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HomeMy WebLinkAbout0116 ELLIOTT ROAD - Health (2) 21 Kay Ave PF Centerville A=248-056 a `�_� Fee No. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: t s PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZIPPiicatiou for Thoont *r5tem Cou5tructiou Vermit Application for a Permit to Construct(Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. e.�l Y-t"j Owner'&Name,Address,and Tel.No. Ge to ru E11 tUic Nee Assessor's Map/Parcel 1�t q 6 — 5 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Vr¢w,t � i�cz,��y �i�:�al: ,I✓v�Y"t �v 5 - /a1 Type of Building: Dwelling No.of Bedrooms Lot Size �j��( `y° sq. ft. Garbage Grinder ( ) Other Type of Building 's cam_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �3'JC`2 gpd Design flow provided E/ e gpd Plan Date 1117�.C2itt _ Number of sheets Revision Date Title Size of Septic Tank l6-90 Type of S.A.S. Description of Soil ber>p� 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. Signed Date $$ / Application Approved by Date13112 Application Disapproved by: Date for the following reasons Permit No. �� .� —0 0 Date Issued 3 �—_ 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 � ,6 at \t J ,p v� ��}�d ��, e has been constructed in accordance tJ with the provisions of Title 5 and the for Disposal System Construction Permit No. 2 ° (��O dated / , �- Installer -i)0o'\!GS A 6 f(�c�N 1:/'3c Designer —00"J'j (c, 2e AFnie* IIV e #bedrooms v Approved design flow gpd The issuance of this permit shall not be co strued as a guarantee that the system wig~ ll fun do a d�gn' -- Date S �d�1. a�� Inspector -.--------------- -- — ———— — — — No. 0.!0 _ . . . Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Digpogal *pgtem Congtruction vermit Permission is hereby granted to Construct ( ✓Repair (, ) Upgrade ( ) ._Abandon ( ) System located at -I- j V a y A ✓w l r-j a-er 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. n Provided: Con.truction must be completed within three years of the date of thi permit. { Date j Approved by ,. �. . I A No. V Fee �T, '"E COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALT ISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01ppIicatiou for Tigpogaf �§pgtem Cougtructfon Perron Application for a Permit to Construct(✓Repair( ) U g is e,� i�bandon pg _- t ( ) Complete System ❑Individual Components Location Address or Lot No. at Y<.x-i A Vie Owner' Name,Address,and Tel.No. Ce-jretv%lIr Mc,. /Jeec Assessor's Map/Parcel t-/ Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �ch7S�C•5 A -90IcwA Type of Building: Dwelling No.of Bedrooms Lot Size.(o:3'2 sq. ft. Garbage Grinder ( ) Other Type of Building VNO,:)S to No.of Persons Showers_ ( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3-3t) gpd Design flow provided y S`� ; =` gpd Plan Date J]I 1,Z01 _ Number of sheets Revision Date Title Size of Septic Tank /<00 Type of S.A.S._O0c{c{4'`� C)to C ckm e . f Description of Soils 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 Enyironmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. r Signed'' e R, II Date' Application Approved by Date Application Disapproved by: Date for the following reasons r Permit No. 2° j _0 q Date Issued_ t 3 / �- FROM :down cape engineering inc FAX NO. :15083629880 Pup. 29 2012 01:49PM P1 r � Tbupi.'ry ii'. 