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HomeMy WebLinkAbout0045 SAMANTHA DRIVE czYIACtA+� _ a 3tSS vT Qi► Application Number..... .-......................................................... `* SARNSTABLE, + 2673_0� ,,,,,.Zoning District...!:.F-1......... MASS. Permit Fee.................. s63� TotalFee Paid............................................................... ...... TOWN OF BARNS`T BLE Permit Approval by.................................on....... .. `... ' BUILDING PERMIT 30 - 006...,...Parcel......00 Map... ........................... APPLICATION Section 1 — Owner's Information and Project Location - Project Address S� 6Yta t�7F"�1�.- Pitt ife Village eu 04 mr. w 8/ Owners Name 94W-t C t<i1 wv Owners Legal Address ! 0 City �t"[� State zip 04;% 05A, { Owners Cell # _69'a/v2—807c1 E-mail C Q. c (4—om T Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet Commercial Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3 — Type of Permit New Construction ❑ Move /Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ® Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Foundation Only Other Specify Section 4 - Work Description Last updated: 1/31/2020 Application Number.................................................... Section 5—Detail Cost of Proposed Construction J-46 000 Square Footage of Project .8Q) .5 j, Age of Structure /V ZC4J Dig Safe Number ZO 2U,1-1`T/0 E79 # Of Bedrooms Existing 3 Total#Of Bedrooms (proposed) 3 110 MPH Wind Zone Compliance Method ❑.MA Checklist ❑ WFCM Checklist ® Design Section 6 — Project Specifics Q Wiring ❑ Oil Tank Storage ° Smoke Detectors Plumbing Gas ❑ Fire Suppression Heating System ❑ Masonry Chimney Y ❑ Add/relocate bedroom Water Supply,,,i._ Public' - _ 0 Private, Sewage Disposal ❑ Municipal On Site 9 Historic District ❑ Hyannis Historic District Old Kings Highway Debris Disposal Facility: P&PA(i C $-ery i c Q,, I am using a crane Yes,� No Section 7—Flood Zone Flood Zone Designation A/_U 1U e- Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8 — Zoning Information Zoning District J" - 1 Proposed Use SlkA;qm,fY Lot Area Sq. Ft. 7, ON Total Frontage r g g _� g ( ) �t Percentage of Lot Coverage S`"�v #of Dwelling Units on site � Setbacks Front Yard Required 3 0 Proposed Z 50 1 i Rear Yard Required Proposed ZO Side Yard Required / S Proposed 33 Has this property had relief from the Zoning Board in the past? ❑ Yes No 'I Last updated-1/31/2020 — Application Number........................................... Section 9—Construction Supervisor Name 3i l/ C4ve-5 f Telephone Number Address �O Ll AQ�t ( iqi m City 7:74,tA#i State MA— Zip 0.1036 License Number 05 /0 M'0 License Type Expiration Date G 2 — 2 0 Z/ Contractors Email 4,cke,wrx)eCOmCaS7.AICT Cell # 509, 329f-915 G I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation requi bb and t To arnstable.Attach a copy of your license. Signature Date' Section 10—Home Improvement Contractor Name Telephone Number Address City State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number 1 understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and .documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature 0Date Print Name fo'e ue'A-6foS o Telephone Number E-mail permit to: LfrewuocQce CUmc&sT Ner Last updated: 1/31/2020 Section 12 — Department Sign-Offs Health Department ❑ Zoning Board (if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ T Fire Department. Conservation ❑ z ` ' S For commercial work,please take your plans directly to the fire department for approvak Section 13 -Owner's Authorization as Owner.of the subject property hereby authorize ki(ke,,jcuPAvid1.4 J 6eP to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of j ob) e�y� oa-2/- z� Signature of Owner date - Print Name 3 Last updated: 1/31/2020 � III • - - -�_—_�_=r-� -�--�� =�-��_ �w�pt s-w--�'-s=. � '=�'s'ri:.■:w..wwww :auri._ ---:�a=__��.—a:.:--r wr�_.•...�.��r�--- __.���•�+"".+_t+w�l0w_Twwwua----u�_ � Yam:,.,..... �u ' � w � - -- � -. �...- - - ---=-_---------�=-� ■ = o�.�.--as�..w.awawos.--s�mow•�w=�w.uww -wwwwww.�� B■w�■®O=-:�w■■w■■�:�w■■wH�■Ywa � „ _s .puuww■www■w■mow■ww■■■ 1■ ■■i■■ � �-w®ow�aiY..wwwwwww.�wwww.--�-- � _ ■■�N�B�m��■■w:�N�uY■■�uws■ � 11 �w.w... -ON ■. ..w.vwwwiww�v�-.•��.wl�www.w.w--s��i:w� � - ���. ��� ■ .�.. -.��.i-" .