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HomeMy WebLinkAbout0115 BOG ROAD - Health y4o ;, Ma:rstons Mills - A = 045 016 005 :I i t 0 No. Fee BOARD OF HEALTH TOWN OF BARNSTABLE 2pplicatiou if or Vern Cougtructtou Permit Application is hereby made for alppermit to !Construct(✓j, Alter( ), or Repair( ) an individual well at: XT Location-Address Assessors Map and Parcel DD[AG C 'r00 Ck //,S 13oc R4 A4gns,2kj& zwj Owner Address Installer-Driller Address Type of Building Dwelling �,�,� e Other-Type of Building No. of Persons Type of Well Y P v C Capacity Purpose of Well Da^c,,T yc Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Com ianc as been issued by the Board of Health. Signed u 9—blao Date Application Approved By {/ to Application Disapproved or the following reasons: Date Permit No. L�)00Z'Q r) Issued Z.C> Date -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE (,Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(✓f, Altered( ), or Repaired( ) 'y am, K 2�'S 2 c q tv,w dl Installer at —LI 5 f3 e C Rt� has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated HE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector -- Z� � -4 No.��/.���c� � Fee (� BOARD OF HEALTH TOWN OF BARNSTABLE 01ppYication jor Well Construction Permit Application is hereby made for a permit to Construct(✓), Alter( ), or Repair( ) an individual well at: b R Diu/s ue s r /ls Location-Address Assessors Map and Parcel �0 a(. QG M a ,,-7b--S tit- ✓/3 Owner Address/ n eNY�I/C S<,ca v iLJ l I G 0 e G,4�S lc'cl /✓1 U,Sh/�� �t�t a O J y c� Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well 5e /5 u C Capacity Purpose of Well djo/`1 e S?%C r,,j o t e/ Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance as been issued by the Board of Health. Signed /�, v�, S-A�Ja Date Application Approved By Y r Dilate Application Disapproved / following reasons: Date Permit No. LJ ) ?'o7n — r) 1-?a... Issued Date —, a o veo_____m___smv__ e__ a _ >-- -------------do__________a__e_______________ BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(✓, Altered( ), or Repaired( ) by n_ �en. n )IC SC 4 A J 10 Installer " at / ! S /3 6 6 has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector ------------ _____A_4__._...__.______------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Yell Construction Permit No. too e LJ 12, Fee # Permission is hereby granted to p-c- S c./�,nl e Installer to Construct(�), Alter( ), or Repair( an individual well at: No. // 5 /ej Street as shown on the application for a Well Construction Permit No. 01 2- Dated �� 0�y2 i ) Date t7/��2-�Z� Approved By SOIL TEST PIT DATA P#10587 SOIL TEST PIT DATA P#11811 500 GALLON CONCRETE LEACHING CHAMBER (H-20) K.r ro saw xer ro m.IE xar ro srxF �w �wr �� wmw mPc v�cmm LEGEND Y s'i"°s1^rv/. � w:u°crn'wa°ocwssm�m s meri".wmiuw uL.murc•w_. oua°,,ra"°v'om:uMuwa xrmmss>sym/.rW x.w uw nNra oa --{II�I--000"000,/x'000r.P000u 000 r000-r000 s 00000000 0000000o 00�r 0 00• ��•-I .0r'a'ab'°NuPmsP 0n �rto 0 0 0 0 a po00 - 00000 _: I-q mroce •wro wa Baer,wevo°®m es anu°w`xraae. � _ � aa.nw.ru awlmW.TFN M0� s a°ip°�'ma[sam"`s.x�Amr°x w°aLLp1eo N1t'�O'uv+NOa01°°N"�m[WAsxm s"CM1iwW.m Wa¢r w Na,am em.u. ���ESh°�t^E ese°e�'"®ro� ,Nr a aas°ma`m ,m• a m.e ,w o..eae ur r; . ONSITE SOIL EVALUATION \ WF/x09 LKWnw W.0 WF �,.- s/e•le%zJF I 5�4/5/4/0/01 WF/� e1.J GENERAL NOTES 9RMN 0.YERCATAN DATE k 9 �// e• PtReaA,Nx aAro wfEER o WF/xox /x04 PROFESSIONAL ENGM /�6��..._�z°'_ e_...-�--, 1 `.e�,a�_NPem Ff / Y /� N om»s � a»� ° a�ra�w,e� DISTRIBUTION BOX DETAIL H-20) SEPTIC SYSTEM wryto ro_.., Mar DESIGN . aD.mAWF R:IOOIXeI 9 ^.•� \ a 4T i �\\\ '/ "'GUE4E ANFA 4 uA,[wu8 b EIFAfID.RFMO.E iW.i0i5°L SUBSeI uO aI1FA v1W0AWF ��y9,- r :0 JEnEtli � OxEmI. yoaa asm °• t'rP't `- `�`,.:�,.-�; ,. s'< '' J/s//�i,'`•\.�\,, y�.i ;9,za eoc Rono / n m W e®ears.amua Au ucAVA,m uArwAu wra,°e,m a 115 BOG ROAD e e \ _ ._ - 3• fy��/i/�.