDROOM 24 (2 ! — VnuI1M i \ ' I� - Ozxa4 � � � 1 z] , J � __ _ 2 - 1 z._i I _ 5'.,,g _ .e -_ '. `� O oz O I - _ ............_._. _ .. R ...-............ ... ....... .. ... WDE I: , n7Rfl f )'.'...........: S9 - ....... .. .............O':16f'•...." ... -0 4 2 814 %84 ....................................... _ ENTRY PORCH —'— .1P'1P ckFiusIf --v 6 29-0 ........................... 6' .._.__. -11e ...14 71; 1 12'-6" 15' n. y FIRST FLOOR PLAN 4x6'$VpiNG DR. I: m 1ST FLOOR 21JG FLOOR TOTAL SCALE: 1/4"T1 r-0" SHEET NUMBER: 2470 S.F. 540 S.F.LIVING 3010 S.F.LIVING LIVING AREA AREA AREA Al fV r--------- DATE:AUGUST 1,2017 ) THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE PERMIT SET 08-01-2017 - NOT FOR CONSTRUCTION 63'� 9%6'$ry NG DR, s'xr o. SET OF WORKING DRAWINGS 7.1- UP 4'-41 EBBING ROOMKITCHE GREAT ROOM hi ts R arc R PANT > fill, ........... ................tl .............. ............................... ............... 19l I architects intericu desigma's builders z CIO ............ 0,0 ED 00 s 400 Main Street ATH 0.0 .0 2--7" Chatham 0 CARPORT sac u 508 setts241-1757 4" -4--L-A2-J-1'-*--L 4"1 28' 299 White's Path �244:C.O. South Yarmouth Lw Massachusetts 02664 ox A, -2 84k2) ----------naki'd-6. 4 pl— 3.1111 508 362 9893 pl=A" ,:, 11 � 5087602800 p 129 OVEN ------------------- (fax)SOS 760 5800 DINING ROOM ::::::: 9 _65R. 7-741' it, IF-4 ERTARCHITECTS.COM "2. F=-- WORK SHOP 20 14(2 T BED ROOM FOYER WO c0i, 24 ai A 78'sT DAIR 4 42XB4 ------- 1 ------ Residence 51,17 POWDERI. Z. .............-.. ...... .................... ....... ........................ ..................... ..................... ............. " ............................... .........................TZ ............................. ➢162. ........... 6'14 ............................... .................................. ............. ----- ENTRY PORCH ............... ......... ... ............. ................... ............................... ............ .......... ............... ................................. .......................... ....................- ........* ..................................................... 81 46' 12'-6" 15' Rue Michele Barnstable VXV j"NG OR. 131 Massachusetts IVINGii ------------------ ED THESE PLANS ARE NOT TO BE qViING OR. 9 XT O.H.GAR,DR. 1 USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED&SIGNED WITH AN ORIGINAL ARCHITECTS STAMP AND SIGNATURE&MARKED GARAGE "PERMIT SET"OR"CONSTRUCTION 27'-I"X43*-6' SET". NO, REVISION DATE .to�,d A,9r�__Ifv 4NG DR, fill if-eN . 107K� ORT GARAGE FIRST FLOOR PLAN 129 SLIDING BARN_.OR.__1 I SCALE; 1/4"=1'-0" SHEET NUMBER: 4-0: 4-0• 28' A 1 . 1 DATE:AUGUST 1,2017 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE PERMIT SET 08-01-2017 - NOT FOR CONSTRUCTION SET OF WORKING DRAWINGS I arM fillk ..........._._._........ ._.......-...._........_._......_._...