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0030 JUDITH EVE LANE - Health
1 30 Judith Eve Lane.. Centerville 0. ■■ME■■■®■■r, ■■■■■■■■■■■■■► I■■■■■■■■■■■■■ - - ■■■■■■■■■■■■■■► r■ ■■■■■■■ ■■ ■■■ ■■■■■■N■■■E■■■■■■■■■M■■■■E■■ ■■■■■■■■ ■■■■■■■■■��■���■�■■■■■�■■■■■■■■■■■ ENE INN ■i■■■■ ■��■■■■■ ■■■■■■■■■■■■�■�■■■■■■■■�� ��■■■■■■■■■■■■■■■■■ ,____�■■■■■■■■■WN���■■■■■ INN NONE ■E■ ■■■■■■■■■■■��■■■■■■■■�■��■■■■■■■■■■■■E■■EM■■■■ 1■■ ■■■■■■■ ■■ ■■■■■�■�■■��■■■■■■■■■■■�■■■�■o m ■■■■ ■■■■■■■■■■�■■■■■■■■■■■�■�■■■■■■■■■■■■■■M■ TOWN OF BARNSTABLE LOCATION SQd l J4 rn_t.iJ' SEWAGE# -.10 1-7 - ® 1 L% PT VILLAGE Ce,-) U tj e, ASSESSOR'S MAP&PARCEL J J -A8 INSTALLER'S NAME&PHONE NO. tJ��Gd SEPTIC TANK CAPACITY LEACHING FACILITY: (type) SO(2 cjr lI ct-� (size) _11 X' 9 S y Z NO.OF BEDROOMS 2 V OWNER T PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: NoA>e Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility c t-fitly!°B�(-C 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 I � C)S4 �-30� �2q' 0VT- ovr--,fib ��►S No. d ' 01 q r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Rppfitation for Misposai *pstem Construction Permit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) �Ompllte System ❑Individual Components Location Addresceeovtvs 'sor Lot No.!^l!� /�-�1 3U c,��oYy �,t/ Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms _� _ Lot Size sq.ft. Garbage Grinder( ) Other Type of Building J�Sw ���-ram, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) `2 30 gpd Design flow provided 3 13 i gpd r ` �)) Plan Date /°j -/ _ �G/ �� Number of sheets Revision Date —ref ,f PT O ro� U Title Size of Septic Tank_11-C) Type of S.A.S. Description of Soil IT ` 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 of Health. Si ! Date 7/°7 Application Approved by Date 1—/ ? - j 7 Application Disapproved by Date for the following reasons Permit No.- Q 1 7 Date Issued — / 7 T!v .. _. r •rP r-. ...T,.-.i K ^' � ., l r. - . .+1 V".. v r•+L No. ( V Fee- v 4 THE COMMONWEALTH OF MASSACHUSETTS Entered in computar: PUBLIC HEALTH PIVISIO.N - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 1pYicatlDn'for isP o' r 6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Ar adejj ) $Abandon( ) [`Complete System ElIndividual Components Location Addres or Lot No.Goi- 4"F�`50 `�'✓- rOwne ' ; ame,Address,and Tel.No. �° c; r Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. t 0vo*,s A 16f0,_vj TrJC Type of Building: 1' t � Dwelling No.of Bedrooms ! x. Lot Size (> sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures t Design Flow(min.required) �?30 gpd Design flow provided gpd Plan Date 4! / - x-G/ t1 Number of sheets f Revision Date / ' pf( n!t (((o(j,tW TitleQCc Size of Septic Tank/-5U© Type of S.A.S. S'L�U !l�C��/ (�jaM A-h Description of-Soil !' "t 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 of Health. i Date "/7-17 Application Approved by i/I, Date i--/ - / "7 Application Disapproved by Date for the following reasons r F Permit No. 2 Q V 7 Date Issued ------------- ` THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(Y)r /Repaired ) Up raded( ) Abandoned( )by`G =-V1 50 J odd h gen, 4IV' 4a.. i-e/V/ - at 10 ,jid jk'6'r-4,y - ,•,,��6li!'141 has been constructed in accordance - � with the provisions of Title 5 and the for Disposal System Construction Permit No. 9 n,_7-01 V dated 'l i 7 - Installer G AZ(r,)W^3 Designer 44 A4 ,G #bedrooms Approved design flow 7,�--0 god The issuance of this permit shall not be construed a a guarantee that the system `ill functio as�8esi ed. Date r � ��. Inspector iNo. �-G f� _ �'� - - - -- -- ----- ---------------------------------------------------------Fee----^-v--------- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Mispo at 6pstem Construction Permit Permission is hereby granted to Construct l✓1 Repair( ) Upgrade( ) .,Abandon( ) System located at 3(, )(���f �J� � ��.✓}-t'r't�r 1f Y`° { 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 be completed within three years of the date of this permitd 1 Date `'j-7--1 '7 Approved by 1 /�, Town of Barnstable �aFt rob Y Regulatory Services Richard V. Scali, Interim Director + BARNSTABLE, - 9� MASS Public Health Division pT��► ' Thomas McKean, Director 200 Nlaisn Street,Hyannis,TAIA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Desio2er Certification Form Date: $(Zy (l7 Sewage Permitil Zd 17 —OtN Assessor's Map\Parcel Designer: (�r� 1 C,c C Installer: . l� • r� r�, (re. Address: Address: �• 13e�C �'{ LJ-enW1 Le.. MA r 4Z-�3Z On (1 Q. �� j K-L was issued a permit to install a (date) (installer) septic system at 3 y Su a•141 LV'e -based on a design drawn by 1 (address) dated '? (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. 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. j I certify that the system referenced above was constructed in th the terms of the IAA approval letters (if applicable) o sFr PETER T. � tvtcEhtTEE CIVIL a��tal�IeEr's Signature) NO.35709 RFGISTE ma's Signature) (Aix Designer's Sump Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTPI DIVISION. CERTMCATE OF COMPLLANCE WELL NOT BE ISSUED UNTIL BOTH TINS FORM AND AS- BUILT CARD ARE RECEICVEED BY TBE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. I Qaseptic0csi2ner Certincation Form Rev 8-14-13.doc f } Land Use" /y 04 (0-A Slopes low Surface Stones Distances from: Open Water Body ) ft Possible Wet-Arta <l V ft Drinking Water Well /)O ft Drainage Way n ft Property Line N� it Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands(n proximity to holes) V. �r. J OAA o ' 3i• 41 t ,3w' � �;, t o. Pareet material(geologic) D?�frh�l v ?,/}/fjt Depth to Bedrock_ n 1 Deptli to Groundwater- Standing Water in Hole: ! I1 Weeping from Pit Pace Estimated Seasonal Higb Groundwater 35 Cd Lhyn DETEI A. ON FOR SEASONA.E MGH WATER FABLE, Method Used: Depth. Obsc.