�C.sd� -.:.{ ■■jwui■•i-i�t■ �i�• L.=J I■I :L wwww�..w ww■■aww■ow■w ■ o --- I�I C sS��- �� �o�w�S.m®�ww w wv�� ■w�awi ---...m��.-:w..wov..w�ewa........ ■■uw�■■�■ri■■uwwa�m■�■■w■�w■■■w�sm W ^_�__ u oww■wp■w■■umu■wui■ . _ _ _- -- ww.www....:iaaii::.o...-----S.J.-.sS® ® ® u■■ w■m■■n■ua■■■■ri■■w i■w■■■�■ E - - o- ■ ■ ■I■ Ell.° INIMINIMI ■l■■ ■ _ IIIIII IIII= 'IIIIII •� ° - - 'I'lllll •�• Ld LL LL G■I I — 111■G•i — ■ � � � t� . • ■III I I. - - L....Illt�ll���� - I■I■1■I■I - I■I■1■I■I - : �_ •� . --- - -- _ � I■I■�■I■1 a I■I■�■I■I . • ,. . . . 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I 3000# IN - [ o 0 -------- — -- — -- O BACKFILL 5/8"ANCHOR BOLTS IMBEDDED "' ' ------------- n - c i 48""N CENTER LT FROM CORN R/ NO 1 ___ __ I ''' TO FINISHDAMPROO GRADE F OR ATERPROOFc. 3"X3"Xl/4"PLATE WASHER I — '` I R I BULKHEAD VERIFY LOCATION ° 1 Q Om 1 :, r---------1 O HGTOFWALLINUOUS@MID Ei0 L. ------------ -- —J I L----------------- FaavE PERFORATED DRAINPIPE I ' L----- -----------------� L--------------- I COURSE GRAVEL - d" �3� \ a m 14"DROP O I I= � v�°o -- o 3'-G' 5'- 2'-G' 4G'-10' FOOTING W/KEYWAY °I m 2' 1 1 I 94 BOT/F OF WAL CONTINUOUS IN y o 9 N rn o SLAB 3000#MIN. L v V o o v 3/8'x4"TAPCON MASONARY SCREWS @36"O.C. I I 3 'o m-o ° Qm h Ern °W°v[a #4 BAR CONTINUOUS IN U �O I I FOOTING T u a N U o IS m 2ja I i oy °9=M"w N N;� Q o i m so co N a Foundation Wall Detail v°,-°°o aE o O o_ N [ o, o I I N I I `='Ezi m N BASFMFNT I I o r?"a�"¢Toi; ANCHOR BOLTS @ d6"O.C.AND FINISH GRADE SLOPE N I I 33'-O' 1 : I /2"PER FOOT MIN.6 2"FROM ALL CORNERS. (t) 1 FEET FROM WALL. -c o v.yQ c I fh SLAB 3500#MIrv. I - 5'-S' 2'-G' 5'- ' 3'-G' 3' 3'-G' 1 #4 BAR CONTINUOUS IN TOP m`o�"a o a v N N I FT OF WALL pans m c� BREAK D LOCATION I o E2 1 ;;. I UP I 0 COMPACTED SUBGRADE rums sums IJ 1 _ xlasam sssaRso atrarlasslvs smcMFrn w caxwsre mwwsorwaocolmaassmrsmnlaBv � I — TYPE pp taCMron Or C°NCPEIE f4xslaUeanx Ibe:m tmo U —————————————— #d BAR CONTINUOUS @MID 6.emem coon.romdmmm..daherwmnam tSnU Z� L5� O I h1 �— --HOEDOWNS STHDII.TRAP E 1 HGTOF WALL n�m�md wau.l.m®Bale.eeq M I :_' L— —————————_!-————-1 I '•. 1 m FOUNDATION WALL IO"P.C. =.lm 4- II m I N _ I ¢I I I 3000#MIN. (L 6mmm�a.m.r.mwmlma.u..„mlma,lt,and asm a.mo'uIbMaenam�d m°im�tie�.ml m5oe v�ea�imU p I SEE FOUNDATION WALL DROP D O1 IW I I I BAC KF I LL am o W #4BARCONTNUOUBINBOTP.10 J mU Ma,.Lm a.sm amrt•1 ]SaM•1 jh WD _ •CO CONCRETE FOUNDATIONN I WALL CRETEW ANCHORBOLTSQ45"O.C.AND COURSE GRAVEL m F .,SuagmviH6gpu lYl 12"FROM ALL CORNERS. FOOTING ec fsaammmemlawials..nblc sltrm amwmamlgyplmne.myme.,mm.-imam wMme.utrmewum,ewln memavdmmwmarmem.am Famm.d h I I •, I I zr F ONTW.-USIN z Z FOOTING N ' aim,am,m.ram,nr.mm�me.mgmnm.m�.m).mommlm�m.swmmo�mmrPm.= I I I ......1 4„ .. I I .,5ess.aamnlOx.i N.may.wna.v.m mvavb.mm.. L— - 61 UNDISTURBED SOIL Q t.FVRapnemMm.owlmntallud.naomolmemmlmmvmlr@mganommmmeMmemlmmualaaaeP.mmeanmem-ewa I .: —— ———————J ",_.. (-� —————— , .- I I I �(SEE SOIL BEARING CHART) Q m amPmn mein M W e atom o mv�t a m Ira my.Gm w. J w 1 I FIRE-RAT/NG NOTES STH014 STRAP-R)E I LL m Q R4022 ConLrete.Concrete shall have a minimum specified I 1 ° n I I HOLDO S N wmptessivesuengthafr.as shown in Table R402.2.Concrete I Li0 J N 2 --------- SLOP a'CLOO SLAB 3O MIN. subiit<t to ttuxfemte or snmre weathering as Indlrated In Table — —— ———————— �. I I I Garage Foundation Wall Detail �1 Q Z R38L2(1)shall be air entrained as specified m Table R402.2. SLOPE FLOOR DRAIN TO O The[nod—vrelght of fly ash.other po=ohms.silica fume• L I OVERHEAD GARA DOORS. - I I Scale:I/2`-'O' (�� stag orblended cements that is inchuled In concrete mixt—for -------------- ------- garage floof Slabs and for exterior mhes, on Slabs and -DROP 14"[SEE DETAIL) PORCH WALL DROP 6" O I I 1 LL Q steps that will be exposed to deicing chemicals sshal not exceed ® 4'-O' 1O`4 _ ' I I LJ the petcentages of the total welght of cemendtious materials I DEPRESSTOALLOW FOR I I v Y speeified N$ectio .30fAa KS.MaterialsusedtoproduC2 24'- ' 2-9'0"x 8'0"O.H.GARAGE DRS I I U concrete and testing thereof shall comply With the applifable -DROP WALL 6"(NO SHELF) V standards listed In ChapieF 3 of ACI 318 w A�1332. .1 1 1 I Q O Foundation Plan b 1 FROSTWALLMIN.48" I I J o 12 stole:i/d'=I'-0' - 1 "; I BELOW FINISH GRADE I 1 12 Gr�•_O• STHDI4STRAP- I ARCHITECTURAL ROOFS INGLES 1 L---- O I 2 x 8 CEILING JOISTS @ 16 O.C. 12 ...,. . .1 Ito tU +/6 -. If� ------------------------I 12 O ATTIC L 24-0 V 9 F O 9.12 2"x 1 O"C I JOISTS @ 16"D.C. 1/2"CDX PLYWOOD SHEATHING <E R- F ERGLAS INSULATI IN 2"x 10"ROOF RAFTERS @ 16"O.C. ( Z E 12 W/COLLAR TIES @ 32"O.C. 2 x 8 RAFTERS @ 16"O.C. , . LOCATED 1/3 DN RAFTER SPAN J'c t2 '� y n 14'-4' IIALCON O 333 :o 2"X 6"@ 16"O.C.92 5/8"STUD LENGTH 4'_0' D3 HON(IS ROOM 4•_°. m ly LL 1z BEDROOM#2 12 8'0"MIN.FINISHED CEILING HEIGHT (/. �e ; 5/6 1 5/6 SINGLE BOTTOM PLATE/DOUBLE TOP PLATE VJf�- +/- 3/4"T&G ADVANTEC - +/- GLUED AND NAILED. 