\, \��\{ / °°aai�.n,x awe wwue sµo•wuE maN a.s,A:ro.wrow..xP r '• 9seiwt[a MxluaE.Am i uKRa a An—— A awan a IN e0 1 1 wNw,.'•� - / ' / eMa.:.spa.L.,Kx�°aNa�.R�,,R,KAr,.K"ArD �,ew,a MARSTONS MILLS �r I O `_ i l / /.. \\ MASSACHUSEI I S r L• . . . /. PA�ss N sce - �.: Pm aez (BARNSTAEd.E COUNfY) '^ ` SITE PLAN s .. w n« '� Opus �-00A \\ �- e�sue-m.m — fi �s�� ram=JF \. a u°1 nmo wur""smueroa w�irerai,c wq�'w��c�wam�roA rra'ie ear,ww.�a 3 z Au waE axxtenas rW.OVwmE mxsmuenw mNi 9[wrOmoxr. wmwx;m \ i " .•• •. ,, j 1.1`s ae0uw.0.,Ns can,µR.mw0a mAu x�'reW.Nw:aR mm�OiAmr°1M1a' �� \__ _�(, 'Y0"^•+�ti'1 t. ' ) i / / / 'T4T7 OCIOfiER 7S,2019 " i°L.x Te wm oIN°G1i m rmaYO�xa`Mays a mesa°aux L t �z _� DESIGN CALCULATIONS PRro—cwsmucm,"Acn1°wea°—r°w-nrzum' iwuo.°me1eunu,r x°o LL e9NNERrama�m.Aw wrowr Nwix�WFeae •ez.6° -� i, :'7c rrw° rs uaMao,°xoar oo_suc ww..n ermw aAPm,ez �111111C" rm»A r,:.m.a rz xawa wea ro,K enar a I , PER NEAIN DEPr. e �,am isi m N-m amnc rna \ \�� �,f � , ' �',�4 r `,•i \ \�(�� na,aomx°.eu.lw.n°xs.aF°.an a wma<wscm.,ww s swe: z 9/4/20Nzo PRpPosm WEt1 g Ka°�0X m °OE aim. eoNmo " :..e s� posAN r R vw6AUDN 6 IF 1„"al 1 `T�r-' VARIANCES REQUESTED .A �•MI,=Pam:_ A�SESSOR4 MAP 049 . I O•� /1 O { pAA-amp 1 1 I 1 -, �! '� .PARCEL Ot, (, PROPasm emroM smA v.a .�•-.x.e v. �\'��e msT.St. snax""Amna - $ °.e'e ao>°.iu��m owse°'°mc�mac°Aercw> � vim.'� � ��,'/� i!Y`�-v� 'i• �.r, e_! __ t �_' ✓ _ \.�`— & 1.500 GALLON 2 COMPARTMENT SEPTIC TANK (H-20) S00 GALLON LONG. 1. SYSTEM PROFILE oouous ceooK IFAFl11NC 1 OE \ I C` 9ntn scuA Omnw mWA °HA"9EIi(rrvJ \ `� i 'l j j 1"�°1°j //'%/) \l` j< xm m xna 50 APPOLO DRIVE SO,SAxK aHiu ett[�aelA� NN m snru eeiC xm°A�OEe w.e 1 �, rnL FROW `` I ,' , 1 / / \ ..` s-p0s W.BARNSTABLE.MA 02688 €'.xK W aa°okta2®aman.Lem a IMOw0'xue®pgIXWA I BENC MARK : 1 1 I �.. ."�"\• \ 6-a°06 TOP F CONCRETE L 'x')('�/'� /^1 x ITa uq I DOUN ELEVATION-)1.90 NOTE! WELL KJI GROUP NOTE:OVERNEAO OAR 8, V r LOREY EtDREOGE _ES NFAHBY mmhR, u vv«wAu ro W xwwwc o°WNr. pP.R I mR w.r W. Route h..Unit D u•P• AS W.Yarmouth.Masaed,usem o,z-ao 13 I "'lao•ro 07573 ^ A ip .,� FROPO9ED wELL F e�aa. .sa.w ' 5087788919 -t— Y SEPTIC TANK51 ypµ BRO m m e bC awp b 15V ROAD W Y Out"M��'"OALLPrs� L EnrnNc WELL \ \ ESSORs MAP 049 sfPnc ruff rox ' ou ®w L ° 190•TO I u" PROPOSm WELL ... � ms. "'"'+ ntc:wel.m.-rAK\eou,ao\L\o\eav,D9-swa.z P19tl�tl au�� •�"°°3 ( OWO.N0:e010-Ox A°",x[Mia mq N�PW��PNO� °FVA1:°eBOi�' 1°'T wn JOB.N0:3-OJJ1.00 �EET x OF x 1 J TOWN OF BARNSTABLE I LOCATION l l; jaw� SEWAGE# i VILLAGE Heeye4 i�L/qtuJASSESSOR'S MAP&PARCEL 6 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY I j�[j ,� LEACHING FACILITY:(type) (siZe) i NO.OF BEDROOMS_ e}- 3- OWNER G►2= PERMIT DATE: -1 -.10 COMPLIANCE DATE: i�Q j Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet j Private Water Supply Well and Leaching Facility Of any wells exist on site or within 200 feet of leaching facility) ucb*eet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY rOc� I ' I i I i i 44 i dCoy � i l • . �1 No. G-OZ.O o ��� Fee 46112 72 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Y es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplication for Disposal *pstrm Construction Permit Application for a Permit to Construct(.4 Repair( ) Upgrade( ) Abandon( ) Y!Complete System ❑Individual Components Location Address or Lot No. 1 P$ 60j � � ��O.•l1wner's Name,Address,and Tel.No.;�0�Ci�o.4 Assessor's Map/Parcel �� /(,- 5 ,,s, v0 Ouj v5,o� ��O � Installer's Name, ddress,and Tel.No.SOW-Ua -€iP(0 Designer's Name,Add and el.No. To$-TI g- 8-7l bvrolobU vNSFruc.�'crn .c P v.�x 744 13sC, &rj .3 St i o� o atv 2 Type of Building: q/ I b 5 dF S b At. Qt r s PQ Dwelling No.of Bedrooms '7 Lot ize S 5&0 lsq. (Garbage Grinder( r ) i Other Type of Building No. f Persons Showers( ) Cafeteria( ) Ir Other Fixtures Design Flow(min.required) t/Y o gpd Design flow provided god Plan Date �C I�'o l 1, Number of sheets Revision Date o� )o Title,31ap-� ��-PJrw G �Q S 11e;.N1 L�A f QJ Y. l'n AA- rstz r)S j1, [,m 0 Size of Se tic Tank >St7D/f at9 ilia i o a"6 to ryp a� ��•� x����3® p m a e of S.A.S.