__.._... mrchitects interior designers builders 26' 400 Main Street Chatham 's. 2-fi" .o" Massachusetts 02633 {I-4 0" 1o'a� —�. 4•.0� 508 241-1757 206 20] � t�lfi• 299 White's Path a•s}• -n}• 80 t z} p' �•-4}• South Yarmouth zos ::CLOSETI� t Massachusetts02664 114•s- a 508 362 8883 > 20 e'o• 508 7602800 DOR E0. it Wsl- STORAGE (far)5087605800 'k 23'-t"%13'-1' �. 2 -- 'I' ra �; ERTARCHITECTS.COM BEDROOM#2 -1F. BEDROOM#3 1a o- — r-o 4 0 'I vn„nea CLOSET 4 r �� sa t-o• {I•— -- - CeI1N8 O�}' CoI1NB 2X811 l.__ " -..... •0 'L I oN / M e-0DOR ER 212 is �+>,1x ii +o a }> c 5 LINEN I- zo 6'-0" ADAIR I g �e 2 � . r a..4 -0' - - ]10- i� St 2e �:-. Residence 32X60 -. ... I+�.-_�.E_-C- ._t_tCzr?=n'_v*-.rf:RFScay �,w I 2fi%60 - .. 1't 24-R I '• zfi'-o. 5 6 ( 81 210 DOWN ] e r'• �I 6'-to-• ••1 %� BATH tz-o" I Ru Michel 201 Vnu11nE �', 1. DnIINg I Barnstable 61 .�. 21; , j `'•} %. j Massachusetts aa� } i SECOND FLOOR PLAN 540 S.F.LIVING AREA '•% % THESE PLANS ARE NOT TO BE AREA . - OPEN USED FOR PERMITTING OR , CONSTRUCTION PURPOSES ` UNLESS STAMPED&SIGNED WITH AN ORIGINAL ARCHITECTS STAMP AND SIGNATURE&MARKED "PERMIT SET"OR"CONSTRUCTION SET". NO. REVISION DATE 1�RQdECTC-20061i \y q /rr i -(AEGISTPjATION: 2a `y 1 21s - GARAGE SECOND FLOOR PLAN SCALE:1/4"=1'-0" SHEET NUMBER: A2 DATE:AUGUST 1.2017 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE PERMIT SET 08-01-2017 - NOT FOR CONSTRUCTION SET OF WORKING DRAWINGS ts . --I -------------& 2T-6'1OP OF GABLE RIDGE arCh ItCCIS interior designers builders 12'RUN 400 Main Street- ttl-ttl RISE e5 Chatham 2%10 CEILING JOISTS ;� - 12 Massachusetts 02633 508 241-1757 �1010 tA_1 2%t0 CEILING JOISTS 50-TOP_OF 2nd FLOOR PLATE 299 White's Path I 2 -� South Yarmouth IT RUN j{ `�" __ —__,®10 a•Tnd FLOOR HEADER Massachusetts 02664 t0'-t0'PISE� 10:10 - _ - 12-RUN 508 3628883 se 1 ■ ■ ■ f 12'RUN 506 760-800 O ALL GABLE 10'-1G RISE '/ II x .� ROOF PITCH R II II I I (fax)508 760 5800 1D-10'RISE � 14 oFPLAre ERTARCHITECTSCOM ;9 ♦ x'; _�. -3r� 2X 0 CEILING JOISTS : \. T+ .- ",e`�%e. `"� xv ice'. v �+ --_.11]8'FLOOR JOISTS D T ', {r•-.. .STOP _ _—_ —_—_— w TOP OF PLATE _ —_ L __ 4_At FL W NDOWfDOOR HEADERI T. ■ Residence 95� o / 1 PORCH ❑ ! O FICE PANTRY :1. L ST FLOOR ............ _ - 1 �1'11 FlN.FIR _ I,I ❑ MASTER BE ROOJ. �I GARAGE ail—12 FLOOR JOISTS - J ° i i 1 11]/e FLOOR JOISTS .{+ems....-:-M r- � � 1'3- 9112'OECK JOISTS J11{ t� -.-. I 0'-_0'TOPOF FOUNDATION �.,._ :-GRADED-O--_—_—_— 11 81 Rue Michele 0 ,.,,- Barnstable 1 BASEMENT BASEMENT Massachusetts FINISHED BASEMENT FLOOR ELEV • I4r� I."- a'CONO SLAB - SECTION A THROUGH GARAGE AND SIDE ENTRY SECTION B THROUGH MASTER BEDROOM RIDGE BEAM THESE PLANS ARE NOT TO BE SEE FRAMING PLAN TOF OF GABLE RIDGE FOR SIZE USED FOR PERMITTING OR ------ —'-------------- CONSTRUCTION PURPOSES . ��,� UNLESS STAMPED&SIGNED WITH tY RUN r 1• I, 12'RUN 2'RUN AN ORIGINAL ARCHITECTS STAMP _ I '-1-tl0:---_Rr-IS E _. � ^�IS-c� .