3/4"T&G ADVANTEC GL ED AND NAILED. � � F O I-JOIST FLOOR SYSTEMy In JOIST SIZE,SERIES&SPACING TO BE SHOWN ON MANUFACTOR $ ~ro DRAWING W/ALL CALCULATIONS R.30 FIBERGLAS INSULATION N ^fib IJ O FOR BEAM AND JOIST DESIGN. 24'-0' _ >�I p x GRFATROOM _ `, N� ENTRY R-21 HD FIBERGLAS INSULATION N GARA CF 2 CAR GARA O s 2"X 61T@ 16"O.C.104 5/8"STUD LENGTH SEE F/Rf-RAT/NGNOTES SEE F/RERAT/NG NOTES 9;0"MIN.FINISHED CEILING HEIGHT z 2 O SINGLE BOTTOM PLATE/DOUBLE TOP PLATE _ _ - 01 D 3/4"T&G ADVANTEC 0100 l GLUED AND NAILED. 1 TYP.4"CONCRETE SLAB 3500#MIN. = a ID e o00 �qp�f_ SLOPE FLOOR TO DRAIN TO I p I-JOIST FLOOR SYSTEM OVERHEAD GARAGE DOORS. D JOIST SIZE.SERIES&SPACING - N TO BE SHOWN ON MANUFACTOR - /,•� V R-49 F1BERGLAS INSULATION -O' 10'-01 DRAWING W/ALL CALCULATIONS RASEMENT 17-0• FOR BEAM AND JOIST DESIGN. l 2.2"x 6"SILL P.T.SILL @ FOUNDATION O' 'rvP.i O"CONCRETE FOUNDATION W/SILL SEAL BETWEEN. WALL MIN.3000#CONCRETE W/ Gross-Section 30'-O' ANCHOR BOLTS @ 6'0'O.C.AND 12"FROM ALL CORNERS. TYP.4"CONCRETE SLAB 3000#MIN, TYR 24"x 12"DEEP CONTIUOUS FOOTING 0 N pip-,l O r� N EXfeR1OR ELEVATON BACK R314.3 Location arms s be alle Smoke alarms Instd!n the fpl- a O . 8"STEP DOWN TO DECK E3 ���IIIIII Imving locations: m� N 1.In each sleeping loom 2.Outside each separate sleeping area In the immediate 1T-1 1 2• IZ'-o• 1 -O' vicinity of the bedrooms. III 3.On each additional storyofthe dimllb7g.Including base- - Lm°•°•° awn and habitable attics but not including crawl spaces _ - Min °..�ym and uninhabitable amnd.In dlruMngs or dtRdRag traits t1LL aa•Ith spW levels and without an intervening door An w wi2z4s between the adjacent levels,a smoke alarm Installed on E r o 0 0.`0��a°y the upper level shag suffice for the adjacent Imver level °e„� B"STEP DOWN TO DECK , 10'-4' 6'-9 I/Z' IS'-10 I/Z' IZ'-O' 4'-0• 6'-O' -O' provided that the lower level Is less than one full sandy -o ;u o VISUAL REFERENCE ONLY LL st" ct below the upper level. -_ -__=rn - -���W...b:..' ,1�s• ��. When more than one smoke alarm is required to be installed N v o ,�`o_ o within an Individual dmeLmg unit the alarm devices shall be "m�u I)rrl; N Interconnected In such a manner that the actuation prone alarm It a T V ca v° 1v% .• r 264 DH ~s n c n rn .�- TEMPERED N'W aCda3[e an Of(he alarms;ill the Individual YN(- J•'O c c o" 3050DH 3060DH 3050DH "I o TEMPERED TEMPERED T MPERED u c U a o�y y o n I Lw a,-O• O O o .0 o n N Q v - Q nEo vUJpvc� 6 8 6 8 nl 202AW L. o O o$c`o_v3�c„ 32X10PTBEAM TIMBERLOC _ j)1NIN� va aEE c y 0 SCREWST&B12"OC ® _ Q Ito �Q no -.'_^ -- i\9 '> B u i e 2 XIOS@ 16"o.C. o - N h n PT DECK JOISTS . -m N _ 7 SOLID BLOCKING @ MIDSPAN ®I Q 2468 2668 N TABLE Ra01S3 c�o a n 3068 -- 2668 m !AWMIIrA u(in pounds per""'stp taotWELOADS a °a coo c O O p USE LIVE LOAD_o`y' - f 8 N 4X6PT POST - - W/CAP&BASE m 2 O N n) '-0' a a Atu.uilhom Ala v 10 _a; '�Q D bl I N = Attic xlth limited Aram eLs zo cow oo Q. " o (:h'H'A'I'H'OO M I I 2668 - Hold 1,11 atp6 cold atdc served a a o 01 �� O its O with BXnd stars SEEEE 30v°u° DHANGERS M N DECK LEDGER NOTES i SD a7 Q Balconies calednr and decks° 40 8"STEPDO NTO DECK Q M Fire_. 40 FLASHING@HOUSE LEDGER �C, m m _ ry Q W Caatdmiis and mmdmilEI 2W Aa— rams m Clmtdmtl in-BII cot ncrosl iDs HeR smsio»"s a.--i i9 4.M _ �9ce_ O MA.