�.�) Sixsa�P Z�ab G��c7 Description of Soil Nature of Repairs or Alterations(Answer when applicable) if 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 Environmen a and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healt e Date Application Approved by Date Application Disapproved by Date for the following reasons dived 2 d Permit No. �— 029 ate Issued ------------------------------- ----- -- No. 7-OLo 0 2-9 Fee � -T a THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Mis al 6pstpm Const urtion VPrmit Permission is hereby granted to Construct(I VP R -) Upo de( . Ahandoa4—)- System located at 57 A Q!9 r t 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 pe Date I JZ -D 'y f("d 4�J C, 2 Approved by e . ZK No. Z0Z0 o q 7 1 Fee 7 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Y—��/ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es 01pplication for MispoBal 6pstem Construction 3permit ti Application for a Permit to Construct(./� Repair( ) Upgrade( ). Abandon( ) Complete System ❑Individual Components Location Address or Lot No. / 15 J3pcj Re) Owner's Name,Address,and Tel.No.�b�.�(�© 4 3 r1 Assessor's Map/Parcel y!S IL . �d ck@,� + ,/S Installer's Name,Address,and Tel.No.3 pg Designer's Name,Address,and 1e1.No. 0or 6icy �vns4 rc�4�' ,, c I?0.(aax jvt/ 435P .99 r a�, Uri u - 4D IA4 fjA. _ . r�C �a n A r'�a r--1'A Type of Building: 1 - I . J DwellingNo.of Bedrooms Lot ize u S SC r A) P e 1 ; S S�0 sq.ft Garbage Grinder( ) lC Other Type of Building No.of Persons Showers( ) Cafeteria( ) r Other Fixtures Design Flow(min.required) y V42 gpd Design flow provided gpd Plan Date O 1 5, 1 Number of sheets / Revision Date u Title,31a " �, t Q�ar✓Vl - Ad, i!) I��i't���r,c�ll/,_(J��t � Size of Septic Tank l Sr1D l f ry! ,t a *';Type of S.A.S.[��1 , �4 �n�_{vr �4 33.5 A/a,$a3 Description of Soil y�J - 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.,/ } Signe 1' //`!/-aG ...: ,�.�- �,,. �_., Date f Application Approved by// Date Application Disapproved by 4VDate 41 for the following reasons l v Permit No.?j��� q Date Issued -2 THE COMMONWEALTH OF'MASSACHUSETTS 4 BARNSTABLE,MASSACHUSETTS Certificate of Compftance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed 4 ) Repaired:(;- Upgraded- ---)_ Abandoned( )by 1n���,t i� �C���rf r at 1 P' (,c ,) . a'`'�i, �: r,�G M P has been constructed in accordance J with the provisions of Title 5 and the for Disposal System Construction Permit No� q dated Installer oy,r �L t t ��o�y���ard n„ —Tie Designer 1-2 i #bedrooms Approved design flow !/_�0 gpd The issuance of this permit sh ll not Pe as a guarantee that the system will f in`4fon as de igned. Date Inspector No. 70,7 O — d 2.01 Fee o yv w THE COMMONWEALTH OF MASSACHUSETTS } PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misp aY *pstem Construction permit Permission is hereby granted to Construct Repair_( ) Upgrade( ) Abandon,(--) System located at /15 �,��" �. IkIf �/7 A I"'{, r 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. i r Provided:Construction must be completed within three years of the date of this perm' . Date I bu � t) Approved by t% V Town of Barnstable Regulatory Services Richard V. Scali, Interim Director snarrsrnetE, :� ' MASS. Public Health Division 16,1 Eo rua�. Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer.Certification Form Date: 3/18/20 Sewage Permit# p -J Assessor's Map\Parcel 45/16-5 Designer: BSC Group, Inc. Installer: Bortolotti construction Address: 349 Route 28, Unit D Address: 45 Industry Road West Yarmouth, MA 02673 Marstons Mills, MA 02648 On Bortolotti Construction was issued a permit to install a (date) (installer) septic system at 115 Bog Road, ,Mar.stoiis Mills based on a design drawn by (address) BSC Group, Inc. dated January 30, 2020 (designer) x _ 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. 