>s +c, -4r �❑2 11 .10 R-1 se AND S IGNATURE&MARKED 2t-1'TOPOFDOMER GABLE RIDGE PERMIT SET"OR"CONSTRUC TION _ t SET". f 2X10 CEILING TIED NO. REVISION DATE �—_ TOPOFCATHEDRALCEILING ❑ I &'' II I' I I III• —_-- 112'RUN l; ❑u_ 10-10-RISE i ,51� 2X10 CEILING JOISTS I PR 3 i� Y5-]. } II '1 it FIN SECOND FLOOR EIEV RR 1��__—_—_ _—_—_— $ ' ,i STOP OF PLATE HT__- . r ti ¢�3%to CEILING JOISTS t tJ. I' ttl-B'TOP OF PLATE 1 l [ t-- ,o_1MNOOWIDOOR HEADER HT. I 4'_9_11',SLEL_ma.oVQcDs HEADERl1L f� < -Y. „ ::J 1.?.: _ C� • 10730 "F f fi 11:1-FLOOR JOISTS P F t1 9 11a' q L 2 1 0' ,s 71 GREAT R OM I FOYER PORCH ,t- FIN FIRST FLOOR ELEV I'1 I �! — —ATION—ELEV-a-9tl 11]IB'FLO-ORJOIS TS _+ 912'DECK JOIBTSOP�F FOUND I �J �iTl STEEL SEAM TOP OF SLABd NORNSHOP FLOOR ELEV= 0] I. -_ _ SFF FRAMING PIAN `„ '� (BADE VARIES =--. ._ _. ,'._:.r,91/2'FLOOft JOISTS '*3"'ems .,'„, I �' SCALE: 1/4"=1'-u" ��. FOR SIZE I�' SHEET NUMBER: 6O 6 4 �I STEEL POST SEE FRAMING PLAN I { T� J FOR SIZE d SPACING I Lam.. ET ,�� F _ F A7 6'3-FINISHEDSASEMENTFLOOR It�.if - '`� SECTION D THROUGH WORKSHOP DORMERS DATE:AUGUST 1,2017 THIS SHEET INVALID UNLESS r SECTION C THROUGH MAIN HOUSE ACCOMPANIED BY A COMPLETEsETOFwoRKINCDRAwwcs PERMIT SET 08-01-2017 - NOT FOR CONSTRUCTION 6A 9 w SOIL TEST PIT DATA: 1 ,500 GALLON SEPTIC TANK (H-10) 500 GALLON CONCRETE LEACHING CHAMBER (H-2Qj X LOCUS 2 P-10997 P-10997 P-11919 P-11919 NOT TO SCALE Z = 0 0 NOT TO SCALE C n Z Z TEST PITL_ TEST PIT - 7 4 PERFORATED PVC 20" CENTER ACCESS I j D D N TEST PIT20(2� TEST PIT DATE 8 13 07 DATE -L� NOTES RAISE AT LEAST ONE EXISTING COVER W/SCREW CAP TO EXTEND DOWN COVER TO WITHIN 3 p DATE 5 09 05 DATE 5 09 05 40.9 GRD. EL. 41.3 TO WITHIN 6" OF FINISHED GRADE z GRD. EL. TO NATURAL SUBGRADE INCHES OF FINISH 48.2 GRD. EL. 46.3 EST. DEPTH 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. THE RISER SHALL BE 18" HDPE PIPE GRADE LOAM AND SEED N 0 GRD. EL. EST. DEPTH 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 » ALL DISTURBED AREAS -4 C EST. DEPTH TO EST. DEPTH TO TO GW. N/A TO GW. N/A 5 DIA. KNOCKOUT (TYP.) t _ LOADING. CONC. COVER � � ADJ GW. 102 ADJ. GW. 104 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION 6" MAX. � 1-1/2" TAPER � � , � % / / i BAY COLONY RR m LSAND:10YR3 3 " SHALL BE WATERTIGHT. LSAND:1OYR4 1 12" 8 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED - COVER LSAND:1OYR3 3 12" LSAND:10YR3 3 10" B-LSAND WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK t • I I RISER 12-36 B-LSAND:10YR5/ " B-LSAND B-LSAND 10YR5/6 " COS 2" LAYER OF 1/8" TO 24 1OYR5/6 10YR5/3 24 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. 