`;'I'p' Q N Pasen cr vchtctc m Le 50'Rooms othm thans i 4D a a a a M zl m .nR 3na a > m a. _ _ /'�la mm N C $labs -0tF U J,d 6\ I I 1N f\QiD O sD co uP I I� I Fm9: rpoundpm: rermt=o.amtdvim°.1IanR1=c4smd. Vm,P�P m.oA Hw, aund=n 1F tow,sui®.ssAm.,m.mu ry mry 1 4.4 Is - UrbEpIted g nnuare-I hamtnniaprsnpwmnsazDoo-ammdrn,d o<aretasyuareanchmca zAu e m 6 Nthmr Is Ie%g am2uxhu er tlnnothremocaear MlflNhSweeoI -1 O'-03/ 10'-101 10'- 6'- - Jmstmdtitmlslesslhan42behesardmeWm ammtnwarmamadJa�' mWarhoO iM9rex@hmnngmaannmpal)itOrCgHVAC , Q gm421mhcsmghby2fec4Mtle,argreafer,Ixmdmmdntheptsneofma LL JCHASE DLss Fro amp amhmn slomgc,lhti hvc lohe namd m at—Daremlysuh my.a.,IF.loadR;•�m°m°1•In R502.2.2.1 Deck ledger connection to band joist.For decks 285 DHb ��.d erm�oeranareaof,IRL—lndlm,supporting a totaldesiglloadof50poundspersquarefoot(2394 = nFFTr,E 0 d windegreat0Pa) 140 pounds per square foot(1915 Pa) live load plus 10 a'- wens laua a2z2fmd its.H dPdmenmwr-111 O Q pounds per square foot(479 Pa) dead load)•the connection o L nGn—hhan de28ondood In-1111 dluwll�ndabOgo�liyaipPe Rm 3I[Dad between a deck ledger ofpTessure-presenrath'e-treatedSouthern 6 m Pmnds "4 =A� m so mdb.0 .y.Ib rpm Thamnd tie dmihPmR mMm N v an mnmmamy xtih a ry oNe ue 1ma mqummem U W Pine, incised pressure-preservative-treated Hem-Fir or ® 9 2 V,I it.Far ammwah turned smrage and mnmmeduvhmom.NCAmIwd Y� approved decay-resistant species,and a 2-inch(51 meet)nominal N � need bn applied.Wy to coma pomm nf ntha baft—chord xi..mare am U� coo m come ad�acmt alines xsth ttm same ueb E41mQtm1lon capable pf lumber band foist bearing on a sill plate or wall plate shall be 618pMu b N ° cpommlogarctango42 coma mghm8 me by2fea p•Wcor F.W. 0 constructed with 1/-Inch ff 12.7 in la screws or bolts with wash- _ CAR r,,\R n r,F L m lamfedxt ran thepIDm hI bO h11ssd hnrm aban nl hmssxm Ira ran O 2 l ) � O r _-- dt ftM tiottomchordaMthehmtomafar9•mhertnm member.reovtU.Uedthaf J J 14'-O' ea of Na[RDoxIRg mlmPa ss mM. edS in xcordance�v1Yh Table R502.2.2.1.Lag screws,bolts and ID m 1.7Mamc tea naaevlhm hya pWt-dw.vsfauQaywrnmudopenug washers shall be hot-dipped galvanized or stainless steel — N ma..,d°m o,uh Section 11907.1. ElZ.TM mss has a bmmm chord pond less than z:it R502.2.2 Decks.Where supported by attachment to an a dedor 0 3.negtmed UaWavondetdbnlesstlmLheootlomcbmdinemhmdeptR Avail,decks shall be positively anchored to the primary structure to Q Iagedudibadeagwd`°r°e�= 'm'°P��"fd'"�t°dam°10 d? O and designed for both vertical and lateral loads as applicable.Such - o Claonfo elInlu drug r le I;aegaa N IL Changoior f.Thesaler,fW rsand guards Shall bedofMedu11ha attachment shall not be accomplished by the use of toenails to m sareNratmnr4.rhnsarmpdthF rmnnaal,ummmtaormaeonmo- ji nails subject to%ithdrawral Where positive connection to the pit- b ink i m tyM�t n aNm�m�a�ep�m.mb co me eta a E mary building structure cannot be vitrified during inspection, o mad:areasmneRmmomRxwamommlrveload decks shall be self-supportingFor decks with cantilevered fram- r Ing;members, connections to exterior walls or other framing L—___ members,shall be designed and constructed to resist uplift result- I 1\I N(: A h H',A a a ing from the full live load specified in Table R301.5 acting on the R`'H rT o y cantilevered portion of the deck 2e5 DH zes DH r/ IN Q 5'-2' 5'-2• T-O' 10'-O• T-O' Im -m 10'-4• 24'-0' l' Ill s 65`0 R311.7.2 Headroom,The minimum headroom in all parts of � N N First Floor Plan the stairway shall not be less than 6 feet 8 inches(2032 mm) 11 o °,,,,•e,_o. measured vertically from the sloped line adjoining the tread I Lu m nosing or from the floor surface of the landing or platform on UX (hat portion of the stairway. N Exception:Where the nosings of treads at the side of a night extend under the edge of a floor opening through 1 - GUARD wuAeWvmrtAcrs _.-», - - which the stair passes,the floor opening shall be all(nved to a j T Rn R a _ project hortwntallyintothe required headroom ama)imuma to AS of 411 ra Top FAIL SERVES 4 inches(121 m). La o HANDRMLFORSTAW �riw mrym �•, (I In Y m.LCn/ Q A I RwmuuvtA s[Crn,wna.s, ____ IIIfj W� _ � H IN' I ` AWleP1ANEn a R311.7,1 Width.Stairways shall not be less than 36 inches I v TO l4. tiA°r " �Md (914 mm)in clear width at all points above the permitted hand- -" Ito N. - rail height and below the required headroom height.Handrails Ct F ONROORSURFACE shall not project more than 4.5 inches(114 mm)on either side R of IAnnlm of the stairway and the minimum clear width of the stairway at and below the handrail height including treads and landings. Fe se 1—as-1--au.