4rsiC7L��u..iY4B"G.n:u`a�Z �: � :erg./•, ;�Diin•a�n�t" • "�6�31 ML�I111R r�'1FT"L.I.^.��.L�\7r`�'Pf Puif5� �t�' ®:?.Ils�lt ue;f C�'�'t title�m 9v�u�_on A a^eu,11�t# ._. .�gs(�s:au:�''s; I�!I�,�'�°��•u��G_ — W.vy //IkCr► Aat�ckBllce r: _ ... l .0 G�v` AddZIPINw: ter} J [o i[�.;t[+11 9. S tic system ai _o Let !!]]QQ,,��//Q.. _. — _ ua;t:fi nll,a.rlesiga drawn by (a.dcirc:ss) T 'hatthb 31S.LLmo 1-e uleilcf.d a.�a}v!' �r"c[i u1,iiii..i.ed ii ru�xit.tally scc,0rrdi79 to iurlii& miru}r 4.prjrovEd cLr ps:i suc)Z as 1�tes�+i;'e.ur stir u of ;Y e distribvition box �z>d!nr sEr(ir,tr.ni.. f. tha[ t,T septic: sFsteiu .mferf,nced above, vaa.:; m9tullod with; major F?l(`.atl:l 1i17Fi �}' iitr'ral ;J.r�r:,iio.ri.c�+11[ :� 5 or[ouy yerttcaf.Z'Inf;;lion of apy c:Cim�)otEstil; of the smptir. ,,ystem) bill ii[a.ccutiiamf;c:;xith State& Locat Itt:;ult2tion,,_ l'la;�. r�:vi inn ter. cF:Ttifieij mn-bu.iltb.v desi�';..ier tag <4lEh} DANIEL A WALA �tllri'3 "i[;ritt7te) CIVIL � No,465D2 JA, UNAL (1A rtin-ALsigliCI-'s ;tamp Derr:) ;Ld�iL !r'1'77 •'T+'-'l'9 P L,1►_l�.I l iTf��,LL_�11iRTC; 11F 1t1L'1:1C 1nl.�fl°�l!Q.D�? }}, f g�_ =�TdlA6,A[�i�Ia:l�1ii8. r1b'a:.:t�f: �5a�o,t} i�1'TTAf ?s:DT!1_. ¢�ls�dtill r?l®'l' 'fi�,]E 1`I? LJ f: 'EAJ: 9 H 1PR"Vlf:3llo i1�1. 'A_ffi ll:�llf6 Y(D(LILT. ,, ..__...u,„ r-'r 7i4i r•..'rt�Il�7t,Lr_:�-i0 U1 I'UC o ) �60 oWu of Barnstable ��_ � 3V Q Departw.Nt of Regulatory Services °n IIA RNBTABI.E, a Public Health Division )gatePublic �l/ /7 �l Zoo Main street,Hyunuis MA 02601 / . Date S s'Scheduled_ �O"h / I Time Pd. ` dd' `oil Suitability Assessnie>t t for Se lYltnessed B PcrFonned By: y. `LOCATIONl & GI CINE RAJL l[NFORIVUTION Locnlion Address Owner's Nantea1 /rVn � Cham 1�4 A04-6J C er Address L� ' ' Assessor's Map/Parcel: � /�0 I�� � Dngiucer's Name �DtA/v� �e NEW CONSTRUCTION RPPAIR Telephone It CJ land Use• �( n„ '� Slopes(%) ��b i Surface Stunes Nowg. Distances from: Open Water Body / -rt PossibleWeL.Area It DrlukingWaler Well _"Y' ft Drainage Way /A IA ft Property Line 5—&9 _ft Other S a'TCH, (SYreeL name,dimensions uF lot,exact locations of test holes 8c pore tests,locate wetlands'fn proxinuly to Boles) ,t. .. ZI47 N, O�� Purent material(geologic) i._(') -{"(j AS-9 Depth to Betb'oclx Depth to Groundwalcr: Standing Water is Hole: �Nli. Weeping h-oil]Pit pike A,1 O/�,�r 4 J l Estimated Seasonal'High Groundwater ]DIET ERIVUIoTATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed sLanding in obs.hole: /_ [/J� In, Depth to s4)I allxthm; Depth to weeping;from side of obs.hole: ��— — ilt, druuilrJwutur adauslhtettt c� Pt. index Well Reading Date: IndxWell level � wAdjI,ftictoi,—� Aal,ORPL ndwater txvla IyLRLOalArYN TES Tim 10Observation tt Depth of Perc Tln ie at 6" Start Pre-soak Time @ y� i d� _ Time(9"4") Prid Prc-soak.. `V'r f'o--- �. Rate Min./lncli Site Suitability Assessment: SiLe Passed_ Sih-Failed: Additional Testing Needed(YfN) Al Original: Public Ficd1th Division Observation Hotly Data 1'o Be Completed on Back----------- ***lk percolation test is to be conducted within 100' of wedand, you nnuxst first notify tVAe. Barnstable Conservation Division at least one (1) weep talricir to begaluo.