1 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. I certify that the system referenced above was constructed i liance with the terms oft approval letters (if applicable) 1HOFMgssgC g BRIAN G. �. YER ATIAN / (Instal ignature) CIVIL � No.46206 vk- ' •09 '9�41STEP�O��'�Q signer s:l tune (Affix-De p Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD.ARE RECEIVED BY THEBARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. .. Q:\Septic\Designer Certification Form Rev 8-14-13.doc j I S 3 6 --77- 77n- 1 I ! 4" CON It 12!12 42:12 ,x� # { I p °cam° # t s•xu ..��: It:It ...........J t�L t ROOF PLAN MAIN LEVEL FRAMING FOUNDA au ncaa.�suu�as'o>w�t�cn rs�mass�ea°ac tama�ratan DnQew� �a . sioll >,_fm x V A { 'b 9/ ! 1 LIVING ---------------- f • 7 Jl7Q� 3 ! j eATM - s 4 L._._..... •,••�' .... ...•. # WQO OVERIEAO DOOM t i f No.----------- ---- Fee- BOARD OF HEALTH AerCsJM-'I TOWN OF BARNSTABLE iicati nArIvetr conotruct ion i9ermit lis , �,; App ication is hereby made�or a permit to Construct ( ), Alter ( ), or Regair� )an indivi uaI Well at: Location — Address Assessors Map and Parcel - - - -- ----- -- - - - ---- Own9er Address Installer — Driller Address Type of Building Dwelling ------------- -- ----------- Other - Type of Building----------- - No. of Persons------------------------------- Type of Well-- ----:---------- --- Capacity---- — - --—----- — Purpose of Well-----���``—'�� s-----�L'ik,�p--- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Signed °" -- ------- — -- 47 �' � /---- r date Application Approved By -��"=-----— -' t"r - date Application Disapproved for the following reasons: ------— - - —- --- - --- --- 9 date Permit No. u --- Issued---6-- -3---- dare-- -- _--_ BOARD OF HEALTH TOWN OF BARNSTABLE C ertif icatP®f COMPhance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) -- at- ; -- _ e' --L� -1 ------- -------- -- - - -- --- ------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No.` Dated—��-� ---- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL ,FUNCTION SATISFACTORY. DATE------- Inspector—VD---------------------- —----—--- I as p TO S---- j (-,/------------- NO.W;"-�-U ^0 0 t u t �k l/�2 Fee_--_ 1. BOARD OF HEALTH r- TOWN OF BARNSTABLE' � V oU Zppluatt nJorWell (Congtruction3oernut :{ I(. Za... Application is hereby.made,:or a permit to Construct( ), Alter ( ), or Repair ( )an individual Well at: -� - ' ' __ ems -' --- -- ` S - CI(0 -- Location -•Address Assessors Map and arcel Owner — —Address A ------------------------------------- - --- Installer — Driller '" Address Type of Building ..h Dwelling- � — — ----- - Other - Type of Building-------------- - No. of Persons------------------------- Type of We11= —_»_ -------- Capacity--- - - --—--- - --- Purpose of Well -¢�-''-- Agreement: ' The undersigned agrees to install the"aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to `place.the well in operation until a Certificate .of Compliance has been issued by the Board of Health. J Signed'" 6' h17/l�Y�-- date r Application Approved By ---- -— !/ dat 0 Cf - Application Disapproved for the following reasons: ---------- - - ------ -- ---- , 14 _ date Permit No. «�Ut?i -'fl .0 —__— Issued Imo+ --2 -V ------ ---- - - - 1 date' BOARD OF HEALTH ,.. TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( )`; or RepFaired'( ) Installer at- Yr' _--__---------------------- ----- — -- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No.LP!�=�=A'-%ated—A ---- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. l DATE � �. Inspector—� fi ------- BOARD -----_ ---- OF HEALTH 4 x" TOWN OF BARNSTABLE _...._ ����'�" well �Con�truction�ermit No.W -�0 L=cao Fee Permission is hereby granted�• ^.�-,� � to Construct ( ), Alter ( ), or Repair ( ) an Individual Well at: No. Lyn. _- ---—_—_---— ------- Street as shown on the application for a Well Construction Permit No.