— shall not be less than 31 r/z inches(787 min)where a handrail is FkjM Rol T 2m installed on one side and 27 Inches(698 mm)where handrails s`rugO°ma,Amr'w� GW1ROREDVIr M.Fs MmA1UM HEADROOM are provided on both sides. 0 N N R314.3 ovations: Smoke alarms shall be Installed N the fol- O Imving locations: N 1.In each sleeping room. O 2.Outside each separate sleeping area in the Immediate vlchury of the bedrooms. 3.On each additional staryofthe eltielling.including b3e- - manrsand habitable attics but not including crawl spaces V = _ and uninhabitable atu s.In daelOngs or duelRgq arm with split levels and without an intervening door - between the adjacent levels,a smoke alarm Installed an E r o _ -The upper level shall suffice for the adjacent lower level provided that the lower level Is less than one full story °o" v; o " below the upper level. o o"- -_°',E, -� When more than one smoke alamt Is required to be installed __ v= within an individual diiv&g unit the alarm devices shall be - O�010 Inteimnnected in such a manner that the actuation crone alarm Fs o u N„o��E°u --------�------ will activate all of the alarms in the individual unit. V o a ------------- If--------r --------rl ----- — uEoocua av ° I I I I 6'-Ir r-o 10*-[, N,o a v m a" L ----- y ----- ag DH--------- E QU O O� r�l 1 II /----------------_-_-_- SSdSMU--- II TEMPERED a = Ooon II�� I yt ------------- -- -- N3; ° cc aw3�w u 2 mw�y I I M I TABLE TRIB FRAME CHIMNEY THROUGH ROOF I ¢� hgNDAUM UNIFORMLY DISTRIBUTED LIVE LOADS - c u u ° RFT1RnnM t!.�!.. AF.tIRnnM �!'i (n pounds per square hwU \ ° \y/ (SEE MANUF REO'D CLEARANCES) I Q USE LNE LOAD v a 3 Q~ I;♦ II $¢O - - av�-nr3 n°= m3 yv 3c Allis whout om 10 AOta with limited sI=--Ah 20 o � uva I I wa �"'UNFINISHM/ATTIC 30miurd °v ryry ----------------rl I I so s0 I Bakonia exterior and decks- 40 A I I I 2668 2668 1 �re 40 INSULATED DOOR _. Gumdraiis erW hmtdsaih• 2110e I I I I t '-o' I Fht-------------------�L- --m---------------- = Guardrail m-rdian nmtsr sal III III nAi,romy IIIIII II II II N ,` (L a I HA' f 0 2 O D M Roo-.0-dw kldM rnom 40 I.1 3D O m ON // zac stars 4a UIn F F.SI: Ipaund pers�wcfoot=O,OlmWhrtr,lsquare lrch=MS wd, V In 1 pound=9A51: III III // I \\ _s 6_- b a de ram Ragan rt¢ms 1nc be a1.,nta W sapPa�8 a z Ono t¢ad z_ appltedmeraz0-sgmm,9rchamv O m h Aida mIhma gong.are Woe shoe the mnWmmI clew h.lgm bel— pwa,dntr�nlesthan42mcb o timthmareonImoarm¢mxla- < J'd c.mumesuvhftSara.•.ao`b.mriipnumapableorcomammi;arecnn- I-� -l-4 I I I I I i I / I I III I gle92md-high by2fenwldn.or�tm.lamaiwdm the Wmeoftha LL m Q / \ u-s Far ama utmmd 5mage.tha t v.land need amme-be d m act - -TI I mnamen0'ssmh aaW tuber tnclmd rsymtemems lndivdua1.I3a awda shall be&,og M for do-ft-tl•dutnhded nix tomor.3m m-pmdmrcwmtedioadmg aemmrmamaar9.sgmua mines. 2 I n------ whid—pmdnoar the Roemer we sa. 0 F I I I I I I I 1 I I I }ll I d.AsiTicIonawammdappuedmanydu MnataWpoW amrtgmnmp. Cr, 0 Q I I I I I I I I I I I I 17' I e sa.smmalt5o222rmdecbMu t dmmcenm walk g LmtmssmWWfW dm ammwumamWhm=ntaUyaar m�lo�or a ¢ sOpounds¢nana�egmimisquarefam.7hisloadneedmtbeessumedm Ld N I I I I L-__--L 1 1- -I -------1------- $ --Li-I m eonam.mll'won aro omm the and.gmmmem. —_-_--✓--------- - --�-- �i I I I I & dWaplWdHb m;•m�� b—m hohddwiserr.II m U to u tV nvn ar mmc adjaam soma was Ibe aatm web comlgmmmn capabte or H Rl1KI1^� ROOM a by 1 7'-2' 10'-O' 7•_2• I I 4-�� I mlawd% anmeptie92 ffia mghor-,arges2feel.10 or Lim mi, OO Iocarlhedw•tb chornadofthemm.'m enarples me bee.Pm1bd mp of t!p hmmm chum and the taanm of anY tnbr vuss member.iTmsdM that N I mrhorth.roll-mganlmmnm4 I I z_ I I I L Them���r.aharve�taq•apnu.tawn:tmntaymrnrr,mop.amg I I I I I I I m aeandaare wnb Seamn RRW.1. 2 TM¢us bas a bmmm dtmd path i-than 2:12. 00 ------------------- I I I I 3.laq m dt mdmmd¢iabblmkhmftbmamrhmd memWi depth. I I I I I The bmwnmmd:orinmm.-m%ih.abm•.mteia r¢r umnea vim- O I I I I I I I I nee stall be desigmd fume III me adtal imposed dead load m 10 N ME ammrady&VAMed over me entire spas O I I I I I I I I h c1a lad u:al m iavdnll anembh.ro a Rnnms rbau be designed wlib a 4'-0• I ._O. ( safety aamo1.4.TM afav faint Shan be avdi.d m each of thacoo¢oo- Q i =MIoam ainhedmthe topafthe rag.amtmthemdanme m-IIIIoamPo- I I I I I I I I a.nss Thee.lone:shall he dee-od bdq..d-ar om-U-..gad (� Z o I i I I 16`O• I I I I toeasareassnm.a ommocna wnh arhmbv live la3a Js Z o QLi 12'-O' y 1 m 24'-O' Q- N� LIVTNG ARP.A A7r+' SO FT 'V4 ` W0 0" kk f Z\ Zo -t lJl N Q a N t_ .