-ci standing in obs"bole: in, Depdi to soil inottles: In. Depth to weeping from side of obs-hole: In, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level AdJ,faetor ALU.Oroundwaterlevel PE RCOLATION TEST Dait1 �_.� '!Chile Observation 2 ►/ Hole It •role at 9" Depth of Pere 62, i( 6 �1w3�t� y jl % j� C, Tlnte at b" � '� ; Start Pre-soak Time @ :15 Time(9"-61 r"T�V # End Pre-soak 1130 V� - fr/^' �nn Il Rate Min./Tnclt �r�V V '. 1 " Site Suitability Assessment- Sita Passed Si[p Palled: Additional Testing Needed(Y/N) /� Original: Public Healti►Division Observation Hole Data To Be Completed on Back--------- ***If percolation test is to he conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1) weell prior to beginning. Q!%.S BPTIc\PLRCRO R M.nOC �rr� 1161) 176y-- r , � F , i r t 1 , µ # z i Vi- I Y Vf sa , 4 7 ff Z TT -5 7 ,�•A, /] t � )J � i1 r���` "k _� �� _� . L� � � I — off 67 w }rMI inj `. �x�m�' fib., � ���i.j��� � *���'•��. Al ,e `ems 7 - ����' ,gp� 4 �� 'e s eel •,�a �0 bb ` ' r ��� Gr'1`�� s • 64 /F / s Town of Barnstable l �� Departiment of Regulatory Services M PLY )licealtb D1�Tll5JlOflAESLa Date 1 i639- ,fig 200 Main Street,Hyannis MA 02601 ,fin G ArFr MP`I A r� I Date Scheduled Time Y ee;Pd. N � c Soil Suitability Assessment f6r S v e D o Performed By:_ - Wltne U ssed By: ]LOCATION fit: GE'NE7�Ar l Location Address ` /._! / l��r®����0� _ 4 1-ZNjT�+36 -JLWA cvc. 6A'H _ . Owner's Name /rC r<s i%rt 'ky-ke&e, C'I'_7W�v6� Address 7 � S�L° An' Assessor's Map/Parcel: tqG/w,g �� L �� / / Engineer's Name C,� L A-e, NBW CONSTRUCTION REPAIR � Telephone# t Land Use �OG �A l.( 4.1 Slopes(96) lltl `L 1ylTj � Surface Stones Distances from: Open Water Body d ft ' Possible Wet Area ft Drdnking Water Well �© ft Drainage Way 40 ft Property Line / H6 ft Other ft SK PA,TCH:(Street name,dimensions of lot,exact locations of test holes&pore tests,locale wetlands(n proximity to holes) AA �r 3i�,� 4gOJF, 4�<< 3q) 01- 45z1551 Parent material(geologic) C7�^N o �}kM��}���� Depth to BecIrank� /7- Depth to Oroundwater: Slanding Waler In Hole: ! �1 Weeping froth Pit @flee r 1 ,�• tom_ yy _l Estimated Seasonal Nigh Oroundwater _ 3� Cl ®Z9q�!') ?�' 6Lg D]ET A TION FOR SEASONALT11011 WATER TABLE Method Used: _ Depth Observed standing in obs.hole: In, Depth to soil otottlem: Depth to weeping from side of obs-hole: III, Groundwater Adjustment ft. Index Well# Reading Date: Index Well]pvcl ^� Adj,ftctor.� � A4.(lruundwalerLavel , Observatio I'EI'COL�A TION TEST mite Time _ n Hole If J ' ' .l Tinto at 9" 'ti_ c� Depth of Pere )l ��II rb o / `/' , � P GTE J Time at V ��`�� 3 2 3 Start Pre-soak Time @ 10 /5 Time(9"-6") End Pre-soak � Rate Min./Iach 2L0 40 56 �t-l� 3 -j h, Site Suitability Assessment; Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division ObservaLion Hole Data To Be Completed on Bacic----------- ''""*1r 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:\.S eP'rIC\PfSliCPOIIM.I)OC DI'EP.OIBSER'VA TION DOLE LOG Hole# I Depth from Soil Horizon Soil Texture .Sdil Color Soil. Surface(in.) USDA Other (in.) (USDA) (Munsell) Mottling (Slnucture,Stones;Boulders. onsistelicy %Oravel) 0�-3y 48�� CI S`s I9 . 2,,5 E ... r. DEIi P OBSERVATION MOLE LOG hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,S[ones,Boulders. . Comistengy.% ravel a 17 2I P /!l bD r" 574 46 75 /-32- C3 1?�/, S/Md 2,:5 . �s DEEP OBSERVATION MOLE LOG Mole Depth from Soil Horizon Soil Texture Soil Color Soil O.thcr. Surface(iu.) (USDA) (Munsell) Mottling' (Strdcture,Stones,Boulders. /l Con 1 to cy.?b Orayol)__; U Z.:5v. 56 26, 666`( C/ j� �j 2S b pit� 6-' q0,i C z c 2, 7 - w 4oq„jrAae ll O L' /3Z' C3 At)( SI47q 21'S Y.616 DEEP OBSERVATION HOLE, LOG: Dole Depth frorn -Soil Horizon Snll`rcxture Soil Color Sall Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistency. b a 5 "-7" ! rb 6/z ' no 7 ir_ 2 711 f3 r� f0 27'�- �8 . C/ i� 2,5 6 a 73zy C3 Flood Insurance hate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No V Yes ' 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? YF_5 If not,what is the depth of naturally occurring pervious matorlal? Certification A I certify that on /v . l . 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 requireVtra'-' , ertise ex cc described in 10 CMR 15.017. Signatur Date Q:\S.EPT1C\PRRCPORM.D0C 14 DEEP O$SEI2VATION HOLE L,OG Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,° Gravel) 0^ A91 4 TTP"" E DEEP 0I3SERVATION MOLE L�JG Hole' Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistent %Gravel) 4lr 0 no t,` 7" S /o /-5 r� 24" ' 8 m Z4"-381 C �L C 2 2,S 6 ¢ 0 Z.,5 6 DEP OSER ATION HdLI I,(1G Hole#- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. C nsistenc %Gravel DEIaP OBSERVATION IICILE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency-%Gravel T � Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes �L5FN HOU5 , 5A41U JuVill H �V� W uj co � W M AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone_ > SUMMARY OF CONSTRUCTION REQUIREMENTS MassachusetEs Checklist for Compliance (780 CMR 5301.2.1.1) SHEARWALL PANEL NAILING SCHEDULE > Z. 5TAN17AR17 FRAMING CONNECTHON MQUIIT-MEW5: 1.1 5COPE. LOADf3EARIN6i WALL CONNECTIONS W N19 5FEW(3 5Ec.GUST) 110 MPH X LATERAL(#16d COMMON NAILS) 2 x b j,2'PLYWOOD NAUP WITH Bd COMMON OR GN VANIZED 60X NA1L5 AT WIMP EXPO5UPE CATEGORY 6 X NON-LOAPMAONG WALL CONWC11ON5 12 6"O.C,Af 1H EbLES Al D l2"O.C.IN 1FE FIELD. FOLLOW REQUIMMENIf5 OF TABLE 2 FROM WFCM MANUAL. U LATERAL(#Ibd COMMON NALS) 2 . X 1.2 APPLIGA131LIfY LOAD REARING WALL OPENIN05 4 '%i'PLYWOOD NAILED NTH 8d COMMON OP 6XVANIZED WX NAlL5 AT ,L FLOOR CON5TRi.1CTION moulemENIf5: NUMDER aF 5TOM5 .1 STORES 5 2 5-roM5. X TEADEP 5PAN5 16 ft 0 511-R . OK V 12 4"O.C,AT 11E.ED6E5 AW 12"O.G.IN TH:FIELD. ROQF rIa 8:12 512:12 X SILL PLAIT;5PAN5 16 ft O m,5II-ft OK FIP5f TWO J015f DAY5 OF THE FLOOR FRAMING FROM EACH 6A6LE ENn MEAN Poor IEICaff 20 ft s 33' X FILL TEICNf 51W5 6X6P5L OK � %2'PLYWOOD HALED WITH 8d COMMON OP GN.VANIZED f30K NNL5 AT U t0 f3E DLOCKEt7 VVI1H TJI DLOCKING OP 2z LUMBER 4 ft ON CENTER FOR NJIL01%WIDM,W 22 ft s 8Cr x NON-LOAD r)EARING WALL OPENINGS 12 3"O.C.AT THE NZE5 AND 12"O.C:IN TIE FIELD. W BIILDINGLENGTN.:L 18 ft S69 x FUAPEP5PAN5 9 ft 0 m.512-11 X (- Tit LENGTH OF TIE J015T. 5HFATHNG.f0 DE N&Ft?IN ACCO�MANCE . NOTE:FOR PLYWOOD 5TEAR WA.L5 L15TED VOW,8d COMMON OP f1IJILDING A5PECf RATIO(L/W) 1.29:1 5 3:1 x 5LL PLATE SPANS 9 ft O m:512 ft X V .WiTH TABLE 2 (Bd NAILE5,6"SPACING Af TFE EDGE5 ANC112"5PACING IN NOMINAL I Vair Cr f&LE5f OMNING. 