><ling, Q:1S GPTIC\PGRCP0RM.DOC ID110Ep-OI( S E�tV1�7[ION)E- OL + ]LOG Dcplh from Soil Horizon Hole # Surf,3ce(in.) sail Texture Soil Color > (USDA).. Soil• Other (Mansell) Mottling ` (Structure,Stoncs';Boulders, ©/Z Con istertc %a" ravel 12 -7Z Mf D]EICI[D Depth from OPS]ERVATION ROLE �'®G Soil Horizon Hole # Surface(in.) Soil Texture Soil Color (USDA) S01I Other ' '` (Man Moltlinsell) ' --- g (Structure,Stones, pouiders• L Con sis enc �a u;ave) PE EP OBSEq 7I' (i n RV� ]fO 1�1)[ oL-E, 10112, Surface ), Soil Texture Depth . Soil.HM7nn LOG Hale# Sail Color (USDA) Soil ) (Muns�ll) OfEter Mottling (Structure,Stones,boulders. Consistency.9a❑nvell --------------- ,I D�C-EiiD ol?,SIC]RVAT ON I-IOLE ' �'®�` Hole# Depth fi-orn Soil Horizon _ Surface(in) Soil Texture soil Color Soll `{ (USDA) .• - •(Mansell) Molttln Other g (Structure,Stones; Boulders, ConsWencl-O g Flood Insurance)(Pale-Map. p. Above 500 year flood boundary No Yes v Within 500 year boundary No Yes ' %Vitltin 104year Flood boundary No� IDle)(at➢>I oat l�Ttateulral9v OCCIRrriing Pgg yious Mate?rlal Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not, what is the depth of naturally occurring l ervious matol'ial? �� +� .. ICe>ctll--.ee-9fion ., I certify that on _(date)I have passed the soil evaluator examination approved by the Department of nvironmen al.Protection and that the above analy--is was performed by me consistent with She regteired training, expertise and experience described in -�10 CNT 15.017. Signature Date �Z i Q'1S,BPTfCPERCr0RM.D0C } TOWN OF BARNSTABLE LOCATION A 0 SEWAGE# ;,.7,01 010 VILLAGE +-ey-y L1 •p ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. w SEPTIC TANK CAPACITY 160 0 LEACHING FACILITY:(type)r. r�� EIh S (size) 10.9 3 X 3`I X Z NO.OF BEDROOMS OWNER C) V%C Ls , PERMIT DATE:&11 3 y 2 COMPLIANCE DATE E3 I a C( l Separation Distance Between the: roo c �Nco�cv Pr�ECCI Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility . cwftN (?r 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 FIZONT� --;t:X 13� Pil 1 ,j. GARAGE 3-C9,3 -1 m o 2 3 6 Dale Date Scheduled Time _ Fee Pd. ` DO Soil Suitability Assessment for SI"&- 0mgPENERAge D I Perfomred By: _ Witnessed Oy: n > RMATXON s Nunes I.oarlon ddness ..... .::.w Owner.. `.kv....-21.'x... - - Cel1*i✓�) �l Address �. Assessor's Map/PasuL d VL J 6 Engineer's Name(� � 2 �vJd.✓� NEW CONSTRUCTION T� REPAIR Telephone#&Ojti Land Use 6!� '� Skrpet('/.)Al �l7 Surface Stone Distances froac Open Weer Body.* n Poss<bk Wet Area/L[[if-A Drinking Water Well�tt Drainage Way--- - '/- n pmDenr line it Other n SKETCH:(Steel mmnt;dimemicru_o_f lot,=aa fowiom of test holes k pero tau,locate wetlands in proximity to hok s) Lfo Parent material(geologic) Q-1,'r(�A to } Depth to Bedmek Depth to Groundwater.Standing Water in Hoic /V Weeping from PI t Face Estimated Seasonal High Groundwater " "'""DETERMINTION 1!OEr SEASONHIG1 WATEKx°TBEE " -' ;F McUwd Used: ....., ...<..<..-... ..�...:.;.,..ea.�..Ma.