•-.__. to SECOND Floor Plan • {r Refer to Architectural Plans for ALL Dimensions' Note These plans are to be used in conjunction with the ARCHITECTURAL Rim Board Detail Plans By Konosky Associates INC. DATED 09109120 BLOCKNG BEOUtRED OVER ALL IMedOR BENR— 14"Tri-Force Joists @ 19.2"D.C. Blocking Detail 2ae OR 2xe BLACKING: B t FLAT TO T W/WIDE FACE MO WALL SHEATHING BI 81 f B1 3 UNSUPPORTED -12 ®17 Ell 7 ' 81 EDGE OF PLYWOOD OR OSB` - I Ply 14.4 l� Horizontal Blocking @ Wall 62 @4� j Sheathing Panel Joints v E' axnLAlEn ExiFxS10rt suProxnnc - •..:. _ ___ VnODRY FLOOR LDMS Bi .............• ._:.. ......ONLT .:..•.•...•.. Benin e 0 :! O Pry ta11•NB-tlYN1TY WL � 3 I :I - :...::D:. ..._ .�:. .... . 11 27 T 27 10 @22' ... •••••• I' €j i � 3 I � 1 Cantilever Detail E Q C1 1o�za (4 M Benin/HeOOvr - N ry ' tWr ta•x1z � I• I �u� 1P7,y B..cia•,zso wt O A3 O Bt 61 81 0 i' - - NOTE:UNLESS HANGER SIDES LATERALLY i SUPPORT USED. THE TOP—.E.WEB B1 FEN— N i ST6 SHALL BE Face Mount Joist Hanger H 1 ®,a 2.MTE RUSN 1-DE FACE OF WAI-L ORREAM B B1 B, ill in METHOD PFH-PORTAL FRAME WITH HOLD DOWNS nDTE:uNLEss HANGER USE 6 SIMPSON STHDt4 EMBEDDED NE P FLN'.SUPPORT IN CONCRETE WALLAND ATTACHED ]AAA A NE TOP FIANCE,wEe PER SIMPSON SPECIFICATIONS SRFFENFAS SHNL BE USED. Top Mount Joist Ha L BLOCNwG PAvrL ' M SO mu BLOOx � IN mu) G scuasH _ �� <3Q 5�JSaP t ?V wG�.amass oao�p`� s��55j o- 1. xaF Y. Squash Block Detail S t G SgEs� BLOCKING PANEL LA BEAM 2x6 LOGO GrtS'�J ,aP`�a'�' \'�•,9FGIB(FPE� .e FIRST FLOOR SOLLLSH BLACK Live Load 40 psf / PQ Block All Plywood Seams in 1st Floor Exterior Walls Squash Block Detail S2 (3+)2x4(Minimum) Q Lally ®Double Lally STRUCTURAL WOOD SYSTEMS, INC.� (3+)2x6(Minimum) LOCKEWOOD BUILDING CORP Structural Q Tubular Steel Column Engineered Wood Post: HSS 4x4xY4"(Typ.U.N.O.) seBle:.v<'=r-0• D—By NIF WOOCI "ENGINEERED FLOOR, ROOF & STAIR SYSTEMS" DBB:BP�",F,Nm RBNslon:o m.,N mmv 4=3Y"/6=5YA"/8=7" ® 2x4 Bearing Wall 45 Samantha Drive-Barnstable,MA stems Q Post up(ALL Types) ® 2x6 Bearing wan YARD:241 LAKE STREET,BELLINGHAM,MA 02019 FULL WIDTH-of Beam MUST BE Supported by ALL Posts I PHONE:800-344-81 1 7 FAX:508-876-9508 11 -11,wumem 'lip W,,.n ximwN....epm.v- roNx..Nme.mae.n umnm�P..ar.ue�..ame..nnmµ.a�..nn.w.,ma.em.,maa..:^e•am�alauv. 17413 RM *** Refer to Architectural Plans for ALL Dimensions' I ( Rim Board Detail A3 m.00IDNc REGDIRm.0— ALL INTERIOR BFARINO, 14"SWS-23 Series @ 19.2"ox. Blocking Detail 2.4 OR 2.5 elOWNO: �T-M TALL W/WIDE FACE O WALL SHEATNING _ m ''• `••. - - H1 H1 III UNSUPPoRTED �. . EDGE OF PLYWOOD OR OSS I R• Horizontal Blocking @Wall B2 Sheathing Panel Joints 61 •� f U MOR�tIbISI`"Os ora"vOR`N` 1 141'.W tI 10@26 T 34' 3 27 7�1R' ``I -10®22' LPIy 14•.4• I[ It n 1. A9 Cantilever Detail ap ee y. o a' § .... ............... .`............ ... .. pQv�``000 tv J C'y<P�y�c��yP�y'�� JY' 24• 1ply 14•.17 �_ `• 'x I 81 f-1OTE UNLESS HANGER SIDES LATERALLYSUPPORT THE TOP FLANGE.WEBSTIFFENERS SHALL BE USED. Face Mount Joist HangerH1O IN DE.F RUSH Wllll INSIDE.FACE OF WALL f.7 OR BEAM O O H1 GZL CV A3 � I 5 a, O21'+ry t.yBawR n;tzo LVL 4 V y O m� ? U) SIN 5 uTEMLa.WEEUESS , /) THE TOP FIANCE,WEB STIFFENERS SHALL BE USED. ^� M Top Mount Joist Hanger H2 k DILM-G PANEL U] 2"4�X BLOCIt Baantlt M,"1%Atlai"O Wltlt:]RRme Su,msan SDSd.S - O ( '1 ]Pry t3�a•n U•a tlT-0•WL ,oewa�ls2 ac. - L1�/1�s roR Squash Block Detail S t 0 8 t AFOi BDGbNGRANE SECOND FLOOR ,WL BEAM 2r8 SODASH auXK Live Load 40 psf Squash Block Detail S2 (3+)2x4(Minimum) Q Lally ®Double Lally Structural ■ (3+)2x6(Minimum) O Tubular Steel Column STRUCTURAL WOOD SYSTEMS, INC. LOCKEWOOD BUILDING CORP Engineered Wood Post HSS 4x4xY�(Typ.U.N.O.) swe: tfa•=1•-0 oTBWD By. MF WOOCI "ENGINEERED FLOOR, ROOF & STAIR SYSTEMS" oBp:a�W..4� RBaaDD:".n.t,.ANa 4=3Yz"/6=5Y4°/8=T ® 2x4 Bearing Wall Systems Q Post Up(ALL Types) ® 2x6 Bearing Wall YARD:241 LAKE STREET,BELLINGHAM,MA 02019 45 Samantha Drive-Barnstable,MA FULL WIDTH of Beam MUST BE Supported by ALL Posts PHONE: 800-344-8117.FAX: 508-876-9508 0 -11 NUfTi- ,wwnTamiMro..neplsum+ tb"Am:may.uw.n,rmanm.wdvN.nl.�..+me.mn.mT.alm.enu..wm,ra.