810" 5 618' x FILL HElaif 5TU35 NO,of 5T1.D5) 4 X 6kVAMZE19 VOX NAIL5 e(0.151,2y"): aN NAILS MATCHNG TfE NAIL V W fit FCC-[?). EXTERIOR WAA.5WATHN6 fO RESIST LPI.Ff AW 5TEAP 51MILTANEOU5LY DIAMETER AND LENGiH MAY Pe USED A5 A%05TMn. 0 13.FPAMdNG CONt ECTIONS MINIMUM 13LIVANG PIMEN510N(W)E NOTE:N L PLYWOOD r0 DE pll J VERfICPL FROM SILL PLATE f0 At 0 EXTEHOP WALL ITQUIlT-wNf5: 2.1 FGURDA110N EDG CEN PPL COMPLIANCE WifH fPAMING C01JtECtI0N5 X 5HEATIflaf IN TALLEST OPENING 6'8" S 6'8" x LEA5f 2"INTO VIE5ECOW FLOOR DOT(ON TWO 5TORY R LDINC5 OP TO EL EtZ NAL L TYPE SPACING X WSP X TW PaM TOP PLATE IN 51NG.E 5TORY 13ILMNG5. 15E 2 ROWS OF 6 m. ALL EXTERIOR WALL 5TUi75 fO DE 2x6 Af 16"ON CENTER: THE 19OUn FOUWATiON WALL5 MEET MO.of 760 CAT 5i4O4.1-CONCPETE X FEW NAIL 5PACIN6 12 m X NAIL5 SPACED 3"ON CENTER 5TACaMI7 AT.TW fop AND 60ffOM OF TOP PLATES ON TH:EXTERIOR WALLS TO HAVE A MAYJMUM SPLICE LENGTH SLEAe coNnEcnoN(#Ibd/tv 3 x EACHPIYWOOD 5EEr PER FVM 4 IN TIE GfCKL15f, NO. REVISION/ISSUE DATE OF 4 FEET MI)5PLICE5 TO DE NAILW Wl'H 19-16d NAILL5 IN ACCOMANCE 2:2 ANOIOW TO FOUNDAiiONI,3. PERCENT FILL FEICHf S EATWNG 62 x Wn TADLE 6 IN ff VVFCMI IQ/6600KLET, 5/8"*0lOP PaT.51MM12*7Ok5/a'PPOPPlEfAPY -5%FOR OPEMK65>6'a" x SOLE PLATE CONNECTION SCHEDULE MECHAMCA7.ANCNOPS A5 AN ALTEPNATI4E IN CONCW E ON.Y.. MAXIMUM DULDING DIMEN5ION C L) TEICJtf OF ma5f OPENING 8'0" 5 6'8' X PROJECT ADDRESS: ROOF FRAMING REOI,IIMNTW5: Oaf 5PAONG-6E ERAL 70. In.o.c. x Stew NGTYPE w X .13a1.f 5FACIN6 FROM END/JOINT OF PLATE:_9.in.5 6'-12" x EME NAL 5PACIN6 6 in, X CONNECTION TO FLOOR RIM BOARD PWTER CONNECTION fO TIt TOP PLATE i EQUIM5:51MP5ON H2,5A,. I3O-fEMElEV&ENT-CONGPEE 7 m.a?". x FIEW NA>L 5PACIN6 12 in; x. HIRPJCANE CLIPS W1TN 2X DLOCKING DEIWEEN J015f DAYS TOE NAZI E1I.f0: PLATE WASTER (FIG 5) t 3'X 3'X 9- X SFEAR CONE EC110N(#lbd/fk� 3:: X WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD 50 JIa171TN�V�I.N. fHE UKEt AND TOP PLATE WfH 7-10d WAIL5 PER DAY. F DLOCKING IS PEPCE NG x CFNT.WlLLf,MA Ni FU:L-fEICNf SfEATW. 38. NOf DESIRED,51 MP5ON H-10A OP H-MA HURRICANE CLIP5 CAN DE 3,I F�OOP FRAMING MEMr P WANS CFECKED X 5%FOR�'EMNCaS:>6'8' X 6 12 (3)-16d COMMON NAILS PER 16" WALL CLADDING %[35Tif ffEI2 AND IN5fA lN2 ON EWPY RPFTEP MfHCV DLOCKING PLL MAXIMUM FLOOD OPENING DIMENSION 12 ft 512-ft x PA1ED FOR WIND SPEED? X CLIPS TO f3E INSTALL IN ACCORDANCE Vt7iN SIANo50N REQUIREMENTS; FULL WVW WALL 5TUV5AT.FLOGN OPENINGS. . APA PORTAL WAI.L5 AW/OP VAW DE51GN5 tARWALL5It5W YE5 4 IZ (3)-16d COMMON NAILS PER 16 LESS 1fVad 2'FPOM EXTERIOR WALL, X MAX.FLOOD JOKY%Twa5 5U'FomwG 5.1 ROOFS COLLAR 11E5 ARI REQUI�I7 IN fI�UPPED THIW OF THE ROOF P,AFTERS 3 AND A TO f3E NAILED WITH(5) IOd NAILS PER 5117E OR U SIMPSON LOAD BEARING OP 5H:AR WALL5 N/A ft 5 d N/A POOP FRAMING MEMMP 5PAN5Q-ECKED? X 12 (4)-16d COMMON NAILS PER 16". MAX.CAN11 WPED J015f5 5LPPOPIiNG ROOF OVERTWJG I ft 5 SMALLER OF 2-ft OE L/3 X LSTA 18 STRAPS FROM RA�fER f0 RA!TER QVER_ThE R117GE DOA�I; IAAD(3EAf?ING OR STEAk WALL5 N/A ft s d N/A TRUSS OR P.AF_rEP CON EcnONS AT LOAD MAZING WALL5 CONNECTION TO CONCRETE FOUNDATION FLOOR ciRACING At ENDWALL5 X MOPPIETARY CONN CTOPS ROOF 51fATHING fO It NAILED 1,151%8d OR EOUIVX%f NALE5 6".ON FLOOP 5ifATHIN61YPE - X U LIPf U- 370 plf X FOUNDATION SILL PLATE CONNECTION TO CONCRETE � CENTER AT THt W25,6"ON CENTER IN fFE HELP. fH F FIRST TWO 6AY5 FLOOP.%tATWNG THCKNE55 5/4 in. X LATERAL: L- 116 Of x, ANCHOR ao oG € Y FLOOP'51FAiMNG FAWNING STEAK 5-.77 plf X LtfMEN RAFTERS ARE MQUIP�t7 TO DE DLOCKEi?4 FEET ON CENTER Af d E I LD K E N Z('� 8 I1NLS AT.b m nCE/ 2 m:FIE X PIDCE STPAP5(IF CO LAR fIE5 NOr u5W) T-. 292.PiF x Dia nNcn Lr5 Ar�0 M NOTE:ANCHOR BOLTS REFPRfNGfD ABOVE rO 6f "DIAMfTPIP A30'/ ALLGADLEENI75PERTIEWFCM, - - GFt31ER101moaKER 6tt5sMPLLEROF2ftoRl/Z. x ENGINEERING 4.I WALL5. Srm-ANCHOR BOLr5 W%fn� .5�4 PLArEW15nfR5 wfrH l7/N/MUYI rP115sOPUKEPCONiEC11 AT EMPCOMENriWOCONCRfrf: CONSULTANTS LIMITA110N5 AN17 CON11?ACfa 9�51`ON5113LME5: WALL H:Icatr. PROPPIETAPY CONNECTOPS LOAMARING WALL5 9 ft 510'. x U`tFf N/A NON-LOADDEAMKuWXLI5 9 ft 520' X LATERAL(#16d COMMON NAIL5) N/A SHEARWALL CONSTRUCTION 1279 MILLSTONE ROAD 1 HE CONTRACTOR MUST PEFEP 10 THE TADLES AND FIGURES W1TWN THE WALL Arai 5PAGING I6 m.5 24`ox. x WFCM 110 MPH EXP05DY D 1300KLEf FOP ILLLI5TPATION5 AND ROOF Tf ATHNG TYPE w5P x BREWSTER, MA 02631 WN L STORY OFf SETS N/A ft 5 d N/A P�51-EATHNG TH19M55 �/I6 m.2�/W W5P x (774)353-2144 MQUIFJ MENfS DISCUSSED WITHIN THIS SUMMARY. All CONNEC110N5 AND 1 Au SfEARWALLs TO TwvE Do1leLE TOP PLATES ANn Douro E zx Sn1i5 AT EACH NAILING MU5f MEET TIE MQUIRFMEW5 FEREIN M19 A5 ILLUSTRATED IN RaoF SEAMING FASTEMNG 8d 6/.6 x 4.2 ExTEPIOP WALL53 ' NOTES: ENO OF T�IE WALL. THE DOOKLET IN OnP fO DE IN COMPLIANCE WiTH THE DUILDING COPE. woos snm I.i btcr 5f%u eE MEr IN ir5 ENr�ir fo coMPLY wma Tit Pco1mww5 aF TIC CONTRACTOR 15 Rc5PON51C31 E f0 ENSURE ALL CONNECTIONS; LOAPKAPINGWALL5 2% 6 9 ft O in, X 2. FACE NAIL DOUP.E TOP MATE5 W/16d NNL5 AT 16!'O.C. �80 CNa?5301.2.1.1 ITEM I.IF tTE CNCKLST 5 MEf IN tT5 ENfIRcfY 1TEN 7N:FQI.LOWING WN-MAZING WPU5 2% 6 9 ft O m. X METAL 5TRAI'5 ANP HOLD DOWN5 Ate NOf�QUIPED MP�hE WFCM 110 MPH GUI17E: NAILING,AND ANCHOR DOLT5 ARE A50LE fO fly IN5PECfa AT Tit TIME GAAZ END WALL WACIWA _ 3-NAILING aE STEAiHNG TO X CONVEP APOVE NV MLOW ALL OMNINGs IN OF fhE F.MNG INSPECTION/FOUNDATION IN5PECTION.THE fU:l..EVa f EWWALI 5 5: x a.STEEL STRAWS PER PEFiaP 5 �EARWAI L. GYP5UM CEILING LENGTH 100 a 0.9W X 6.ZO C�51 RAPS PEP f IGI1 II CONTRACTOR MUST REFERENCE 1fE SIMPSON STRONG TIE C_2014 c,uPLIFr51RAPs PER fICa,1�I4 I X 3.aII-iNG FLING 5TPIP5 6 i6'5PACING WITH 2 X.4 4-ATTACH I90LME 2X.5fLV5 AND ffV-UP COME 5TL25 AT 5TEARWA-4.END5 MH CATALOG FOP ALL 51RAP,K WGAR,ANI7 TIE INSTALLATION I QUI MENfS A ALL 5TM5 PER I'm I7 _ ANi7 LIMIfATI0N5. 