„,.,..w;w«... Depth Obserred standing in ohs.bolt, r. o( in. Depth to soil molde M, Depth to weeping from side obs. In, Groundwater Adjustment ea Index Well 9 Rding Dale. Index we,,Ievei- Adj.factor Adj.Otnund"m L—e i PERCOLATION TEST" ".nrte me Hole/ Time at 9' Depth of Pere — '` Time as 6" Slant Pre-soak Time @ T �t/� .time(9--6- End Pre-soak G RateMlnAnch LZ.M Site Suitability Assessment: Site Passed Site Failed: - Addhlonal Testing Needed(Y� Original: Public Ileaith Division Observation Hole Data To Ge Completed on Back---_._� Copy: AppYrcarrt CZ c avG�v� � q.p • 1 G /. f,0 ■■■ ■■■ — ■■■ -- ■■■ANN -- ■■■ — � I�I�I�It■1�1�1� �� � WIN NONE ,M® ��� — = III ��� _ _ �olONE _ moll _ ■S■ ■i■■■ _ ■fi■■ ■I®I® _ �1:1■ �®� - • ■• ■••• ■ • •• � _ III III _ � • • ml 011, a . 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I PocI�T ' enPaal WAY BOTTOM srm: BASEMENT' I I1 a o cl) I CONCRETE FILLED N 'g� �(� :co LU W LU O - SCNOTLIBE MPs 4a BELOW FOUNDATION DROP AT GARAGE DOOR ; IA ; GRAM '�' TOBEFff3DVEROIEDBYBUILDER sloNAeLleewi BASEMENT w@ ANCHOR BOLT 4 ,. ------------------------------------------------------------------ -------- - --------------- ANCHOR BOLTS TO BE W A SPACNG. -----�=r------�-----g------- ------@-r--- . BOLT EMBEDMENTTO BE r MINMUM. • • • ' ' ___________________________________________________________________ _____________________________________ WASHERS TGBE7A%UPTMCIL ------------------- BOLTS 70 BE S-12'FAOLIEND OF PLATES • . , U ------------------------------------------ --------------------------------------------------------- -------- • i Z W Z V/ � W W ra Ira tra ra - � cc � LLJ Taa 0 FOUNDATION PLAN z o o Lco I j C Y U coo Z U TU Z_ 2 PLAN DATE: 3-29-11 It 11111 11111111 DRAWN BY: SOB REVISIONS: if If 11 • SCALE: 1/4' - UNLESS NOTED 0111 LL Lf ^. DDnDnecn I CDT M!MIATIMI A rra aea- sea 12'X12_�DECK ra. ra ra a-tv ec ad sat? Soo 51? TRANSOM Q cum . 2St8•rnwom Yeu-r' YStB-Trusom ea YBOS-rueom 2BN-Trurom N ' • COLUMN , : IF m : : : N Y DINING W o (Ed \VAULTED CEILING o Ec@ FAMILY ROOM a i DW i \\ N tra tir' ra er 5•-2• a-r,re• z-,•- ea51R• 3 CAR GARAGE - L 5W TYPE W OYPSUM APPLIED el COLUMN TO ALL WALLS AND CEUNG COMMON TO LMNG AREA iY\/ k' V Z• Q 4 N UP DN ALL e-I W GAMGE \ 4cc L , ,. �LI N ; REF • ; // ___ \-------------- so _ N p N ----------- •----- - ;` -- ------- 4 co N � U) SEAXNO WALL U:U m:0 N M- L�' PA MUD 20MN FDIE YLLTEF co 0C W.Z dIVA t? ea+? eat? • ; ^ C7 a OFFICE: FOYER Y W —oc 0 �+. ea „a ea \/ LAUNDRY Dw_ , ' N N BATH ` ° , ^S52 P867 2852 2552 . /Wu A LANDING U - Sa ra Pa ra t/P Sa U2 ed r-tt t? t•d ea - Z tra. ea ea,? ed ra n•a tra - ra - V St? at? at? W � sea sea � W rra PROPOSED FIRST FLOOR PLAN _ o m � WW : tra r-t sa+? Tzd W H J St? St? 'Si? Z 0 0 J - +sa1. ra sa, za ra — — J � 2IM6 Az,AwN 2YAe ;W W -------- ---------- Y'. U co IC PLAN DATE K BEDF100M " : : \ ,� , \ / DRAWN BY SPB M.BEDROOM \ , A +aa,r zs ea LINEN \ / REVISIONS'. - N ------- HALL° \ ' N 1 STORAGE - - /'/ \ ON 7 ? '/ \ � SCALE: 1/4*=1'-0° UNLESS NOTED WID BEDROOM M / O ' \ ., BAH ' ----------------------------- BATH N a eze 0110 , --------1 � II I II I ?ems — I I DD/'1D/'1QC1'`1 CC('(1n1f1 Cl /1(1Q DI AAI A P.T.SALASTERS®NO GREATER �:/-------- - .. . THAN/INCHES AP NOTE:G R BAL OK FOR \ . TO BE IN SALCONIE4 . TO BE MN.2e ABOVE FLOOR ' - .. ....... .._ .... .__ ..---' ----------' - ---------------------------- ---------- --------------- ----------- - -_ ` -. - - ---------------------------------------------- M POST, SPACIN G BPACWfi-ea o.c. .. .. - M 1/S CARRNOE BOLTS •. b .. .