-- ,n��rl, --_— Dated _'�Ej ---- --------------------- _ _�__ ' V/Z 5_------------------- - Board of Health DATE 1.2 31)! -- C , 1717 Town of Barnstable P# 1 Department of Health,Safety,and Environmental Services Public Health Division Date , 367 Main Street,I lyannis MA 02601 RAWMeetE Date Scheduled Time i' ,:' Fee Pd. ED�A1K , - Soil Suitability Assessment fog Se e Dispo c Performed By: x Witnessed By: LOCATION & GENERAL INFORMATION Location Address Owner's Name ' //.S' ;tea� f'�. Address GV Assessor's Map/Parcel: Y S Engineer's Name l c.J<—_G<; p_e NEW CONSTRUCTION 6�' REPAIR Telephone# Land Use 1d tv��_Q�MM� �� Slopes(%) Surface Stones IV ' Distances from: Open Water Body ft Possible Wet Area ISO ft Drinking Water Well N ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) n, 3 0 J Parent material(geologic) , Depth to Bedrock tV Depth to Groundwater: Standing Water in Ilole: 1V Weeping from Pit Face Estimated Seasonal High Groundwater t�J 6ET.ERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well N Reading Date:_ Index Well level. Adj.factor Adj.Groundwater Level_ PERCOLATION TEST D9t,7J1X07Time,0 30 Observation Hole N 1 Time at 9" Depth of Perc 'rime at 6" Start Pre-soak Time C Time(9"-6") End Pre-soak Rate Min./inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back Copy: Applicant DEEP OBSERVATION:HOLE LOG Hole# Depth from a Soil horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % p ��`' � del. 5� zo sy/j• DEEP':OBSERVATION HOLE LOG " .''Hole# - Depth from I Soil Horizon I Soil Texture I Soil Color` Soil Other Surface(in.) (USDA) Nurse!!) Mottling (Structme,Stones,Boulderes. -Consistencv.° Gravel) ,(�s, 2, s DEEP:OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes. % DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,noulderes. % t� Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes r boundary No Yes Within 500 year o ry 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? If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature o Date ��� . � l�dM�...y �%v�aj1' -�,- -��t�ive f°� (-'�%+�,`'� .S�%�ze ���j�j� / -'� � • ••T { A A A arc hi is PITC TdMAROS PER FOO DOORS T +lxwKh Hm1d 0eJ♦Tcn d01a1 I 1 1z.t1 • 4- CONCRETE GARAGE SLAB i 1»wwesPATH ON DUDE W/10 MIL VAPOR BARRIER ' SOI IUVARWO00l MASSOZHLSGARAGE R OTHER FILLED rO1NDARONS: ' � 1 S" w/1O�y top•BOTTOM OAK REST EOA/OAnON ON 10'MIO'STRIP rooTWa 1<NSO9�d2.E<y7 1 PROVIDE 1pp J=L BARS CONT.01 STRIP 1211 �I 12 r00TIN0 w/KEYWAY. bl ISl176D.2BW 1m IM 760-mat I 1 WI �S L B AM 1 PROVIDE 5/0•%IQ'ANCHOR � _�.._ b M1 BUARCKOECN.COM FFF M BatS a/--0.O.C.MAX. YAWTAR AB•WWY M t�l _ 31I5:11 FOOTING COVERAGE 1 BAC1P W/CI 11{I CWWdA ACTED N1 THE a �1, Ga1 I I CROOK I . , 12 G R �8PD�`,z fbdtbViXB g y'� — RESIDENCE 1111 i I ; I I , � ._— =_=a — __� . _- 3�_ ���_��.��—+-•--- "M`ON � B O G bi aW;A&I 7QYyLTM#BpTBOOS ROAD +' LAN LgM MN S ROOF PLAN MAIN� LEVEL�RFRJOISTS 0IAMING FOUNDATION ALL FLOOR JMSTSN µITlK Y 55A6aaSt KF �2cfw PROJECT/190519 AHY G W .y��ypMry I1W9 i Al n1g1G 116 Al1DIR01[Y M MCN161.RCG1B SCIR IISSPOdmfIY GI MT m SY Olr MM�6R w6 M tu�IEt MO DWrMACIQI. M QAi A.W�1A®41iU A/10.W10 PO®1 a A A ,5 •5 'g iw��Oda.�`w�mrwacla'�' ".«4. — 07.— nKa awa.snwr n u�� �NPO�r'�m�oivari.rm.aoan ._, A9•an.r sr a'mgowcmr¢r. RECtMAnON F 2 CAR GARAGE PROVTYPEIDE 1 LAYERS S/a• LASD�SPE ON 1/1•GOLDBOOT RESRIEN7 BY /1 B l Po NRRQtC CHANNELS o COLM t >r BEDROOM 7 "L DOOR OPENERS SHALL BE MOUNTED EA9 R p+0 5p DO - - ON RESKIENT MOUNts - .