1HIS DOCUMENf AND ilk.ATfACNN NfS AS WELL AS A. �'��''@ 4 ft5PAoNG IN Ew JOIST/fa155 L3AY5 X coRnEP SfLB7 TL7 D DOWNS PEP flGl 18A AND f IGLU i8f3 (2)Ibd NAH 5 AT 6"a,6.FOP Af11G/SECON7 FLOOD 5WARWALL5 ADD(2)16d COPY OF 1 WFCM DOOKLEf MU51 ACCOMPANY ALL SE15 OF PLANS D0L3LE TOP PLATE EXTEPI It .MI ,NOMINALNAILS AL 4"O.C.SfAGCa RED FOR fIRSr FLOOD SH ARWALLS. SPLICE LENGTH 4 ft' X 551 fREA1ED#2 GRADE WALL5 5TW `'•ro,�;n 2 TEE ppffOM 51. L A MINIMUM 2 IN `7�.. 5UDMIfTE17 fO f1�E DU11-PING DEP9rMENf ANI7 l�P TO TIC.. . 5H.ICE CONNECTION<#16D COMMON NAL5).. 14. x A>�,,,AI I TWCKNE55PRE 5.5EEOfM15f9f coNSTPucTIONDErA>LFOR�EAtwALf ca�ST�ucnoN. AND JACK STUD REQUIREMENTS 5hv CONfRPCTOP/5000NiPACfOR5 UNLE55 flf PLAN5 AIT UPPA1ED WhM .. KING NOTES AND 17ETA1L5 THAT FLECT THE REQUIREMENTS SfAtEb IN THIS THiS,REVIEW WAS COMPLETED ON,PLANS SUBMITTED BY KPlSTIN TE1'KELSzcN. AND WAS BASED ON THE FLOOR. #OF KING AND JAf 5TllD5 AT OPENINGS. USE 2K;IJ IF NOf 170CUMENf ANi7 ATTACNMENfS, PLANS AND ELEVATIONS PROVIDEp:..ANY CHANGES:TO.THESE PLANS OR FIELD CHANGES MADE MAY.RENDER THE X J NOTED Di1 ER(NtSE XK,. .loan: 16-440 SHEET H THE - ./ ' .. .. - -. .DATE: T 2 27 2016 C S 1 0 REQUIREMENTS OUTLINED IN THIS_DOCUMENT NULLANQ VOIDAND COULD RESULT IN NON-COMPLIANCE WITH REQUIREMENTS OF THE WIND DESIGN:.. SCALE: NONE CHECKLIST SHEARWALL CONSTRUCTION STRUCTURAL RIDGE BEAM SHEARWALL HOLDDOWN SCHEDULE I.FROM TAME510 AN7 II MCM MANUW-110 MPH EXP;D.AN7 LOCATION OF WALL W 5tATHNGAWDUILPINGA5PECTRATIO mlurwwpERCEnirPLli Iair51tA1wN6. SECOND F RAND INTERIOR HOLDDOWNS FOUNDATION HOWDO AN7 NAL SPACING M01,11REMEN5 LSrA 5TRAP @ 16"O.C. (PER GSN) (U-C5 I6 COL 5TRAP W/(26).. ,151 x 2Y"LONG)NAL5 WITH 5TRAP APPLIED H I.M-5D52.5 W/551D20 ANQ-LJR DOLf PL DEFORE P011z.Af7ACH TO POUBJDATION O Z.WOOD 5TR1IOf11?AL PANELS SHW L f MINMUM THCKN 55 OF 7/I6'AN7 DE O 121WCiLY TO 2X FRAMING MEMDEpS,PRO OF THE N1M�R OF NWLS SPEQFIED ®W/APP ICADLE ANCHIORMATE.Llk COUPLER NUf DETWEEN ANCHL R DOLT AN➢7 "ROOF SHEAINING AT EACH Ei B7 aF 51kAP. CUf SMALL SLOE IN PL THNG AND.ATTACK 5iRAp f0 1H3ADED ROD INTO H6OLD J INSrPI LED AS FOLLOWS: RIDGE DOARD/REAM {$> ICJ NAIL5 LVL REAM OR LVL MOCKING IN K-WWEN fJl FLOOK J015 LOOK PRAMING PELOIN.. PAN`-L5 94AU DE INSTALLED VMH 5TRENGTH AXI5 PARALLEL TO 511P,'. EACH EW - CONWCf q-OMI U fO TJI JOISf MP5 MM H15 412 PALE P PROVIDE 5TMW14 F01I�B7A DOWN 5TRAP5 FOR APA PORN-WALL5.5EE ff-IOOF POP q PACKER BLOCKING IN fj JOIST WED PER MMIIFAon m 'S 5PECIFICAn 14 ADDITI TION DEfAL5.ATTACH PaPOWN5 TO FOUM7A11ON FORMWORK 6.ALI HORIZONfN JGiNfS 5HW L OCO&OVER AN7 DE NAfl Efl f0 FRMNNG. OMATE ANCHOPMATE5 PRIOR f0 POLP. � O (2) -C516 COL 5TRAP W/(26)8d(0:131 x2Y2'LONG)NAL5 W TH 57A PPPI ` ON SINCd E STORY CON5f�1C110N,pANEI 5 0{ALL DE ATTACHED TO BOTTOM. +++++ +++++. O DIRECTLY TO 2X FRAMING MEMMR5.PROVVE HW.F OF"N vWp GF NAL5 5PELIFED H7.114-51252.5 ATTACHED TO 6x6 DOUCLASfIR P05T W/ 50h30 ANCHOR DOT PLACED r S PLATE5 AN7 fOP MENDER OF 1HE DOWLE TOP PLATE. AT EACH EN7 Of 5TRAP. CUT 5MWLL 5-Of IN FLOOR 5 EATHING ANP AffAC H STRAP TO. MFORE FOUR.ATTACH fO FORM WORK WITH APP ICADI E MICFiORMATE.115E CHN I" U SEE PLTE�lA1E L%REAM OR LVL BLOCKING IN DETMEN TJI FLOOR J015T5 IN FLOOR FRAMI OVJ, C R KIM BETWEEN ANCHOR DOLT AN7 I"TRADED ROX)INFO HOLPOVM, A ON TWO5TORY CON511?UCTION,IPPEP PANEL5 5}WLL DE.AffAC E17 t01} Z�OXJr RPYfER PER�� CONNECT ELOCKING TO TJI J015T WW5 WITH H15412 FACE MOILJf OMPE TOP MENDER OF THE LPFER DOLME TOP PLATE AND TO PAND J015T AT PACKER DLOMN16 IN TJI J015f WED PER MMIIFACMR'5 5PECIP OHS; POfTOM of PANEL.UPPER ATTACHMENT OF LOWER PANEL SHALL It MAPE TO PAW J015f ANP LOWER ATTACHMENT MADE TO LOM5T PLATE Af FIR5T FLOOR ALTERNATE:ArTALN OPPOSING RAFTERS PANNING, MLOW RIDGE REAM OR gDGE POAV WITH 2 x 4 LEGEND COLLAR Try A5 SHOWN. RIDGE STRAPS Nor e.HORIZOWAL NAIL 5PACIN6 AT DOLME rOp PLAiE5,DANP 101575,AN7 REOml)WHEN LYING A COLLAR TIE. ]AIWA&1,2? GIR17ER5+HALL BE A DOLDLE ROW OF BD 5TAGGEMD Af 5 INLHE5 ON CENTER MITORAt 51 -Ak7WALI.. CONTINLE P1- VE AM7 C�ELOW PER PIGURESDELOW:VER(ICAI AN7 NOpZONfAl NWUNG FOR PANEL �j • O 1 EfkWALL NOI DI701NN M'E I Of'EMNG WI1N NAJLING ALCORi7ING r0 51'ECIFIED PLL iIPE, - Z RAFTER TO TOP PLATEO IAkW -L t71-Its --E}- kEA�VJPLL X K,X J #OF KING ANi7 JACK StIJt75 At OPENINGS . VEPTiGAL MID HORIZONTAL NA/LlNG FOR PANEL ATTAGIIMENT U . PROFILE vlEw APA PORTAL WALL DETAIL (NOT TO SCALE) ) G WlIfNTii/5 ED6E PE5T5 ON Q Q FPA11IN5 USE 8d NAILS AT 6"oc. ROOF 5HEAMING Wa NAfl-IN(A (SU&4ERVIENT TO APA TF700F BY THE END/NEERED WOODAssoaATiorQ P/MDOAPD Q EL 2X IXZCKING DETWEEN DOUDLETOP PLATE PIMDOAPD 5HfAT-H1N(5 FILLET RAFTERS(NOTCH FOR (IF PEOUI PED) NO. REVISIONASSUE DATE 2 VENTILATION IF PEoumD, MIN.�'X 11-1/4"HEADER OP A5 SPt G1Fl In �FERTOARCHTECiIY.AI- mnev-.ecrrc�oruvraexeUcncnoaeenaaemer+�5� PLAN5 POP MOH;INFO. LSTAZ4 STPAP o L5TA24 5TRAP C1N5/DE FACE OF 4. . ClNSlD1 F/IGEOFWALL) W FASTEN TOP PLATE TO WALL)HEADER TO(Z)Za6" CZ)-Zx6. HEADEP TO CZYZa6 w tlEADEP WITH(2)POW5 or 16d PROJECT ADDRESS: 1=ASTEN SHEATHING TO 11EADEP W e SINKER NAA/L5 AT 3 O.G. W U WITH,5d.G011MON OF GALVANIZED FOP A PANEL 5PL1GE 00X NAILS IN 3"GRID PA7 PN (/P NEEDED),PMIEL 30 JUPITH FVF M .. A5 SYIOWN AND 3'O.G.IN ALL EDGES 511ALL DE 2 6 FPAMlNG CEN1 R�/ILI E,MA FRAMING C5TUD5,DLOGKING AND DLOGKED,AND HI2,5A(INSfA L PpOR TO 15/5Z"STPUGTUPAL MOCYJNG AN7 PLYWOOD 5/LLSJ TYP OGCUP W/T17/N 24"OF -- D01�E.2X TOP PLATE PANEL 5/YEATHIN6 MID 11EIGl7T OF WALL. EAIMNG)ALTERNATE:H2A IN Z P DLOGKING SHALL D 7 -DOWN E 5 D14 NO DOUDLE EDGE (I SHOWN ON PLANS SlN FP5/TH J l6d - 11 "x2':�/b"PLATE C3 --PANEL NAIL SPACING 14 5THD74 HOLDOWN r' D/A ANG110P DOLT ELEVATION VIEW CZ"MIN.EMDEDMENrJ Sire EL vArION ROOF RAFTER ICI c i�E N Z l'E 2XR-OCKIN6K-RWEN PEKpLM ENT FRAME CONSTRUCTION DETAIL (EXAMPLE ONLY, NOT TO SC ) ENGINEERING PmsPE ,.