�a m�a.aa+"I�e•"m u�ml+,+wm 17413 Refer to Architectural Plans for ALL Dimensions' Rim Board Detail I1J BLOCKING REGUIRm DVEA All INFERIOR BEARING. Conventional Lumber Blocking Detail (2x10#2 SPF)@ 16"ox. 2.0 OR 2A6 BLOCKING: INSTALL W/WOE FACE FIAT TO WALL SHEATHING UNSUPPORTED EDGE OF PLYWOOD OR Me Horizontal Blocking @ Wa11 - Sheathing Panel Joints �. G—M F DO R UD—omPORRNc I I Cantilever Detail 1 I i I I I i l NOTE:UNLESS HANGER SIDES LAIEFW.LY SUPPORT THE TOP RANGE WEB SRFFENERS SHALL BE USED. Face Mount Joist Hanger H t 2a PLATE FLUSH WRH INSIDE FACE OF WALL OR BEAU b N O a- E� \9-.1k LJ fLE�G� C LL SIDES u�M r SUPPORT G �4a�`,LO,j•4F S IL THE TOP FLANGE,WEB STIFFENERS SMALL BE USED. (D CV Top Mount Joist Hanger �V y�o y o�op o ts�\y c H2 ye oyQy�1?�2 yt O oD GOB Q�of�`O.tJ 0�y��y U N BLOCN,xG PAIL `y ytiy \y O�y yy=P�J� z A BLOCK L1.1 FOR s mVIM Squash Block Detail S tgo I BLOCKING`.E, CEILING JOIST LAYOUT RM18F�' 2.6 U H BLOCK Squash Block Detail S2 • (3+)2x4(Minimum) Q Lally Q Double Lally STRUCTURAL WOOD SYSTEMS, INC. LOCKEWOOD BUILDING CORP Structural (3+)2x8(Minimum) 91 Tubular Steel Column scare: Tfa•=T d Dawn By MF Engineered Wood Post: HSS 4x4xY4"(TYP.U.N.O.) "ENGINEERED FLOOR, ROOF & STAIR SYSTEMS" jRB,1.I : ®e. — Wood 4=3Yz"16=5Ya"/8=7" ® 20 Bearing Wall 45 Samantha Drive-Barnstable,MA Systems 0 Post Up(ALL Types) Its" 2x6 Bearing Wall YARD:241 LAKE STREET,BELLINGHAM,MA 02019 — --- - — "DmDeF FULL WIDTH of Beam MUST BE Supported by ALL Posts PHONE:800-344-8117'FAX: 508-876-9508 DRWeRB17413 Wnm Tn.6n,YAn.npawu^ mNlw�eme.wen.�I�vm+�uwwuh.rt"w"vme�waF.onAsam•Mmwvwma:al..ac�em„n�.gym��e"p.e wm Refer to Architectural Plans for ALL Dimensions' Rim Board Detail �� /YJ BLOCgNC REOUIREO OM' ALL INTERIOR BEARING. Conventional Lumber Blocking Detail 11 (2x10#2 SPF)@ 16"O.C.. o: 21,4 OR 2.6 BLOCKING: INSTALL W/WIDE FACE FAT TO WALL SHEATHING UNSUPPORTED EDGE OF PLYWOOD OROSB J Horizontal Blocking @Wail e!j v,��~ot v Sheathing Panel Joints B2 PyoF��'P o�o� wmuvm EKrENGwN SUPPORnN. -- La,° o O GQ G OR4 iLOOR LOWS OxLY A Of m m0 G G� PP O JO E� PQ Cantilever Detail LK Beam/Heotiv • i i NOTE UNLESS i—ER SIDES Ul£TUILY 7 L SUPPORT THE TOP R—CE.WEB STFFENERS Si—BE USED. Face Mount Joist a --i----- - -- -_ __"T'- - z.RATE FLUSH wrtH - I i i I T_ ii_ __I ___ _� ^. $N I OS E E OF WALL I ' j I j I I t 1 i j V 1- p M co j E� f LL EL NOTE:UNLESS HANGER SIDES LITERALLY SUPPORT f i THE TOP FL.WGE.WEB I SRFFENERS SHALL BE USED. - " _ C CV Top Mount Joist Hanger - �� /� -- c_o nc X N BLOCNwO PANEL - LV16ERi0"SOUALI _— x�3 RUBFRIJ z'GN Squash Block Detail �\ '�I oF° BLOCKING PANEL - - - - ROOF / LVL BEAM. 2.6 SOl .BLOCK - Snow Load 30 psf Squash Block Detail --,, O (3+)2x4(Minimum) QO Lally ®Double Lally STRUCTURAL WOOD SYSTEMS, INC. LOCKEWOOD BUILDING CORP Structural (3+)y 6(Minimum) Tubular Steel Column scale: va=r o o BWR By MF Engineered Wood Post: HSS 4x4xY4"(Typ.U.N.O.) "ENGINEERED FLOOR, ROOF & STAIR SYSTEMS" Wood 4=3y. /6=5Y4"!8=7" ® 2x4 Bearing Wall 45 Samantha Drive_-_Barnstable,MA Systems o Post Types) E� 2x6 Bearing Wall YARD:241 LAKE STREET,BELLINGHAM,MA 02019 o aW(RB NumBe p (ALL PHONE:800-344-8117 FAX:508-876-9508 FULL WIDTH of Beam MUST BE Supported by ALL Posts 17413 'll ��N� SHALL SYSTEM PROFILE MARKED WITHALL SYSTECMAGNETICTTAPE OR BE SYSTCI► A DESIGN: LEGEND COMPARABLE MEANS FOR FUTURE LOCATION. PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) NOTES ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE Qt 6A GARBAGE DISPOSER IS NOT ALLOWED 2" PEASTONE OR GEOTEXTILE 1. DATUM IS NAVD 88 99 - EXISTING CONTOUR TOP FOUND, EL. 113' FILTER FABRIC OVER STONE ° EX - \ F DESIGN FLOW: 3 BEDROOMS 0110 GPD = 330 GPD 110' 2. MUNICIPAL WATER IEXISTING X 99 t MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 1 10' Sondysid ��� EXIST. SPOT ELEV. USE A 330 GPD DESIGN FLOW " 3. MINIMUM PIPE PITCH TO BE 1 8 PER FOOT. PRECAST H-10 NOTE: 2" MIN. WALL BLOCKS OR / - 99 - PROPOSED CONTOUR THICKNESS REQUIRED 0 RISERS (TYP.) PRECAST RISERS 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS o SEPTIC TANK: 330 GPD 2 = 660 2'0 4"OSCH4o PVC MORTAR ALL H-10 ° ( ) TO BE AASHO H-1Q Dennis 198.41 PROPOSED SPOT EL. TH1 USE A 1500 GAL. SEPTIC TANK °` 6- MIN. SUMP PIPES LEVEL 1ST 2' 4' COMPONENTS 12" MIN. INT. DIM. ENDS (TYP.) I V' EL. 107.0 SIDES o POnQT *108.5 1 °°•a e°0 5. PIPE JOINTS TO BE MADE WATERTIGHT. ( ° ' 10" 14" P°°fie°�°^�°^�_ o°o^°°° p .a' °o°o°o°o O , 0 0 0 0 0 0 0 0 1500 GAL H-10 Z TEST HOLE ." , TEE TEE ®®�� ®®®® �®®®® -®®®® 0 0 0 0 0 0 0 a 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH LEACHING. 