� (GALVANOD HOT DIPPED) ACCESS TO SAVE; - EXTERIOR:DECK RAIL DETAIL -ra_ saKNTEVMu —� SCALe,rr-ra . . STORAGE orl HURRrcvE MWDIAMELER I "< TIES H2.5A THRU-BOLTS W/WASKERS. SEAM MUST SEAR FULLY ON - i . ON eT(S'NOTCH WTR1 - .. P.T.LEDGER BOARD W/ - A MIN OW P.TAOST: GALVANIZED ALUMINUM 2.2X,O P.T.SEAM a '.FLASHING FSS- 6 r 12) ------------------------------ --------- - �i I w NOTE:REFER TO-SWAN SIMPSON ASVSS WI _. WOOD&PAPER ASSOC. W PRESCRIPTIVE RES084TAIL EACH BOLT- .. Q WOOD DECK CONSTRUCTION GUOE ®EACH SDIIDTUSE V-UZ Q DECK SECTION DETAIL Wa.KNISEVALL ra W.J . SCALE:1/0-V-W --__ T 0 DECK ACCESS TOEAYE O Z FO co U O p 'h frU. m r, 2ZS2 a w------------------------------------------------- --- ------------ -------- --- --------------- ------- --- ----- ------------------ o.m u� v - - m - 10 w:wo PROPOSED THIRD FLOOR PLAN RIDGEVENT - MCOUMTIESDIFO, .. tft COX ROOF SHEATHPIG - jL _ .. - 17 wo RAFTERS Z e� W Z STORAGE LI Q cr- SECTION C HURRICANE TO H26AHURRIF.M�;iES N2d,. cw . 9 314-TAG FLOCIB SHEATHING G Q' 2 " - 1,7 d FLOOR dTST9 .0 -_ •- W STRAPPINGLVISEAM - -WW r ?ie�o.� W f J RIDGE VENT 2%rowoGE - - It q BEDROOM . BEDROOM -'W > .1 2XS WALL MLE.TOP PLATE) :J W W Q18'O.C.Wn/l ZIPWALL Y Q to ' Ur COX ROOF SHEATHING1?GYPSUM W/R 221 MGM.INSULATIONVERTICS -U ' W r W . 2%4TMS®IWO. US RAFTERS :•..-H.. - We T&G-- - FLOOR SHEATBNG s'O.C.ETTTS U 12.O.C.IN FBS.D . 11 78'Td FLOOR J TSTIS Bd NAILS .. - HEATING 10 kD CO STRAPPING APPLIED VERTICALLY 00 STRAPPING HURRIGWE TIES H25A 1SO.D.wnaomsMM DATE;HURPoGWETS5 H2aA AIL FADERS TO BE------------ 1-------•-----`-- W2x ouNLEssNOTED N BY: SPB OFFICE FAMILY ROOM m REVISIONS: S6 WALL(bBLE TOP'PL�7E1`J C Eff.SHEA SHEATHING APPLIED VERTICALLY. .. NG GARAGE 12-O.C.D � FLOOR e Bd µALB - - FLOOR 6/iEAT1RIG SHEATHMO TO APPLIED VERTICALLY -- GRADE ,. ,T71S Td fLOOR dTS18 .. IS REGAR tbNT. LVL BEAM � RJ0 .. � SCALE: 1/4'=l''QA UNLESS,NOTED -- -- {•CONCRETEBLAe �: o � BASEMENT -- -- < .`CONCRETE BLAB SECTION B SECTION A V E:, . NEADERsroSE pl PLY aur Lvt AT wwrwADs 1 7/8"TJI SERIES 110 FLOOR JOISTS @ 16"O.C. 2X8 RAFTERS @ 16"O.C. - - -- - - - -- - --- t I o - w • - d) co:a ♦ = ' - ti� I ,� i• • ___ t_ __ ___ _ __ _ MALL ROOF SNFAMM gg r o.C.EDGES _ __ __ _ __ __ __ _ ♦ I - - CO.C.FMJ3 I? _ •♦ - AT GABLE END WALLS I tt UFTOI FT IN FROM EDGES ♦} ♦ g55 III C _J L T v U c j co _ O Z X y UO m .0 17 ' I' U I d H o ♦ �O� 0 LL. , , •' c i i � p I I L' OWC w.: THIRD FLOOR FRAMING/GARAGE ROOF FRAMING PLAN z W Z to lL1 0 2X10 RAFTERS/M CEILING JOISTS @ 16"O.C. W i; Z .0 I U) `.W c . Lu i :._ j PLAN,DATE: „ 3-29-11 DRAWN BY SPB_ REVISIONS A -.1 SCALE: 1/4 FT-O' UNLESS NOTED ROOF/CEILING FRAMING PLAN 2X10 P.T.DECK JOISTS @ 16'O.C. a . an P.T.POST ID(S P.T.POST W P.T.POST an P.T.POST an P.T.POST . NOTE REFER ro AMERICJN c '. WOOD PAPEAASSOO - V PRESCRIPTIVE REWDEWTAR, WOOD DECK CONSTRUCTION GUIDE -.. -..:'. ID FFBAMING NOTES n' P)PLY 11 TW LVL HEADER' _ FLOOR BRACING •__ ___ ___ - __• ___ ___ ___ __ __ ___ -- - ___ - --_ ___ -�---__•__ BLOCKING&CONNECTIONS SHALL BE PROVIDED AT PANEL , - -- ■LI� E EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS ♦ I �j - lSa N THE FIRST TWO TRUSS OR JOIST