(N'JfcH FOR (n ° VFNIMATION IF R WIZED. EDGE W% CONSULTANTS tD z REFERTO ARCftCfIFAL wuaunl nW env'vonmenmi z ° llnzz 5TPU N NOTES:RAN$POR M0m IHFOJPPoI/IDEPLATEAND l LDDASEPLATeSTOVEPnGAL1279 MILLSTONE ROAD C4NNEGTION, PPO✓iDE PLATE TUbE STEEL P05T5.P05T5 TO BREWSTER;MA 02631 n N p FADPIGATOPTO AND MOMENT e' W ° PROVIDE DETAIL CONNECTION, DE ATTAGiIED TO CONGPETE (774)353-2144 CZ DOUoLE 2X TOP PLATE FADPIGAT O FOCINDATIONWITH(4)�"THREADLD v R3 PPAMlN611EMDEPS ° PP DETAIL POD WiTH I -15ON SET EPDXY W EDGE INTEPMEDiATE W11-H 1 1N.EMDED PL/TGIf PLATS C!J STEEL "x/1"W/CZ)L 5"M MENT HIZ 5A(INSTALL PRIOR TO Z)GOIJ.)MN5 TO DE 5PLlT AT DEAN PLOMNG AN7 PLYWOOD H55 P05T A5 H55 P05T AS SPEGIrIED LOGATIONS AND 3/4"PLATES TO %t.ATHNG)A1,900TE:HZA ZX STUD. SPEGlF1FD DE USED r0 CONNECT COLUMNS N E PLATE A5 5PEG/FIED wwttw n TO DEAN TO PPOVIDE R101'li=N7- — a DA5E PLATE A5 GONNEGTION. ° ° ° ° ° ° ° ° ° ° ° 5PEUFAED 1711GN5/ON50PPlOPTO IPY�L 14IR PANEL EDGE GONSTPUGTION. PANEL ? s DOUDLE NAIL EDGE SPAGING DETAIL JOB#' 1644D SHEET • DATE: 12 27 2016 CS1.1 SCALE: NONE -------- ----- ---------------------------------------------------------------- ------------ ----- -- ------------------------------------- ---------------------------------- - - ------------------- ---------------------- - ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------'-- AsmuT RDDFsmNGLEs - - ----------------------------------------------------------- ------------------------------------------------------------___________________________ ________________________.___________._____________________.____________-_.______________________________________ ____________________________-_______________ Id SHINGLE 5TOP ON - . - ____ _______________________________________-_______________________________ ___-------------------------------- ----________ ________________________________ ___ _______________________________________ - Id RARE BOARD - .. 1.3 SMINGLE STOP ON __________ _________ ______________________________ . Id RARE BOARD ____________________________________ _______ __________________---------------------------- ------------------------- _____________ . LU --------------------------------------------------------------------------------- ----------.______-_-___________--______--_'_ ---------_-- -- _--_---- . ----------------------------------------------------------------------------__-__ _-____--__________---__________-______8 --_ .. ILI -- --___- ___ ------------------_--------_---- Id FASCIA BOARD ON ____ B"ROOF OVERHANG OVER - _____________ ________________ _________ FPJEZF BD.W/BED MIDG. . ______________________________________________________________________ _ ' TOP OF PIAR _________________________________________________________________._ _______________________ __ _ . ------- TOP OF MTE. 0 m ® m �. FED ® 173 �. - _ � DOUBLE-HU DERSEN NG NDOM'SWT IK CASING Y . t UP'"ERESHOWN Ix65 GORNERBOARD5(ITP.) A O RR5T,MOOR 01 01 FIR5T RDOR. rdP a rouNwnoN K -.- q-elev.64.0' elev.82.75' T.O.SLAB®GARAGG ILYYJ END -� FINISHPD GRADE - 9}B'-OVEREHEAD GARAGE DOOR G4 P.T.POSTS CTJNG ON ON. OOD STE_ WP'TO GRADE Vq 1 x4 CA51NG I C!5®I I a pE NI x§ P.T.DECK "I w rm CEDAR SHINGLES®5-D 05URE - . tIxIDDECRS UBD. I - IJ-------- 11----------- —.---- 1---1------------�L-. _�__---LT --- ---------.--�r----`I ww:55.0, -_ r.o.FOOTING � . . - ----- ----------------J-_____-_-_--_ ---______--- - proposed - FRONT (north) ELEVATION w Z y W . - 12 Ix35HINGLE STOP ON _ Id RARE BOARD--------------- - _-_____ ____ i __--------------_---------------------__-----___________-_________-__._ _________________.________________________ _____ _______________________________________________________________________ ______.__.._-____-_____.._________.._______ _ --------------------------------------------------------- ---------------------------------- W ------- -------------------------------------------- ----------- ---------- - -------------------------------------------------------- J .. ---------------------------- __________________________________----_____------ ___ ASPHALT RODE SHINGLE$ J Id FASCIA BOARD ON --' ------- -- _ W -------------------- ---'------- _ --- ---- _B'ROOF OVERHANG OVER _____________ __ ______ _ -___ _ __________________ _____ Id FASCIA BOARD ON Id FRIEZE BD.M9 BED R6DG. - - ------ -'----------- - _ - --- B'ROOFO VE COVE t G.-------------------------------- ---------- -- ----- --- O It --------------------------------------------- - ------------------- --------- - ----------------------------------------------------------------------- - ----- -----------ror oP ruvE — --- - - - -- --------------- - ------ _- ror OF Hare . W CORNER BOARD5(IrF.) cc Z JQ O ANDERSEN DOUBIEJtUNG W A A O NDOWS M I1 W CASING WI a N o FIR5T FLOOR .. -_ 7 W -2 FIRST FLOOR. T.O.FOUNDATION �-e10v.64.0' mp " O el-V 62.76' T.O.SLAB 0 GARAcb LOW END - - - .. ` �. - �• elev.62.5' AID ~ . I I I I WHRE CEDAR SHM""0 5'00,05URE ( ( I WOOD 5TEP5 TO GRADE Y, a j I I I 1 i W V f L—————————————— ---�---1 I - r — --------------------------L--- ----------- --�--h $al T.O.roonNG _____________________________________ _J__J .. - DATE: 011 U7/2017 - . proposed SCALE: AS NOTED . RIGHT SIDE (east) ELEVATION DRAWINGt.. Al - 6 - ------ ---- ----------------------------------- - --------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ ------------------------ -------------- ---------------------------- ------------------------------- ------------------------- ------- - ASPIULT ROOT SNINGUS - - ------------------------ ------------------------------- --- --------------------------------------- ---------------------------------------------------------------------------- ----------------------- ---- ------------------------------ ----------------------------- ---------------------- ---------------------- ------------------------ - --------------------------- -- - ------------------------------ - - - - -- ------------------- ----------------- -------- - - - - - ----- ------------------------ ---------------------- - .. ---------------------------.12------- -------------------'- ----------------------- - -------------------------___---___-_---__--___---------____-----_-_-________-__-----________=—----------------------- ------------------------------------------------ ----- - ---------------- ----------------- - -------------------------------- -8 ---- ---------- ----------- - ------- ---------------------- ------------ - ---- ------------------------------------------------------- ----- ------ - ----- Ira SHINGLE STOP ON ___ ____________________ ______________ - _ _______ __________________________—_______________________________ . - ___________________________________. - - IxBRARE.BOARD ________________ _ _______________.___________.___.__________________________.__________________ . ___ _______ __________________ _ --------------------------- -------------.------------___-________.-___ --------------------------___-_--_____-___ ___._____________.___ ---- TOP OF PLATE ____________________..__.____ ______________ P OF'RATE_ ro 0 N I.GIs CORNEA.BOARDS(IW.) ANDPRSEN DOUBLEJIUNG \� © // VANVOW5 W/IN CASING P O2 E _ FIRST PIWR RRST FIDOR - - ANDERSEN CASEMENT — ------�— eIOV. WINDOWSW/1,4 CASING - . RSE FRENCW GLID SS IW CEDAR S ®s-EO"U IY D ERENG ON P.T.D EK WE ODORS 4OMNDDNS W14 CASING ODLRSRBD. - I aNVOD STEPS TO GRADE ——————————-———-—————----——-——--—————————— ----—'——-——————-————— I`/—`----————————————— elev.55.0' " ----1-- - ------------------------------ ---------------------------=----=-----y - proposed I- I REAR (south) ELEVATION �- CD 1/4f=1'-0" - c5 m . I rS SHINGLE STOP ON . 'I rB WE BOARD . 12 ____________________________________________________________________________ - ________________________ ________________------------------.---------------------___ - _______________________________ ------------------------------' --------------------------------------------- W ------------------------------- ------------------------------------------------------------------ - ----------------------------- -------------------------------- J ---------------------------' ----------------------------------------------------- J -----------------------------_- -----------------'------- -------------------------------- ----------- ------------ ------- > ---------------.__ O -- - ------ -------'-__ _ ---------__--------- W"CEDAR SXINGI-EES®S'Ef�((15UREA --- -___-____________________________-_______-__-_______-_______ - W . _ ____________________________________________________________ . B _ _ ANDPRS@1 AHTIING ____________________._____.___________.___________ . WINDOWS W9 1z4 CASelG __________—_____________ __________ .TOP Of PLATE ED I.DELRING ON W F P.T.DECK PRAMS .. y 1.10 DECK MU BD. O O RRST ROOK I I A Ff Sr FIDOR r - -- -- a W T.O.FOUNDATION Z PH T.o.SLAB®GARAGE/iow ETm. ANDFRSEN W1.4 CASING .. �-elBv.62.75' _ elev.82.6' � WINDp1t9 W/1z4 CASING I I n LLI . CONCRETE RETAINING WALL - I r -— ---- --- --------J - rl to i W. elev.55.33'- *- T'gswB®GARaer/pow END L .. oewo GARAGE DOOR DATE: 01107/2017 IW 1: CASNG Proposed - SCALE: AS NOTED r--L1 r _--__ ------------------------ L- - ".LEFT SIDE(west) ELEVATION — —r------ --------------- L————— ——-————— —I—i - .. Aim - 6 WINDOW&EXTERIOR DOOR SCHEDULE 4.�. PATIO KEY ROUGH OPENING W z H ITEM C STYLE .MATERIAL - ® 2'-61/8•Y4'-87/8' TV'2446 'ANDERSEN TLT-WASH 2II DOUSLE.UNG WIN WM DOW TE VINYL CLAD - '-O 4'-0' O2'61/8'x 4.4 Tor TW2442 ANDERSENTLTMW 2H DOUSLE-HUNG WWNDOW MITE VINYL CLAD © 2'47/8'x T-53V CW14 ANOERSEN CASEMENT WINDOW UNITE VINYL CLAD OD 2'4718'x 7-0 Sir A251 ANOERSENAWNINGW'INDOW WHITE MIWL CLAD O2-47/8-x2.47/8• AW251 ANOElt3EN AWNING VANUOW WMRE VINYL CLAD - 12 - - - WOOD DECK O3'-23/4'%8'-0' MG 3380 IWDERSEN FRENCHWD GUIDING PAID DR.I nxm WHITE VINYL CLAD b 8'-6• T-6' �. 4'-0 I/4' - © &-v x 8'-0• FWG 6080 ANDERSEN FRERCMIDOO MGM PATIO DOOR MITE VINYL CLAD r PATIO (3)1 314'.7 12' 3• 3• 3' HPADER atioe Z O6'-P%6'-11- FWC 60611 ANDERSEN FREMCNW0M GLIDING PATIO DOOR WHITE VINYL CLAD - O .I3)1 3h1'.7 I2'LVL I - O S>a PSL,2J I G SIB F 86 G. I SI PSL,2.1 a NJ - O3'-23/8-x6A 1- 3-0-x 8'8' 2PANEL/3LIGHTFROMDOORmbyw - HPAOER abwc b I .O O O I . 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SCHEDULE BEDROOM , n_ BATH � I LIVING 01 � � KEY ROUGH OPENING W x H SIZE STYLE MATERIAL tJ _ OS O 32-x 83- 76"%64r Riow NAND SmW DOOR PANEL SOLID CORE ILA,SONf1E Ul S T4'VANI7Y 3K1J O32•%Sr 2'6'Y S-r u3T NAND SLMNG Doors-B FAIIEt SOLID CORE wsONITE N 12 - O • I O ---_--50'Y 83- 4 6''-Tx -8"" OR"DOUBLE DO SOLID CORE WSONRE - FLAT CWG I VAULTED CLNG -- -----iO —yI 4-7 ® 82'x 63' -2'6•S-0•x S6' ooueLE DOOR .. sDlro CORELeAsotlTTE _ § 11 -0' I du?-,4' 6'-8' - 3'-0' I (b'-4: 3-0' I a-8 LP A 2 . 55 61 1/4'x 84 114' %e4r POCKET DOOR SOLID CORE MASONR � E O - -O - I I - _——S . __ POST tWAIN 1J © 611/4-x 841/4- 26•Y 6'$ POCKET DOOR.FLRL GLASS PANEL - f2) (272.1 O_HDR about D[Sx _ ." 2i 10 HDK 3Y7. C.Oa . O62'%83' r-O x 6'6' SumN IBtPAss)BARN DOOR' - —— ——— O —_____ 1 m l t 9n[LVES PANTRY Nr 61 1/4-x B4 1/4- 76'r S$ sudrlG BARN DOOR 9 I _ c mLSSTT5a E - - 8 4 12wa0c ur 81 W OA CLOSET / \ . 3 LAUNDRY_ D .. v o `� L�J I . 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I O mICK 5'O TALL PCAIRED CONCRETE B'-O 3/4' ON CONCRETE 24 DIA.•BIG POOP FTG FOUNDATION WALL ON I MW - / - Q� 0` t Q" \ \ S) ABOVE:P.T.GW-.ATTA TO S°NOIUBE5 CONTIWOU5 CCNCR I FOOTING W W SIMP50N ABLI66POST EAS eTt�**� - P�P�,(,e' /•: / Id-1 I/2' 12'-O' - 14'-d q:{y W F Z PROVIDE AROUND FOUNDATION WALL PEWMETER.. • O - - \ \\ \ /-�•/./ _ - - END O FIATES USE 3Sr3LTx1/4''PIATE.WPSHeitS-12 FROM C. {7 Q - . -� - BOLT EMBENTMWMIN.7' 4 ty O 1p ® / d PROVIDE CONfINU0113.