107.70 SEPTIC TANK 107.45 �°°°°°°o° ®®®®®®®® ®® ®®®®®®�®®®® a a a a > o 0 0 0 > o o a o o•o ° °•° r o 0 0 0 0 0 0 0 ° ° ° ° ° ° - ° ° aa ° ° ° ° 310 CMR 15.000 TITLE 5. o 0 I WATERTEST D BOX o ' - r. o 0 0 ° o 0 0 0 0 4' LILEVEL o000 ( ) � 2% SLOPE OF GROUND SIDES: 2 25 + 12.83 2 .74 112 GPD ° ° ° ° ° ° °- ° ° ° ° ®® ®® ®®®® ' ° ° ° ° �� ( ) ( ) GAS BAFFLE '-Oo°o©^°^°- FOR LEVELNESS N >°°°°°o°o ® � ®®�®����®®® ,000000 Ookmont Di ACME OR EQUAL °o°0°0° R211s ® o 0 0 0 r o a 0 0 00000000 0 r > o 0 0 0 00 0 UTILITY POLE BOTTOM 25 x 12.83 (.74) = 237 GPD 107.27 107.10 °°°°°°°° °aa°a°° 1 m 7. THIS LAN IS FOR PROPOSED WORK ONLY ANO NOT TO �'':;'.: BE USED FOR LOT LINE STAKING,OR ANY .OTHER ,Q o ... ': •..r....:• :. . .;•:, ~. . ...: ; L PURPOSE. z V°oo o°000°°000000°°°o°o°o°°°o°o°o°o°o°o°°°o°;or' 472 S.F. 349 GPD °°°o°o°o°000°o °°°o°o°000°o°000000000°09 H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. Locus Q xit 7 �CycFIRE HYDRANT TOTAL: o o_o_ q o 0 0 ° r.n_ _^_^_o.o ° ^ ^ 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. m y ' NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING Route 6 0 GAL. LEACHING CHAMBERS ACME OR EQUAL 6" CRUSHED STONE OR MECHANICAL ALL AROUND PRECAST STRUCTURES USE (2) 5O ( ) OVERALL DIMENSIONS TO .OUTSIDE OF STONE: 25.010' X 12.83 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED Yarmouth Rowe 6 COMPACTION. 15.221 2 0 WITHOUT INSPECTION BY BOARD OF HEALTH AND Campground -` N ALL AROUND �; WITH 4 STONE PERMISSION OBTAINED FROM BOARD OF HEALTH. * ER SHALL VERIFY THE THE INSTALL 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE 1-888-344-7233 AND VERIFYING THE LOCATIONS OF ALL UTILITIES AND ALL ( ) 100.0 BOTTOM TH-3 LOCATION OF AL UNDERGROUND & OVERHEAD UTI ITIES 2.5 LOC L UTILITIES LOCUS MAP BUILDING SEWER OUTLETS AND ( % SLOPE) ( SLOPE) ( 1 % SLOPE) NO GROUNDWATER FOUND OCUS B PRIOR TO COMMENCEMENT OF WORK. ELEVATIONS PRIOR TO INSTALLING ANY MA ' ' LEACHING SCALE 1"=2000'f PORTION OF SEPTIC SYSTEM FOUNDATION- 22 SEPTIC TANK 18 D' BOX 12' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE APPROVED DATE BOARD OF HEALTH FACILITY REMOVED BENEATH AND 5' AROUND THE PROPOSED ASSESSOR MAP 4 A - I LEACHING FACILITY. S A 38P PAR CEL 6 1 j L III ZONING SUMMARY i'III w ZONING DISTRICT: RF-1 DISTRICT � o MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 20' MIN. LOT WIDTH 125' MIN. FRONT TEST HOLE LOGS R T SETBACK 30 . MIN. SIDE SETBACK 15' DAVID D. FLAHERTY JR. MIN. REAR SETBACK 15 ENGINEER: MAX. BUILDING HEIGHT 30' N 1 55' DON DESMARAIS 6.0 0 E WITNESS. SITE IS LOCATED WITHIN GROUNDWATER I 22 0. 0 PROTECTION OVERLAY DISTRICT DATE: 7/12/2006 - < 2 MIN INCH PERC. RATE - I / I I I 0 1 11347 I w CLASS SOILS P w -h 00 `�--, 1110.7].7 cV r- ELEV. ELEV. ELEV. ELEV. Y •- I I 2 3 4 ,� 4 11 112' ,r 1 12' 1 1 1 104 2 0 0 0 W W 0 0 0 0 I 4 5 4 3 I W I I W A E A E A E A E / / LS LS LS LS I o 1111.0 1 OYR 6/'11 10YR 6/1 » 10YR 6/1 » 10YR 6/1 og 811 9 8 B B B B LS LSx _ LS LS 10YR 6 10YR 6 8 10YR 6 8 r\ � �, /8 „ 10YR 6/8 / „ / 7 i OPOSED a� 29 109.6' 32 109.3' 34 109.2 39 107.7 D G TOF = 113.0 TH 1 , TH3 • PERC PERC I 1 �s C 9 1• 0 ° C C C i O 0 1 LS LS LS FMS f TH4 �, O'' 2.5Y 6/4 2.5Y 6/4 � 2 O � 2.5Y64 1 I TH2 6' � / f L 5 O 10 �� / ,\O / 2.5Y 6/4 110� / ,� 137" 100.6' 132" 101' 144" 100' 132" 100' 49,014 S.F. N GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED w ry � 0 ROUND ATER E D w BENCHMARK: oO o� v o L E E E TO BE SET E E E E E2 TREE ELEVATI 1 =11 N �'" S� 3.0 NAVDB OP 8 E E •�, SEM EN 12 55 6. / T 0 33 � 1 �•0 � Ij 4 f41 2� T I T L [Fz� SITE k PLAN I O I � i L � OF F I �v -L oo \ / F` s s �, #45 SAMANTHA DRIVE CAPE COD BERM 9 I 12"x 3" � � �• , � I BARNSTABLE MA I v y. C > PREPARED FOR p ADJUSTING BLOCKS H-20 RISER P n MORTAR ALL COMPONENTS g6 (TYP.) I EDMUND POLI 8'4 I� o°0000000 oo8gagogo \ 4' MIN. 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NOT TO SCALE c civil engineers land surveyors o s rs y 939 Main Street ( Rte 6A) DATE DANIIEL A.,OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 LICE #20-001 20-001 I II I I II --- -- 1