SPACES AND SHALL ♦ / / 3 - BE SPACED ATAMAXIMUM 4 FEETON CENTER NAILING REQUIREMENTS ARE:BLOC IIDNO TO JOIST-4kl FOR O - COMMON NAILS a AT EACH ENO. 4 8 .FOR FURTHER INFORMATION REFER TO PG.T TABLE 2 -OF THE WFCM 110 MPH EXPOSURE B WIND,ZONE PIME). y� FI OOR SHE iMNGFASTOONG y i NANNG REQIAAEMENT9 ARE:SI4'T&G COX PLYWOOD OR EQUAL Z ' NAILING TO BE 80 FOR COMMON NAILS WITH SPACING AT S'EOGE/12-FIELD. - FURTHER INFORMATION REFER TO PG.7 TABLE 2 rG III - OF THE WFCM110MPH EXPOSURE B WIND ZONE(GUTI . 59 LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 1D4' p 1 NON-LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF W-P WALL SPACINGroBE 00018'O.C. •.Lu WALL AT GARAGE DOORS TO 2XS 016'O.C. EXTERIOR!WALLS it it th. ih WOOD STLW:LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF B-B' - g - - g NON4XMD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF e-9' - 0 O N WALL SPACING TO BE 2X4®1r O C. g - � ,01 WALL AT GARAGE DOORS TO 2XB®IWO.0 STUDS N GABLE END WALLS:ADJACENT TO CATHEDRAL CEILINGS g g QDid SHALL BE CONTINUOUS FROM THE CEILING DIAPHRAM OR TO THE ROOF DLAPHRAM. O LL 0D DOUBLE TOP PLATE SPLICE LENGTH-41FT.MINIMUM WITH I4 ISO COMMON 8 '6i Q 0 NARA EACH SIDE OF SPLICE ... f WALL OPENINGS:HE NN Ste' ADERS TO BE 2XIO WITH S-FULL HEIGHT STUDS RESS NOTED). ' ..LL a .. EXTERIOR WALL SHEATHING:SHEATHING TYPE TO BE I/r NAILED 4'O.C.EDGES/17 O.C. 4 INFIELD.SHEATHING(FULL SHEETS)ro SPAN FROM RIM JOIS7S/BOTTOM PLATE TO TOP PLATE. CO a COL. o . eDDes e< ROERHANOs 7aB6'1•-0'oR LEss. --- --- _ i1—W - --- m 6 HURRICANE TIES TO BE SiMPSON H 2.SA. RIDGE STRAP CONNECTION TO BE SIMPSON LSTAIS _ IR COX PLYWOOD FASTENED WITH 8°COMMON NABS®r EDGE-1r FIELD. ' - -.,:...: - ......-:,,.GARLE SNDWAlk fL110:WA.00KOUT fRocl®.ro BE SO,COLIMOM NNL4;.e,.•:-..... ._ •-... .. .... ..... .. ... _.-__. _ --- --.. _ - _ _ _ BLOCKING ro BE PROVIDED IN FIRST TO RAFTERS/ROOF TRUSSES 0 W O.C.. NOTE THIS CHECINST SHALL BE MET N ITS ENTRETY.IF THE CHECKLIST IS MET IN 1T•8 ENTIRETY - THEN THE FOLLDWM METAL STRAPS AND HOLD DOWNS ARE NOT REQUIRED TER THE WFCM 110 MPH GUIDE ' . STEEL STRAPS PER FIGURE a i S.20 GAUGE STRIPS PER FIGURE II ___ ___ ___ ___ _ ___ /w A ,C.UPLIFT STRAPS PER FIGURE 14 U Z D.ALL STRAPS PER FIGURE 17 E.CORNEA STUD HOLD DOWNS PER CD AND/8B - 'W^ LU W. -m P T.DFCX JDLRT3 11 7/8"TJI 110 SERIES FLOOR JOISTS @ 16"O.C. Q' W _ 2 Q..: p ' .O p 2 _ ¢ 3 PLY 11 T/r CONT.HEADER _ FIRST FLOOR FRAMING PLAN - �w J 2X8 TOP PLATE 2X8 TOP PLATE _Z FASTEN SHEATHING TO HEADER WITH ad COMMON NAILS wrGAIDPA :.. ........... :: ii:i 11 7/8"TJI SERIES 110 FLOOR JOISTS @ 16"O.C. 2X12 FLOOR JOISTS @ 12°.O.C. 2X8 CEILING JOISTS @ 16°O C.IN 5 W W .- AS SHOWN AND r RUDNO LO.,.INALLF 16°NAILS IN 2 ROWS r O.C. .. _ .' .. (p ' .... _ L 1.ODD LB.HEADER-TOIACK STUD MD-WALL _ - -- - _ _ __ _ _ __ __ __ __ __ __ __ _______________ ____ -_ ---- ------- - - __ _ .- STRAP ON BOTH SIDES OF OPENING IF APPLICABLE i -- - - -- - - - _ - -- -- - - -- - - - Jt� _ _ __ U T. VYP).BNSTALLON BACKSIDE ASSHOWN F ♦ A,- - T'W ONSIDE ELEVATION REF.NO.LSTA24 2XB STUDS MIN.VT EXTERIOR SHEATHING - IN S LONG STUDS .APPLIED VERTICALLY.IF PANEL s EEDEO OCCUR WITHIN 24'OF ASD-HEIGHT d 'j / PLAN DATE VAIN BLOCKING. KKK ` Gy 4 O DRAWN BY 2-zxe P.T BOTTOM PLATES REVISIONS. 