(2)A4 REBNC • ♦ / I/ ? _ _ ®TOP.BOTTOM<.M1D-HBGHT OF FND.WALL O D - ' <CONTM.(3)sa RLBARS IN FOOTING O FOUNDATION PLAN W . DATE: 01/07/2017 - 0� NNRCA SCALE:AS NOTED DRAWINGR.- o t 17 A4s6 2.6 TIES®_VET'RAFTER.. 2X12 a 1 3/4'X 11 1AC LVL RIDGE BOARD - �2 v 12 ROOF RAFTERS.®16'O.C. b ..tATrIING ASPHALT ROOF - (213)1 34'x 14'LVL VALLEY RAFTER' .. - 2.10 ROOF RAPIET6 16.O.C. �-._I II II II 1 3l4'x 11 1M'RIDGE BOARD - W/5/8'CWf PL1WD.StiFATTiING 4 ASPT T ROOr SnINGLis- �I II II II II �• AIL IIII II II 11 II II II U,� 2112 ROOF RAPTEIM @ I G-O.C. 'II 11 -it II 11. II 11 III ��' 11 - II II II II II II II �I✓" vG couARnes® G.O.C. \ of � (3)be - - _ - Y J" 2LG EM STUD WALLS WJ . JIB - SI/4'PBGLGL.INSL,12'PLYW - INGU N HOUSE WRAP<W..L. 2i1 O wUNG JOISTS 0 11-O.C. � 2.6�®I6'O.C. SHINGLES 0 5'EYPOSURE Fw,Mc w.rac vADLlm muxG - - -- - - mw m ww6wmmyBNOw MNx FppP Ix WMG ARE. - TOP OF PLATE - - 51MPSON H 2.5 . - - HURRICANE CUPS 0 EA RAFTER BEAMNG WALL BEDROOM#3 BATH LIVING li o . - 3/4'TAG PLYWD:SUBFlOOR ON 2.I2 FLOOR JOISTS a 16'O.C. - . - FIRST more el..65.12' WON ll 11 Immmi 11 11 lmffl[� 1. T.O.FOUNDATION . _ W 14XS3-STEEL BEAM W 14x53 STEEL BEAM -�-�el..64.0' BS m 1 3w x tT 1N'LVL wt VTx11•STL.PLATE . P.T.2.6 SILL PLATE W/We ANCh . - - 5/B'FIRECODE GYPS.ED. - .BOLTS @ MAX 7D'O.C.!6'-12 FROM' - CeIUNG 4 2M FARTITON - -7 END OF PTES,ME 343'.IH'PR (®GARDE INTERIOR)) 2)K KEBABS W/IN 12-OF TOP' WA5HER5.BOLT EMENBITMEW MIN. UTILITY/STORAGE GARAGE '(2)H KEBOBS®MID-HEIGHT -FOUNDATION THICK.SO'TALL POURED CONCRETE UNFlNLSNED 4'THH.T.POURED CONCRETE SLAB FLOOR - 000TINUOU WAIL RE E FOOT - COMINWUSCONCRPTEFOOTING - WTRI 6kC-1W.WM.ON CLEAN WTRI G MIL VANORPOR RPTAINER (2)f4 KEBABS W/IN 2'-3' . - OVER COMPACTED GRANULAR B45E'. OF BOTTOM PITCH r TO O.H.DOOR 4x lint tw baya) T.O.SLAB®CA 1!1IOW END i Blau.55.33' - .. .: _ -eIBV.66.0' H55 4.4.IM STEEL POST .. T.O.FOOTING - 4•THICK POURED CONCRETE STAB RR ON 42442Y I2•CONC.FOOTING (31 H REBARS W/IN 2--3- . - ON 6 MIL POLY VAPOR BARRIER OVER W7°5 BARS®B'O:C.EACH WAY OF BOTTOM CLEAN COMPACTED GRANULAR 80.5E - $1 SECTION THRU LIVING 81 BEDROOM A 5 va•=r-0• m - -2.6 TIES EVERY RAFTER- 2x12 W 1 3 W x 11 1/4•LVL RIDGE BOARD . M ROOF RIDGE: . SIMPSON LETA 185TRAM a 2.4 TI6®EVERr RAFTER - - - - - - - 2X12 RIDGE BOARD - al ROOF RAFTERS g 1 G'O.C. - .. W/5/B'LDX PLYWD.SHFAIifING - a . 12 - 4 ASPHALT RDOP SHINGLG5 C 12 - 9� - G 2.10 ROOF MYWD.S®'W O.0 J W/S rALT PDOFD IIIEATHING . . - t ASPHALT ROOF SHINGLES - - - Bali(2)2x1D HOR. - SIMPSON H 2.5 W SIMPSON H 2.5 - - - RN PORCH CEIUNG - HURRICANE DIPS®E0.RAPIER f HURRICANE LUP5®E0.RAPRR - 2x12 CEILING JOISTS®I6'O.C. BEAD� .a,�. 2.1 O CDUNG JOt5T5.®16'O.C. 2.I0 CMUNG JOISTS®16'O.C. Tpp Of PTE TOP OF PUT_ W AWMINUMGUTTERSON -- (3)b9 HEADER -_ Z V I.b FASCIA W.ON B'O.H. 5/B'FIRECODE GYPS.W. - - SIMPSON AC POST CAPS - _ AWMINLIM GURER5 ON W7 CONT.SOFFIT VENT-TYPICAL ®wUNG t 2.4 PA UTUON Z.6 Dn'L SND WA115 W/ - @ FOST4IEAOER CONNECTION - _ I.8 FASCIA SO.ON 8.O.H. - (®GARAGE INTMUOR) 51/4'FBGL INSL,12'PLY1W W/CONT.SOFFIT VENT_TYRLAL _ _ W SHEAMING,HOUSE W tW.C. ANDMEN AWNING z SHINGLES®5-WOSURE N P.T.6..6 I,0 15 LASED IN W-DOW WRS�VCASEMENT N. - two car Ix S{TRIM®TOP!BOTTOM - q GARAGE P,T.2� � PORCH FOYER KITCHEN - W Lu O FASTEN TO HOUSE FRZ - 10 S�IK FBGL 11�51D. I R ND . AHDERSEN - w 1/2-BOLTS®1 C D.C. DH WINDOW N - - STAGGERED IN 2 BOAS W.L.. I. SHEATHING,HOUBE WRAP 4 . BOLT TO FIDOR JOISTS- al FL OL J0 SUBFIDOR ON SHINGLES®5.OP05URF _ F BM FLOOR JCEiTS®16'O.C. LU .. -_ _ ___-_______- _____ RRST PUJOR EIBV.65.12• SIMPSON AG POST GAPS ^ _ RRST FLOOR Slay.85.12' • � Q T_O.FOUNDATION 0 POST-Ml 13)2xB LONNECNONiffm T.O.UOI.TS FOUNDATON M P.T.2.6 SILL PIA0'O-C.8'ANCHOR .eIBV.64,0' P.T.(]J2® - - C END OF PIATE5'USE0343-O W PL - T.D.SLAB®GARAGE!IqV eIBV.Ba-0' P.T.1.Mcw TAIL POST B NBES- - W 14x53'STEEI BEAM W . - 62(3)t 3N'X 11 1/4:LVL ---= e)ev.62.5' ` = t' Z WASHERS.BOLT EMBENTMPM MIN.T �T-'. - - -__ $--elev.62.75'. W/51MP501J AB1166 POST BASES --- w 4•THICK POURED CONCRETE SIAB BOOR - -(21 I14 KEBABS W/IN 12 OF TDP 1.G COMPOSITE DECMNG ON FIRECODEGYPS-SO. } O WTR16yC-10410'W.W.M.cm arm - ®CEIUNG 4 2.4 PARTITION 9 4 P.T.218 t>EQ.IOL5T5®16'O.C. - COMPACIED GWWULAR BASE -- - - (®GARAGE INTETW P.T.2.6 SILL PTE W/52'ANCHOR- C PITCH TTO O.H.DOORS - '�'�` BOLTS®MAX.70.O.C.4 6--12'FROM . l a THICK POURED CONCRETE (2)"R®ORS W/IN 2'-3- - - W O F MATES.OF BOL U5E 3N3'.I MM.T -WFlATE IL 4L ~ V LONCRPIY FOUNDATION/RETNNING WALL: OF BOTTOM - FGAJ��R A G E OJIZ•THICKWALLW1RI FOUNDATION WALL ON I020• -CONONWt15 CONCREE FOOTING (3)J4 KEBOBS W/IN 2'-3' 17 TNA CONCRETE 5CNOTUBES - 6°5 RMAIF 5 S I T O.C.rOUZ AL BOTTOM TO BELOW FROST LLNE Or BOTTOM ON CONCRETE 24•DI&'BIG FOOT'PTG. q_y I 9 - 17 THICK. WALL ON ��C H RCtl41C,a®12'O.C.nORQOMAL - BOTTOM TO BROW FROST UNE- CONTINUOUS CONCRETE FOOTING W ON I FS,@ CONCRETE FOOTING WITH - J I5 BARST I E D.C. - - T.O.5LAB®GARAGFJ LOW END .BOTTOM TO BELOW FROST NNE(4'MM.). - - _ ,,• ' ' '. eIBV 55.133'5 O . r 24'-0• - H55 4x4,N STEEL POST - T.O-FOOTING 5''' LL r ON 42S42M 12'CONC.POOLING . - - - T-2• W/F5 BARS @&.0 C.EA(21 WAY - DATE: 0110712017 33'-0' SCALE: AS NOTED nobK 4s REBA%®Iz•o.c. S3 SECTION THRU GARAGE Ib•D, Al REBI,24•uP INro wALL S2 SECTION THRU FOYER& KITCHEN 1 DRAWING t. TO WLL KEBABS A 5 1/4•=1'-0• - � y/q 11 A5 6' 2x12 ROOF RAFTERS @ 16 O.C. @ MAIN ROOF : 2x10 CEILING JOISTS @ 16"O.C. - - LW Dk 31 om W. 01 10- LV:HD. .. �pQ0'.0 F\��G.'�'O ch�Cr`?Q_•.�.,o_ v .�€k - 3 � .IIIIIII 1yI. �I III BII . B¢DW�eeau Ro-or iv uy-HG are a -_ - s 2x12R. Ni z INwva DIMING 5A+OhP ING B — ' 2 HGO 2x213N" 11 1 RIDGE BDARD B mK N JO N o o 2A DR 1313/4"x 912WHDR.l LU 3 5 Wra J O.C: W 2x10 ROOF RAFTERS @ 16 om @ FRONT GABLES WC 1v<�4 U. - F LLROOF FRAMING PLAN 1/4"=T-0" Jp DATE: 01/07 2017 SCALE: AS NOTED Akkmm DRAWNG III: a /46 - 6 0 JOB NO. B14-09 TEST HOLE 4 TEST HOLE 5 TEST HOLE 6 NOTES Terkelsen.dwg y DEPTH (inches) ELEV.