- l' 30 3/Xt 7 "L PfiC7i Sub I/IrPER FTREVISIONS ` TOWARDS BOORS \�I GATE: REVISIONS LIVING � O PRovwE T uYOT s/B' B J �` TYPE x FmE000E f A9 O COHNE l: LA R WALE THMR-3 Tom_ YFIBERG7 RU ASINSULATED �O BATH 1Salm Ioa IE R A i y I i DATE '- t a(� OVERHEAD I i MwaG o DOOR � 9080 oYv+lano Doer APRON j} ON DE 30ZKID NEAR ABOVE XINDOW I- - ^dam 7_. l7�—. J7� su+c Ip•-t=o" A A A A l a • a 5 UNLESS OTTIERWTSE NOT11. SHEET N0. ROOF FRAMING MAIN LEVEL PLAN GAR AGE LEVEL PLAN 1� TOTAL NUMBER OF SHEETS , ALL RAFTERS SHALL BE 1K10 0 1P D.C.UNLESS NOTED OTIIEmsE IN SET: Koro AI,�Tp1�RQ �1pHp(G��q�LLL�� m�inAtAnemll�a N°�ewe R�ii e��lu eta NeiM�s�slRain a°�T a 10 �ttici� 1 t phi is 111AI-erxr3T9Nr 1 __hunch MlxkFdmlprwn G,#I_s PROVIDE RIDGE STRAPS O EVERY RAFTER tOWHYARb01011 I Sol V*-Xlo•LVL RIDGE SEAM Cp/fNUW4 NOCE YfJ7i =1�i �! — — hUSLtd4R0A D7LM 7 G•4 ASPHALT ROOF 9ONCLES 101 Im 34-am ISM rm-7'mD 30,3/1•XII 71W L,A. t]-iJ 1-tt_U.i tXa/ixto —il RLOSA -0PL ST 2 SAYS ATTIC \ .i- (f L .Jt II) I ,• •,zl _ �t_,,�_.._ www.atAWan[ctxcou 0 4 RQC 9.79 Lam'• III 11"..CLT.1 2Xf0 RAFTERS 1 L�LC.t t 4\ u._.— 0— ,-i->- 1L,, {I-'J I L. T%4 DOOR/YANDOW TROT — ! ..�—i'TI'1_—. . 9_I mac_ . r� ®- —„✓.._'�-�iT_. S / G.4 .'� L[I:rn r._ci ,.L+ ly,.. 1%S�FRI V \\\ -r-+= t t(( I T-L: r_T 14,7 TLI1 fl' IX• S A FM,-I'- .� 'PROVIDE PLATE UPLFT STRAPS / ` l,�tl ZL.l• i _ 1 ,a 1- ALl1Y.CUTTER = ' ,TIE. THE k HEADER UPl F'i STRAPS I rn7 SHNOLES J Z T LI L 1. AROUNDREO RICO�OPERMC'J �5 7 t 1, i!11 IXS/1Xe CORNER SOAJros � I•il �•',I= � �zl'.4-L�1 i1 AS REOWRED, I 7 CROOK LIVING AREA (I L• 2u2 2u2 �ii,L.l .'4� zaa2 zsa2 '2`u2 _ } �..I `.I. I LANDSCAPE STEPS / 4 u+L . I RESIDENCE t ? )) ii 1. 2'WSTONC A2EK 911 , 1 i � i= OY ON1Uts 4t�T tl uJT ,' ul I is __1._..__....:t_�, - �� n t}C F_ S,+t, � f- -L TI»� ..- -__._____-_._ — `"_`Il ,,I _. L__.-� R.9•ENOINEEREO FLOOR JOISTS _ 7ry.Y,;7(? <T'.1,' .4-(Ll 1 r.l 1 T�i I ILi't I ',I _— �..". �' '�'---- -� - 1 1 5 VRb%49 T- J �13 BOG 1 I I rI Ar4' i'E S1 {I L.1(L.11 It II OLD nasr 2 eArs 1 u}' LIT — I-- 7 4 ,.fir ' r ; ROAD 1)Sll DOOR OPENERS 91Au BE MOUNTED L i.:,r;r .T ,,t .Y 1�: T i'T-T.' i. c t.._'L...LJ 0 4-O.O.0 MAX,rYP. L - J.. ON RE9uENr MOUNTS. I C,GILI 1,� .' CRI TI.,4T�C. f, "�- PROVIDE 2 LAYERS S/S• fa 1 r(1.1' ------ ALL IIEW WAILS 9iALL S SHEATHED TYPE•X•FIRECOOE GM I I." I} 1. IT 1 E SHEETS OF I PLYNDOD ON 1//22 GOLDSOND RESUUENT b,Ot J 1 - Tt -i 0000 OVERHEAD DOORS— TABLES &11 Of HE Vlftu TABLES IO NRPIHO GIANNEIS O WUI4U J'I' I � �, 7AN _ A� L�QN S e n or na pFcu r i��b rxi f /` r,C A 2 CAR GARAGE THERMATRUINSULATED Ii, aI PROVIDE I LAYER S rem DOOR `I +(FOECCOE 1 S V !i rl 12 ocaui[cna+s W/uvwc�AfF 6 1' _---------- �LOWCR 111'EL—__GA PITCH SLAD I1 PER FT PROJECT III 150919 '°W�050°°� RIGHT ELEVATION FRONT ELEVATION ©ate m.m.m_► ,R mrAom Ae au v�oz�wnsmons mvz ro ,m„Qa o 4xN61LRm -- '�v����n r�tv�a�nei m®o-sw•ia I_I,Oi_I V px ITY Glt MM�,L'A�C n•S AN_YM qt N i 1® Iq TOoxM4i a ObO9Y1_tY, Y Odin NIA taMl{Of•WOIp A4�N�Yt fT C,Sb_tIKO IIT. CONTINUOUS RIDGE VENT REGISTRATION ASPHALT ROOF SHOWS �(( txylerto IJ I I` ._ i—"--` II.7:Gy IxS SRTTTr] - �y..��..._f._. �J. f /1:1 I I.11 1(, 1 IXR FASCLA _ IXIO FRIEZE - t I REVISIONS SEAMlF55 ALUM.CUR I ER T T}' 1_. ,.L 'T 1 it 111[7 DATE: REVISIONS: IJ ! I -E 4Y1 ,` `' IX4 OOOR/101roOW TRIM L11 )7'C('t tTt Lylt 1lf,[ 11 1 Y ij C NC SHIMOLES - J. 11 C- r..L •4'r i J5 lF tl,r y' rrT�1 t' ll try, Tr i. ( 1 1 II an t i.r 1S�IT'I 'II 2U2 2442 2442 y4 1%S/IXB CORNER BOAR14 �rr I,IjL�L.I. IIF �5T ;II'11 Y 1.I.tIJ l 11.1�. ,: I_rI 7•HISTORIC AZEX SOL T t l ItV r Itl lnli __-___-_- 'TC- rt� '•� -- 1TL+ `Y L . L- Ilri uN1+.6E�EL-�+- I T T I U1 1-i• 1 JL.1 TJ....LLIt ---__' I I:I ' �'Z.;-1 _ 7 4!_I1 I 1 t'"'••_ _.._. � fI F i ISSUEO FOR: �l-� 1,'TILL ll.l�,yLI t DATE REAR ELEVATION ?� ': ',"T ^'E�T�IT�..."11L� PROJECT Trlln,tlt �I•D�4��__�__.._ _L91LEH 4EYU. D 1 a • e LEFT ELEVATION UNLESSOTI/ERN1 NQ,iD. SHEET NO. G.2 TOTAL NUMBER OF SHEETS N S.T. L ASPHALT ROOF SHINS ✓ 1 K3 ml,PiD. ASPHALT ROOF SIINCLE$- 1S/fE1T PAPER - (PITOIES VARY) 1X6 TRIM. TO.-- 3/8•m=a I'�j/j/� archi is 1%{ ASPHALT MDCC CAP 2eO RAFTER m V L. Afro wrA.'t(c'sT�Ifn( ,XtO ROLL YpNt _---------�\G SIYPSOM NZS BLOC RAFTER/1E010'ac. •.,J" - I }, t'1 ( NaNleck iteb Ow¢all tWAn RIDGE BOARD � / ((SmUC1U SAES 1X4 FASOA 7X6O160.G lER➢10T3 .I.