0 0 1/2" DOUBLE WASHED 6 Cl-S. CLAY LOAM 30" C1-S. CLAY LOAM 4" < 10YR6/3 36" 10YR6 2 STONE ABOVE CROWN Cl-S.OYR6/3 7w °` 72" 10'-6" a O D D O O O C� 0 O O O 36» 24" O 0 0 \ OF PIPE LOCUS M A P 65" / Cl EL=35.3C2 10'-O" rl O O O C]O O EFFECTIVE 3/4 TO 1-1/2 NOT TO SCALE EL=42.8 66 " 62" SILTY CLAY LOAM COARSE SAND 10" » = 0 0 0 0 0 0 O y DEPTH \ STONE TO CROWN EL=41.1 66 10YR 6/2 10YR 6/4 " - _ 3 ^\\ Oo FILE WASHED 106 120" � 4' MIN. » 8'-6" 4'-10" ESN OF g44S I C3 EL = 39.7 = 114" " SANDY LOAM 10YR LIQUID 5-8 ,_ " �`�' 'If EL = 37.6 - 116" EL=32.7 98 6 2 I _ _ _ 4'-s" LOCATE DEPTH 150" INLET TEE OUTLET �E FRONT VIEW AROUND SYSTEM Y R AT M. SAND C2-M. SAND - C2 C4 5'-8" � 22'-10" 5 OVERDIG ALL eRIAN yGA.t`+� _ _ UNDER COVER 3" NOTES SIDE 1 F TO C 2 HORIZON 1 o. 6206 10YR7/3 C 10YR7%3 D CO RSE 6SAND 10YR 7 3 I 3" W/GAS BAFFLE 9 126" 132" " NO G. WATER " II4E 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO WITHIN 3" OF FINISH GRADE. ��F �� r BOT. EL =37.7 BOT. EL =35.3 NO G. WATER 156 = 204 l� - - - - - 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURED BY SHOREY OR APPROVED EQUAL 4 SS�ONAL E JJ BOT. EL - 27.9 BOT. EL = 24.3 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE. DATE: DATE: DATE: DATE: 6" MINIMUM 'y _ MAY 9. 2005 MAY 9, 2005 8/13/07 8/13/07 PLAN VIEW 3/4" TO 1-1/2" CROSS-SECTION VIEW DESIGN CALCULATIONS TEST BY: TEST BY: TEST BY: TEST BY: CRUSHED STONE _ BSC GROUP, INC. BSC GROUP, INC. BSC GROUP, INC. BSC GROUP, INC. � BENCHMARK � ��ESIGN FLOW WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: CENTER OF DRAIN DON DESMARAIS R.S. DON DESMARAIS R.S. DON DESMARAIS R.S. DON DESMARAIS R.S. MANHOLE ELEV �� 4 BEDROOMS O 110 GPD/BEDROOM = 440 GPD RATE: PERC. RATE: 44.40 ASSUMED BRIAN G. YERGATIAN DATE PERC. RATE: PERC. RATE: PERC. REQUIRED SEPTIC TANK PROFESSIONAL ENGINEER _NA-_ MIN./INCH NA- MIN./INCH -2 MIN./INCH -2 MIN./INCH 0 t1 SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR LOT #3 USE GPD X 200O = S80 GALLONS USE 1,500 GALLON SEPTIC TANK MARK DIBB. P.E. MARK DIBB, P.E. MARK DIBB, P.E. MARK DIBB, P.E. _____•_ ,�,,IZE OF REQUIRED LEACHING FACILITY SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: EXISTING 3 RAIL 1 RUE EXISTING DESIGN PERC. RATE: <2 MININCH SEPTIC SYSTEM NA _dA- 1 FEREMO REMOVED E UTILITY �_ �� 4.40LONGG GPD 0.74LGPD/SF 0.74 595 SF SF L.T.A.R. L.T.A.R. L.T.A.R. L.T.A.R. _ _ CLUSTER NA G.P.D. SQ.FT. G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. - w w____._ .__w 47 �_ DESIGN :.::: SIZE CHEL LEACHINGFACILITY PROVIDED w _� �` URKnON WITH 4' STONE ON ENDS AND 4' USE (3) 500 GALLON H 20 CONCRETE. LEACHING CHAMBERS p < K -� ��, 1-_1 IIJ TRENCH CONFlG ESTIMATED OBSERVED PERCOLATION UNSUITABLE � ~7-' L=144 . 5 i ` _ - ' i r -L SEASONAL HIGH �^\ i il. R STONE ON SIDES. - GROUNDWATER TEST ® MATERIALS �- �: - `w� �1F �A �� _ _ #81 RUE MICHELE BOTTOM AREA: 33.5 X 12.83 429.8 S.F. GROUNDWATER '4'44' J' PROPOSED 3 ° _ ( f IDEWALL AREA 2 x (2 x (33.5' + 12.83')) = 185.3 S.F. RAIL FENCE _ 0 0 _` EFFECTIVE LEACHING AREA 615 S.F. IN Q .. �__ w Cl PROPOSED 3 E15 S.F. X 0.74 GPD/S.F. = 455 GPD (INSTALLED CAPACITY) =' w 455 GPD > 440 GPD (15 GPD RESERVE CAPACITY PROVIDED) BARNSTABLE RAIL FENCE A �m _ �� _ �i• �'���„�V/ G � w� VARIANCE REQUESTS / PROPOSEa ,'- MASSACHUSETTS NONE - HEDGE � � G, w w LOCUS INFORMATION :. _ (BARNSTABLE COUNTY) G i ` Y CURRENT OWNER: KELLY A. ADAIR N LOT #1 PROPOSED l \ ANDREW A. ADAIR N/F PEASTONE� o MARCIA ELLIOTT DRIVEWAY/ , '` ' ', '���`�! � 0 , �� TITLE REFERENCE: DEED BOOK 28203. 