28X8 P.T BOTTOM PLANES _ _ _ _ _ SPB ~BEE FOUNDATION PLAN55 FOR DETAILS AND ANCHOR S�-.1 \ BOLT SPACING 3 NI p ' ( SCALE.-1/4'=1'-0' iR N IHO / UNLESS NOTED: OUTSIDE ELEVATION SIDE ELEVATION I I I d ♦, ♦ / 13 I 110 MPH GARAGE DOOR DETAIL *� ' III . -- --- -• _-- - , SCALE:1/4"=V-0" n I ----- -------------------- --------_--__-_--__ ;. - 4�4�4►a m I► a a =-- - R 'nl r 1 18•'. ?ei!P i rt' ;•viPP`;'!!!wr.A I I"'1.d..nel'+1'" �� teo„a.tp...�"`^� �4 i�1',1�`�� q ��Pi WIP'� uF+^,.A>;Ar'or �,'tF. I,r; r� � ';,�. �' IIT nRIP !11��A^ant!^a iMlh;.. { r ...I.,c.,..w..«li+s, n:+a sn............,�. �,... ..,�;1 1 !. ,I�. 1 'I 'a r+ tiSf'!r, i�'rl 9II�5�f'j. P - ,I. ..,.� ". d . .. .. .... �.. .. I TI'( I. - . .: I . . II;;II`..II Ji - I; I.I rl'�:II:_. i'� V d, g . .. 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Be" 000a1leLL RAOOEgEp NTlO11ae6a.for Panel Attachment i ea PANEL all here IROwNEAOI{HBER -a -- YaPNIYasaeo.a 13n1Pure STAGGERED N 000131E S11 PUTE _ ..OOUaI?130.L IROINNEACHMEM13ER ace Deb{on Nad Pepe '� . nAre TWO-STORY WSP DETAIL FOR - MMRINFD I IPLIFT R CHFAR' ' SYSTEM PROFILE MARKED WITHC MAGNETIC TTAPEAOR BE SYSTEM DESIGN: NOTES TOP FNDN. AT EL. 50.0' NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. ACCESS COVER TO. WITHIN 6" OF FIN. GRADE ( APPROXIMATE NGVD t 00 CONCRETE COVERS TO WITHIN 3" GRADE GARBAGE DISPOSER IS NOT ALLOWED 1. DATUM IS � a ACCESS COVER (WATERTIGHT) TO 2. MUNICIPAL WATER IS AVAILABLE �sf `-rah o; Qoc WITHIN 6" OF FIN. GRADE DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD/742.0 MINIMUM .75' OF COVER OVER PRECAST /� SLOPE REQUIRED OVER SYSTEM 41' �. ���s �c USE A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. o� RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE FOR FIRST 2' 3 MAX. SEPTIC TANK: 330 GPD (2) = 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 JPROPOSED 1500 e PROP. W/O ELEV. .: GALLON SEPTIC 38.35' 38' USE A 1500 GAL. SEPTIC TANK 5. PIPE JOINTS TO BE MADE WATEP,TIGHT. 38.6 0 42.5' TANK (H 10 ) GAS 37.32' OCUS �\\ �\a BAFFLE 37.49' �� �S O O O O 0 O LEACHING: 6. CONSTRUCTION DETAILS TO. BE IN ACCORDANCE WITH MASS. b s" MIN. SUMP 37.17' (] (� 0 O 0 0 o SIDES: 2 (39 + 10.83) 2 (.74) = 147 GPD ENVIRONMENTAL CODE TITLE 5. I o 39.1 f �6" CRUSHED STONE OR MECHANICAL 12" MIN. INT. DIM. 0 0 0 0 0 0 -- �~ ova COMPACTION. (15.221 [2]) $ 2' O O O o 35.17' BOTTOM 39 x 10.83 (.74) = 312 GPD 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE w���c a �01 ( 2 % SLOPE) 4' ( 1 •7 % SLOPE) ( 1 % SLOPE) DEPTH OF FLOW = TCTAL: 621 S.F. 459 GPD USED FOR ANY OTHER PURPOSE. G� H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST TEE SIZES: 3/4"-1-1/2" DOUBLE WASHED STONE 4 UNITS REQUIRED �� USE 4 500 .GAL. LEACHING CHAMBERS ACME OR EQUAL 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.. INLET DEPTH = 1� ALL AROUND PRECAST STRUCTURES ( ) ( ) OUTLET DEPTH = 14 OVERALL DIMENSIONS TO OUTSIDE OF STONE: 39.00' X 12.83' WITH 3' STONE AT SIDES AND 2.5' AT ENDS 9. COMPONENTS NOT TO BE BACKFIL'LED OR CONCEALED WITHOUT SCALE: 1" = 2,000' LEACHING INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FOUNDATION- 25 SEPTIC TANK 46 D BOX 17 FACILITY 7'17 FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE ASSESSORS MAP 248 PARCEL 56 MA ' AFPROVED DATE BOARD OF HEALTH (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL LOCUS IS WITHIN FEMA FLOOD ZONE "B" UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT AS SHOWN BOTTOM TH-1 EL. 28' OF WORK. ON COMMUNITY PANEL #250015 0005 D 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED DATED JULY 2,. 