•• . • LNAY VAR I ASMGALT ROOF SHINGLES IXB FASMA— �� 1X8 FASCIA,PTO. ( I N H. IS/rELT PAPER r3EAYlE.53 ALUM. S/e'(A%PIYV•V00 1%B SORIT �,.. CI1TflJi _- __ Id(7D6J]6i.O8m RAFTER VENT W/VENT l_ t I1TLO.27W 1%10 FMEIE BFm. � 1)B SCFnT,PTO. 1 tm ISCTy TRY'um TV.WALL NOTf.S 1X SmAPMNG O 16'O.0 �- �• W MARGIDFGLCOY 1/2'CKP.BOARD CEAD10 r� IX5.1X6 CORNER ORDS. 2.10 RAFTERS-- ,' � -�•—��-=•— WALL NOTES ..� iu W.C.SHINGLE l R-36 FOOLS INSULATION RODGE OF SIZEPITCHES AVA VARY ROOF PITCHES MAY VARY C' y ALL trtW TROd TO YAlp1 EJOSTgi0. �T �T~ THE CROOK TYP. RAKE DETAIL O RIDGE VENT DETAIL ® SHED ROOF O TYPICAL EAVE RESIDENCE ,'p••a H/Y.,'-I• IWX N/i'- -w Y.rNL,-I/X'.1'-0• RNI,-,ji-.,'-V SHOP P$LD]16•FTLLET 115 BOG ROAD r NISN FLOOR r,R'i`•p t VY' . OTAO SUBROOfl e J/.-1�-X,2- MA T NS [0!NAILED 4 REAM SIZES VARY •,�:--° �,,m M 2X PADDING SIDING(SEE CLVS)— x -TYYEX'HOUS[NAM PROJECT/1SOSI9 •— ti( "'� •'�}/, TOP Or FOI"ATO" 1/2'COX PLYWOOD •) Om�m•wwRCIK rc m[anlm rD T r T J//'BASE 2"O IB'aC � �•<I �wl�e�,m n isr�,m� J L,!! R-21 FOOLS ONSIA.. ' s 'Iwnle,anc b rem swA 1 , �Y 1mYIIC n•r.®�Nrl a mev�mr t 1'LEVELING •x�r io,ur Nrtma wrn01 •\ ` 2 NIL POLY VAPOR RETARDER � � •c - •: J'T 1/2'GYP.BOARD ,� ro�iw ii.P'A%mv eea� ' ASPM�50;AlL MREAO acD REdS'TRAT101N {}; J//'XI-0 W/Ix STRAPPING DOUBLE NUT Iq WASHER Tm x•cue : i OTYP. EXTERIOR WALL z I-vr-r-v O JOIST TO STEEL CONNECTION TYP. BASE PLATE DETAILS 5 ATE: Ii£NSIONS: 10 NIL POLY �,� "iv 7wrio.m +'On CppRp p� TYPICAL WALL NOTES VAPOR RETARDERTYPICAL WALL NOTES VAPOR RETARDER TYPICAL WALL NOTES w 20 RCBAq I DOOR IOCAl10N 6'COMPACTED FqE S/B'p,Au.12�OALV.ANg1OR e'COMPACTED FLLL ��1 6'APflONd R0 10 1 SIB'OIAu.12'CALK ANCHOR BOLT O 32'D.C. OPEN .=•-K ISSUED FOR: }-OMALE DOOR BOLT O J2'O.C.O.0 "'K DBL 2XG P.T, 4'CONE SLAB y DATE: CON Td 1 1 1 1/2•X, DDL 2XB P.T.9 4' E SUB W/5R1 SEALER I _ 1 OAIV. W/AN(LE Y/j4 SILL SCALER H.T.S. 1 1 ANCHORS 200 KEBABS CONr, r ii L 1 1 D.C.MAX 20/5 REBMS,CONT. F.O.T. I I {T SI - I I F1MSN GLADE,FILL Q TAMP �� O (di 1`/FT SLOPE.5¢MOI/ND (l TJ RIII ASf .� 1'RT.SAWS S AROUt1D I4 FOUND ON. 4 - L r _ iOUNDAADON. R-SD FIBERGLASS INSULATION ,. M A 0J ICL HOCK POWD s \�/• 1\,. ���•����. PRQA=iCALTL /Y6PMsr3av I Oft 2X8 P.T.SILL 2A KEYWA snl SEALER TYPCAL N00% /S BARS O 32 O.C. ti ,,'DiI. •TM ( ��;{�.'1' .,TP''#'rTk '..� 5 br 4f o I z ♦ e 2X/KEYWAY '. _ 2pp CONnNIMS BARS TOP• 2 0/S RL�ARS,GGNT. 2XA KEYWAY A I i(r' ' DOT.AND MOUND ALL OPENINGS UNLESS OTHERWISE NOTED. 6'COMP.FlLL � U p#4.'TU � Jo/S CONT.BAR I�) d{ p � •/.y a t yylIyyyy t' A M 1 30/O CONT.BARS— le ':�'r'F.Xd.1Ni�' Y -,�'' d i l d.�Ill i• r .F Y" b I ., L. - b D . T SHEE NEI • hr.ii• 7r �qy n'+- �tlrl .L,. } I " .. o ' r epr.of FDaTwG - ..•°gj. 6/e'aAN.12-cALK ANCHOR I L M.1 t q F d I 7S I BQT.Oi FOO1W0 ,`•LQ 1'TI,! { :1•,' ♦BELOW DOLT O!'-O'O.0 G� . TELDW aADE,�RF SA It •,F 1A I O WIIutW. TF T+ ;1 I -Y- DAYPAOOFINO ,� M _•y ' 'slIf,EN• p `T ,f y'�ll�... �e.�1 '"III g♦Y�+f^d1{*:L. r y`.,ids ._1V_...� TOTAL NUIN MBER SHEETS GARAGE APRON DETAIL O GARAGE SILL DETAIL O GARAGE SILL DETAIL TYPICAL SILL DETAIL A 1 IF 9r IF,-,/Y-P-tl' 9 ,cN%,-,/'+'-,••d BCNF,-Ipr-r-/' -1 am ( TABLE 2.GENERAL NAILING SCHEDULE JOINT DESCRIPTION NUMBER OF CONCRETE OF OVER CONCRE OR MASONRY BLOCK FOUNpAT10N COMMON MAILS Box NAILS NAIL SPACING Outside Elevation Side Elevation ROOF FRAMING BLOCKING TO RAFTER(r NATt17 Extent of header(hNO braced wall segments) Min. lb RIM BOARD TO RAFTER(.Fm-NAtFD> 2-l8o 3-160 EACH —Extent ofheader(onebracedwallsegment) tension Big, ar:ehi tS WALL.FRAMING Pony _ SUep shall be Bfo aklL7FfNa'(' TOP PLATES AT INTERSECTIONS(FACE-NARED) 4-16D 5-I60 AT J%OHS wall // bottocentem of STUD TO SAID FACE N D 2-16OD 2-IBD 74 O.C. / 130tIOm Of , HEADER to NEA�ER`FAc�EEaN1Eo) Too ao +B o.C.ALONG EDGES height, header. I ~� FLOOR OAAMI40 JOIST TO ALL TOP PU1L OR (TOE-NAILED) 4-so 4-1 GO PER JOIST Min.3"x 11-114"net header Sheathing .99 WOe1ET PATH BLOCKING TD JOIST OE-AIMED 2-aD 2-IOD EACH DID filler d needed SOUTH TAt%0U111 BLOCKING ro SILL TOP V. TTOE NAtLo 3-160 .