74 THE f ONTRACTOR SHALL ENSURE THAT ROOF z��o DETAIL PLAN PLAN REFERENCE: PLAN BOOK 600 22 °O TOWN OF BARNSTABLE REGULATIONS DRAINAGE FROM THE PROPOSED�DWEWNG / 28.8' IS CONTAINED ON-SITE. REQUIRE SOIL EVALUATOR TO INSPECT r PROPO�ED PRpPOSEDJ ` \ ASSESSORS MAP: 335 iDWELLINGl r' \\ PARCEL: 67 T COVERED / WALKOUT BOTTOM OF EXCAVATION PRIOR TO ANY T P OF ELEV ,41.2 r, I ` f-- ' ACCES�WAY ���•:• ` FOUNDATION;� � j � PROPOSED", DR BOX PROPOSED �� -_ 'S' ZONING DISTRICT: RF-2 S INSTALLATION AND ALSO PRIOR TO FINAL _-_ BACKFILLING. PROPOSED ! ELEV=49.00. SEPTIC TANK - �" SETBACKS: FRONT 30' JUNE , 2017 SIDE 15' GARAGE 9 SLAB=48.3 ; PROPOSED .0. ¢� a REAR 15 o PATIO \, o u f EL= 8.6 42 PROPOSED MINIMUM LOT SIZE: 43,560t S.F. Q j ` \ OBSERVATION PORT NOTES �, �. GENERAL rn, ,5 d • : . : • EXISTING LOT AREA: 44,752f S.F. c PROPOSED DWE/G R/DO) 5,454t S.F. (12.1%) a 1. THIS PLAN IS INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE SEWAGE ".� . ' a �o;� r LOT #2 OVERLAY DISTRICT: OLD KINGS HIGHWAY °� DISPOSAL FACILITIES, DWELLING AND ASSOCIATED SITE WORK. 1 PROPOSED I '. -;� : • . ; s ASSEPARCEL 67P 33 NO. DATE DESC. NITROGEN SENSITIVE 1 8/4/17 REMOVE DRYWELLS I 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND PEISTONE 1 }_•.� ; -- - TP2 1.02t ACRES ZONE: NOT A ZONE II o BARNSTABLE BOARD OF HEALTH REGULATIONS. DRIVEWAY SWIMMING i 44,752t S.F, �, \ i POOL _ `'?s' %� \�� FEMA FLOOD i I , 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE !j ZONE DISTRICT: "X", DATED 7/16/14 PROPOSED LEACHING FACILITY. 4+. ' r\ 21(3) +' ' 1 /~ PANEL #25001 C055 J ,; ", EMAIL ADDRESS andyking 1 Ocomcast.net c4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE �,_ TP#2 (2)\ ,. �o • . _ _ � �_ _ ;___ <-c3 H MATERIALS. S. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF - �- r a EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND � � � 4� � - 0 43 42 N SCHEDULE OF ELEVATIONS- DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL 1 N SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 --� - N INCHES. A SIEVE ANALYSIS USING Af4 SIEVE SHALL BE PERFORMED ON A r;----- L - v"iu`5�'�� PROPOSED TOP OF FOUNDATION - :.