(feet) DEPTH (inches) ELEV.(feet) DEPTH (inches) ELEV.(feet) 1. LOCUS IS A.M. 192, PARCEL 208. FB 30/56 Se 13/592. ELEVATIONS SHOWN ARE ASSIGNED. 0 62.1 0 61.8 0 61.8 3. LOCUS IS IN FLOOD ZONE X(OUTSIDE 0.2% CHANCE OF FLOOD) ON FIRM DATED JULY 16, 2014. 0 00 5' 0 layer 4„ 0 layer 4 0 layer 0 4. ALL PIPES TO BE 4 SCH 40, AND PITCHED AT 1/4 PER FOOT. (UNLESS NOTED) E layer 10yr 6/2 E layer 10yr 5/2 E layer 10yr 5/2 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. Dr. cD sandy loam sandy loam sandy loam BENCH MARK--TOP OF MAG 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. _ 7„ 7 7' NAIL IN ROAD= 60.00 ASSIGNED 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". S B layer 10yr 5/8 B layer 10yr 5/$ B layer 10yr 5/8 sandy loam sandy loam sandy loam 8. IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW L D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. - 27" 58.9 24" 59.8 24" 59.8 f` 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO r C1 layer 2.5y 6/6 C1 layer 10yr 6/6 C1 layer 10yr 6/6 �- CALL R.J. CADILLAC FOR COVERS: BUILD UP COVERS TO 6" BELOW GRADE--2 ON TANK, 1 ON D-BOX, 2 ON LEACHING SCALE Cn „ sandy loam „ sandy loam sandy loam „ „ 48 58.1 38 58.6 38' S8.6 �� FINAL INSPECTION. 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2 WITH 2 MIN. 1/8 TO 1/2 PEA STONE ON TOP. LOCATION MAP C2 layer 2.5y 7/3 C2 layer 2.5y 6/4 C2 layer 2.5y 6/4 / 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, med. fine sand med. sand w/fines med. sand w/fines / CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 9011 w/fines (40% gravel) 54.6 84" (40% gravel) 54.8 84" (40% gravel) 54.8 ® 60,00 / 6C 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 C3 layer 2.5y 6/6 C3 layer 2.5y 6/4 C3 layer 2.5y 6/4 6 60 . 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN med. sand med. sand med. sand / LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. / 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) ELEV.(feet) 132" no water 51.1 132" no water 50.8 132" no water 50.8 ,�y'� 60 61.0 0 0 layer 60.6 o, o \ 3" 5 � N F TEST HOLE/DATE: P# 14543 11/04/14 E layer 10yr 5/2 �\ / PERFORMED BY: Ron Cadillac, Soil Evaluator 7„ sandy loam ROBICHAUD WITNESSED BY: Donna�� sandy loam Miorandi, IRS/ p 60.9 PERC RATE: 2 -39 /in.(TH 2), 1 -10 /in.(TH 3) B layer 1 5/8 BENCH MARK--TOP OF MAG / x 60.8 ° �� \ SOIL SURVEY(1993): Carver loamy coarse sand NAIL IN ROAD= 61.67 ASSIGNED / `\ 64.0 GEOLOGIC MAP(1986): Barnstable plain deposits 21 58.9 / a 0,8 J, C1 layer 2.5y 6/6 \ te5 . 48„ sandy loam 06 TH 2 �" C2 layer 2.5 6 6 56.6 `so 6Ss Invert 59.05 y y / 5 ,9 °o 2 DRY WELLS med. sand w/fines � o F Use Gas Baffle 29" cover ( gravel) 40% ravel N ai Invert 58.82 75" 54.4 6 Proposed Top Conc.=59.1 C3 layer 2.5y 6/4 TH 1 9 , 21 cover med. sand Top Peastone=58.7E E 1500 Gal. S=1 /4"/ftS=1 /8"/ft ► s" Max. (25% gravel) ® 61.67 p 132 49.6 I 1 s Septic Tank h� 61.52 � � -` I 1 i Proposed min no water 0 N' : o I ----------- 224 11 h "6 I r-----� � �J I ■ Q 61. 9 Z7 62.2 1 161,33 I I I OO 1 56.3 I I � ' �`L 54 `� i Invert 58.99 Invert 58.30 � TEST HOLE 2 I 10' ran 1 rn �� i 6 Stone or compact Proposed Proposed i 7'1 Bottom 1 I I i i , I I 1 , < 11 I 60. �`�'� 53,1 r 11 ----� 3 -� I Iv i- 2;--1 Bottom TH2=49.2 DEPTH (inches) ELEV.(feet) z 61N/F .68 1 ) I I 6Q[V i rn O i , , � 11 0 0 layer 60.2 HURLEY \ I 38' DESIGN DATA E layer 10yr 5/2 g\ x 62.00 6131 ,o „ sandy loam 61.97 0 BEDROOMS: 3/ 61.8 TH 6 2a'� �� 0 7 B layer 10yr 5/8 s4 �� ho LEACH AREA sandy loam 62.8 v / TH 5 Slab 574 5 2 S GARBAGE GRINDER: No 21" 58.5 `� / ; . 60.9 * N F REQUIRED CAPACITY: 330 GPD USE TWO 500 GALLON DRY WELLS C1 layer 2.5y 6/6 0 x 61,48 r . �� ��� 20 PIKE SEPTIC TANK: 1500 GAL. WITH 4' OF STONE ALL AROUND TO 38" sandy loam �� / o p i 6 1 c °' BOTTOM LEACHING AREA: 325 SF MAKE A 25' BY 13' BY 2' DEEP o C2 layer 2.5y 6/6 57.0 . 62,9 99 ,�6 5 � 5• �, $ .4 LEACH AREA. 62, i 62y� X 55.1 [(25 X 13')] a med. sand w/fines o`o x 3 62.5 62,3 9�� �\ / �� ,�G� ?s SIDE LEACHING HINGXARE D: 152 SF 62"75" 40� gravel 54.0 62 03.1 ��° o � 55. [ ( ) )) C3 layer 2.5y 6/4 t°' ��� P �gti� 27 -� Q° C5C DESIGN CAPACITY: 353 GPD � '�� • � � F�• ?p � � �` � (med.gsand 67 60,44 [(325 SF + 152 SF) X .74 GPD/SF] 25% ravel) 57 062.80 61.9 Q \�� p� ,� 132" no water 49.2 o � 0.1 62x9' `ti o s 62 6 • 61.9 / x 9•9 Ate. TEST HOLE 3 12.8 x 62,6 x 61,5 �� 8 R6RCP� DEPTH (inches) ELEV.(feet) N/F x 62` � � 0 62.2 M EH TA 2 3 . 62,2 • 61.4 `� o / 0 layer 4� N F 4„ TH 4 QP E layer 10yr 6/2 LOT A - 4 PIKE 6„ sandy loam 06 -0 TH 3 x 61.E x / 61A B layer 10yr 5/6 N/F 62,6 6L3 � sand loam JACKSON . 62.2 54) 490 ± S . F. 28" y 59 8 W C1 layer 2.5y 6/6 0 61. sandy loam 6 6 2 2 0 v6" C2 layer 2 5y 7/4 57.5 7 fine sand w/fines p 61,5 61,0 74"90„ (40% gravel) 54.7 N vS 2 X 61, C3 layer 2.5y 6/6 62.0 S 88.44'37' W med. sand �, 452.55' GLENEAGLE 132" no water 51.2 N/F DRIVE N/F N/F ELLIS PENTA FENNER SITE PLAN FOR THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIG RED S A N SIGNATURE. KRISTIN E . TERKELSEN & DAVID STEPANIS LEGEND TH 1 TEST HOLE LOCATION, NUMBER Zw LOT A- 4, 30 JUDITH EVE LANE, CENTERVILLE, MA W- PROPOSED WATER LINE E PROPOSED UNDERGROUND ELECTRIC � RON Aggs cy ��Na Mgss tiG Sq 9c DECEM BER 1 , 2014 SCALE: 1 "= 20' x 9.5 x 55.1 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) �o� JAMESONALD Goa 00 J�AMES -.4 EXISTING CONTOUR CADILLAC S CADILLAC En -o #35779 8-- PROPOSED CONTOUR �# 1060�0 �° s�°tee S ( Su RONALD J. LS IRS, P.C. ANITAR�P I � CADILLAC,f f f ® EXISTING DRAINAGE CATCH BASIN o'sTE� gtio �° x - FENCE (IF SHOWN, NOT ALL SHOWN) JI f PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN 0 TREE (IF SHOWN, NOT ALL SHOWN) P.O. BOX 258 WEST YARMOUTH, MA 02673 REV. 01/18/2017---PERC TIMES HEALTH AGENT APPROVAL DATE (508) 775-9700 REV. 11/16/2016--HOUSE, SEPTIC AND GRADES ADDED C 2014 BY R.J. CADILLAC PAGE 1 OF 1