1992 5' AROUND AND BENEATH THE LEACHING AREA. SITE IS WITHIN ZONE II, WP AND ESTUARINE 12. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH PROTECTION DISTRICTS +47.42 THE APPROPRIATE AUTHORITIES FOR UTILITY LOCATION AND INSTALLATION. CURRENT ZONING: 'RB FRONT: 20' LOT 2 123.33' 46,97 49. 1 SIDE & REAR: 10' 38,632 s$5 11 ` +43.71 0.89 Gres ` Ag TEST HOLE LOGS a p� 1 1 +43.41 1 RICK JUDD, R.S. �� '1 ENGINEER: ENGINEER: ARNE H. OJALA, PE, SE a; 11 WITNESS: DAVE STANTON, R.S. WITNESS: DON DESMARAIS, R.S. DATE: JULY. 27, 2005 DECEMBER 12, 2011 °) +43. 3 1 + 56 48,95 DATE: `b +42.30 1 DIRECT ALL RUN-OFF AWAY FROM +43.5 FOUNDATIONS PERC. RATE = < 2 MIN/INCH PERC. RATE _ < 2 MIN/INCH I �48,38 CLASS I SOILS P# 11040 CLASS I SOILS P# 13488 I ' ELEV. ELEV. ELEV. ELEV. 45,02 _-2 5''- O„ `V 41, 091 `�%' 44' 0#1 39, 0„ 39' I 50.08� + 7.66' 1 Ap Ap A A +40,33 I /SL /SL /SL �SL PROP. 1 - +43,a7 GARAGE -< 10YR 4/3 10YR 3ft / /310- 10YR 4 3 10YR 4 3 i s 1 / / v �� 1 y 10 40.2 10 43.2' 12 14 rr +42.85 \ BW BW rn 43.01 0 1 m Z ESL/ FSL --_� +3 w-_ 4 ,0 II 1.271� �/ B F3 - - 39,87 _ --- ., /'r= a 5/ - , 10YR 5 6 /. SL _ S +38.55 +38.49 i - 1 p 32 .S 18 41.7 // W I - 10YR 6/6 10YR 6/6 o .\1 v PROP. / +4 60 a DWELLING B B TOP FNDN. = N 1 z 72" 33.0' 72" 33.0' + ' a 50.0' 51. 4 ; -� j S L �S L 10YR 5/6 10YR 5/6 + 7,25 ' 1 60" 36' 50" 39.8' PROP. W/0 1 T 2A ELEV. 42.5' 50.49 C C + 7,86 � +4 22 � PERC PERC PERC TH 1A( +4 .51 MCS MCS w ► 2C +47,87 's/ + RED i CS CS 2.5Y 6/6 2.5Y 6/6 1 _ .87 0,/ 2.5Y 6/4 2.5Y5/4 A6 �w + 9, w i 126" 30.5' 120 34' 132" 2.8' 132" 28' BENCHMARK 1.54 CONCRETE BOUND NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED 47.99 i +47.28 +46,9 ELEV=52.6 43,08 �, 1 128.75' +52,00 RESERM 49,05 TM_2 _ � +5L38 �51.26 5' REMOVAL OF UNSUITABLE SOIL REQUIRED I CO AROUND PERIMETER OF LEACHING FACILITY, 1 DOWN TO SUITABLE SOIL LAYER. REPLACE +nAo WITH CLEAN MED. SAND, TO MEET SPECIFICATIONS OF 310 CMR 15.255(3) i TITLE- 47.26 - 1 �m OF +46,40 , 51.10 +51.70 #21 KAY AVE. + 48 0 BEP,HMARK: USE STONE BOUND AT:LEVATION 44.8' +46.17 BENCHMARK: USE NAIL IN TREE CENTERVILLE (BARNSTABLE), MA AT ELEVATION 48.0 PREPARED FOR OIL�'. 48.57 MATT & JENNIFER NEEDHAIVI +46 25�/� v� JAN UARY 17, 2012 LEGEND 43.95' 44.96 ,� , +44.38 \ 100.0 PROPOSED SPOT ELEVATION g Scale: 1 = 20 s\ 0 10 20 30 40 50 FEET 100x0 EXISTING SPOT ELEVATION 93.5 j, 100 PROPOSED CONTOUR 46.08 100 EXISTING CONTOUR ^ off 508-362-4541 /L- fax 508-362-9880 N rM� �ZNOFMgs �INOFhfgS s�cy °��FA syc� ° DANIELA. G moo`' DANIEL ti� �° DANIELA. DANIEL GN �o OJA� A. m OJALA L A. down pa p e engin e E'I ring, inc. Z CIVIL OJALA �' CIVIL OJALA fn �-�� No.46502 ?A No,40980 No. o No.40980 Po �F CIVIL ENGINEERS gTFS G�STEEz G�� \�� p�FSS1�� OAF G�STi�\� o° Ay sS ° P sfoNAL ��' ti ��e s 10 �� _ do o LAND SURVEYORS #05- > 60 DATE DANIEL A. OJALA, P.E., P.L.S. 939 main st. yarmouthport, ma 02675