>--- _ i �C, 500-GALLON 42.20 A REPRESENTATIVE SAMPLE OF FILL UP TO 45X BY WEIGHT MAY BE RETAINED ON THE ------�-� - LEACHING PITS 4 INVERT AT BUILDING 42.28 B '4.0"F. PROPOSED FUTURE POOL. LIMIT OF 5 FT. OVERDIG 4" INVERT AT SEPTIC TANK (IN) 41.48 C 4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF N 10'59 FENCE do CONCRETE PATIO AND REMOVAL OF UNSUITABLE SOIL i THE FOLLOWING SPECIFICATIONS: �F.l 4" INVERT AT SEPTIC TANK (OUT) 41.23 D 42 19' LOCATION. SLAB = 45.0 DOWN TO TOP OF C2 HORIZON 4" INVERT AT DIST. BOX (IN) 40.67 E rn PROPOSED RESERVE 100X MUST PASS 4 SIEVE N10,59'40"L AREA 4 INVERT AT DIST. BOX (OUT) 40.50 F PREPARED FOR: w 1OX MUST PASS #50 SIEVE 0-20X MUST PASS100 SIEVE ELEVATIONS AT LEACHING FACILITY: ANDREW & KELLY ADAIR N0-5% MUST PASS #200 SIEVE 13 IN IAN AIL 2 4" INVERT AT CONC. CHAMBERS 40.32 G (BRKOUT 41.32) j 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES SANDWICH, MA 02563-2568 SYSTEM PROFILE BOTTOM OF LEACHING CHAMBERS H c NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. DISTRIBUTION BOX DETAIL (H-2 O BOTTOM OF TEST HOLE2 24.30 J 508-209-4459 v CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES NOT TO SCALE AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF NOT TO SCALE ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR REMOVABLE 4 SCH. 40 PVC SHALL NOTIFY THE ENGINEER IMMEDIATELY. COVER » EL=A L=28 FT. 6 MAX. S=0.02 FINISH GRADE UPNOTES: TOP FOUNDATION FIRST PIPE LENGTH 421-43.5 �;,�.,:, = 0 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED 1. PROVIDE INLET TEE OR BAFFLE WHERE » FOR BSC TO BMIN 2'E SET LL�L 349 Route 28, Unit D N EL 43.5t 4 SCH. 40 PVC 00 CONSTRUCTION ACTIVITIES WITH DIG-SAFE AND THE APPLICABLE UTILITY COMPANIES, AND CONC. RISER SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR IN , SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS IN SERVICE. PUMPED SYSTEM. L=36 W. Yarmouth, Massachusetts 24" 2. FIRST TWO FEET OF PIPE OUT OF DIST. BOX S=0.02 4" SCH. 40 PVC 5 �- TO BE LAID LEVEL 02673 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG-SAFE, PER MASS. STATUTE CHAPTER 82, SECTION 4" WALLS " 3. ALL PIPE CONNECTIONS AND CONCRETE '• C.O. 508 778 8919 ca 40 AT (888) 344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. �-'•� � •' -.. - CONSTRUCTION SHALL BE WATERTIGHT. '• 0 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. c o 0 0 0 0 0 0 0 0 a R. INSTALLATION OR 11` » 5. CONCRETE COVER SHALL BE RAISED TO i=6 I=D I=G o 0 0 0 0 c 0 o c c © 2017 BSC Group, Inc. 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. O O 24" KNOCKODIAUTS WITHIN 6 INCHES OF FINISHED GRADE. ` USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). KNOCKOUTS I=E I=F H I=C SCALE: 1" = 20' 13TYP •; DISTRIBUTION 14.0't SEPARATION LEACHING 0 10. THE WATERLINE SHALL BE SLEEVED OR RELOCATED PRIOR TO CONSTRUCTION OF THE j RESERVE AREA (IF NEEDED). " • NOTE. SEPTIC TANK BOX CHAMBERS 0 10 20 40 r�r 3 J BOTTOM ON LEVEL MINIMUM MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED ESATED S.H.G.W. BOTTOM OF TEST PIT #2 FILE: ...Projects-YAR\4882805\C\D\4882805-SP.dwg 0 STABLE BASE 3/4 TO 1 TIMPLAN1/2" ( )p VIEW IN THE TRENCH OVER ALL PVC PIPING DWG. NO: 5626-0 o CRUSHED STONE SHEET 1 OF 1 i.� SECTION VIEW JOB. NO: 4-8828.05