-160 EACH BLOCK L BLOCKING G OP to M OR GROW(rEcE-rw�ED) ]-Ise ._Tfio EACH+Dlsr MAtvngenao2w. Jdsr oN LEOOOR ro �rnE-NAILED) 3-e0 3-1Do PER joist 12' Header shall be Top plate 18d sinker RANT JOLT TO JOIST @(EE4NyO- Ntn) r+eD 4-lee PER JOIST ) fastened to the continuity is nails in 2 rows WIM 3L2-0881 BAND JOIST TO SILL OR TOP PLAT[(TOE-HARED) 2-160 J-I60 PER FOOT Max.M ROOF SEAIHBW total - king stud with re R602 per (�3"o.c. (W NI.� wall 6-160 sinker nails R602.3.2 Itp(Sall 260 SBOD WOOD SMUCTURAL PAtims height Wood Structural RAFTERS ors TRUSSES so UP r0 1g D.C. eD OD s EWE/s;FIELD wwwmA2JG[cn,�A RAFTERS OR TRUSSES SP Up 1s a. so lac 4-EDGE/4_FIDE ( h19 Minimum 1000 It,header-to- panel must be CAR DNOWALL RA*OR M%TRUSS�O GABLE OVERHANG ao ;OD a'EDGE/6•FIELD m Jack-stud strap shall be centered continuous from GABLE DIowALL RAKE OR RAKL'RUSS /STRUCTIAUL OUR.00KERS 6D NOD 6'EEC£f 0•iIELO GABLC EIWWALL RAKE OR RAKE TRUSS /LooKaur DtDCKs m i W 4'ERCE/4 nELD 10, at bottom of header and installed _ lop of wall to COMING stEAnlINc Max. on backside as shown on bottom of wall, GYPSUM WALLBOARD sO cWLEas - T FOIE/t9•FIELD height Q side elevation or from top of GAPS.M WALLBO Y to 18'(finished width) wall to permitted THE 0 splice area WOOD STRUCTURAL PANELS Bntinu wall line ping CROOK STUDS SPACED UP ro 24•D.C. eo 100 s-EDGE/12-FIELD Min.number Of continuous sheathing Full-length 1/2•AND 25/32•FIREOARD PAINUS 801 - 3•EDGE/1F FIELD studs shown king studs RESIDENCE RO No.of Jack etude� 1/2'GYPSUM WALLBOARD sD COOLERS - r EocE/16'FIE1D Fulklength per tableR502.5(1&2) ( 3/8"min. FLOOR SHEATHINGI kin stud structural wood WOOD STRUCTURAL PANELS I ( Sheathing ngpanel BOG t-OR LESS aD t00 6•EDGE/12-F7ETD 2 Anchor bolls per R403.1.6 required Foundation per coda Not to stela ROAD N»uTdt THAN r lw Ifio a•EDGE/a-FIELD P 1CORROSON RESISTANT it GAGE RWNIC NAILS AND 16 MACE STAPLES ARE PERMITTED.CHECK leiC FOR ADDITIONAL REOUIREMEII7S r NAR5-UNLESS OTHERWISE STATED,512E5 GIVEN FOR NAILS ARE COMMON WIRE STIES, BOX AND PNEUMATIC NAILS OF EWIVALENI MA SANS DIAMETER AND EQUAL OR GREATER LENGTH 10 THE SPECIFIED COMMON NAILS MAY BE SUBL71tUTED UNLESS OTHERWISE PROHIBITED. n(studs and Bills)t t0 heed@(Wilk Bd common nails In 3-in.gdd pattern 86 shown and 3 In.O.G.In all framing M SE (studs end sills)tyP. .TABLE TAKEN FROM: AMERICAN FOREST @ PAPER A$$OCJATION ALEICAN WOOD COUNCIL 110. ^ GUIDE 10 WOOD cG smucna+IN MGM W ND AREAS,110 MPH EXPOSURE B WIND ZONE. ✓For B panel splice(If needed),panel edges shall occur over and be nailed to common blocking and occur TABLE 2.GENERAL HARING SCHEDULE within the middle 24 in.of wall height.One row of 3 in.O.C.nailing is required at each panel edge. - n Min.length based on 6:1 height-lo-width ratio.For example:16 in,Tin.for 8 fL height PROJECT/150519 `me n4.0 mnrc Ka..a.nP TABLE S.7Tm,PLATE SPLICE Au a•tr o.W.a..mm.ta mvs N"v .�atm Dam a tumor® BUAIDWC DWENSON OF WALL CONTAINING TOP PLATE SPUCE FT, .4W Its n•ro m.w tK O Ttt YptRCtL K tq 1Yf tip®pYl SPLICE L�NGTN 12[IS 12024 2e 3I 36 40 50 60 70 60 Nnoa �omm.>a (FT NUMBER OF ISO COMMON NAILS PER EACH SIDE OF r r�i1m�W' 2 ♦ 6 8 8 NP NP iLw NP NP NP MP NP tIQ run A4 MITI m tW t® ♦ 4 e 7 8 10 12 it IB NP NP NP NP gypy jMm�N�A 6 4 s 7 a 10 112 114 116 20 124 1 NP I NP .V 1GAA1 QT p SOWWAIPr 1>R e 4 1 8 1 7 1 8 110 112 114 116 120 124 128 132 NP-HOT PERMITTED REGISTRATION •TABLE TAKEN FROM: AMERICAN FOREST @ PAPER ASSOCIATION AMERICAN WOOD COUNCIL.110 CLIME M WOOD COP43MCTIOI IN HIGH WINO AREAS. 110 MPH EXPOSURE a WAND ZONE TABLE 9.WALL OPENINOS-HEADERS IN LOADKMING WALLS @ NON-LOADBEARINO WALLS TABLE 6.TOP MATE SPLICE flEOUIREMENrS AT EACH END OF HEADER TAME IL WALL CONNECTIONS FOR ENDwALL ASSEMBLIES HEADER SPAN(rT.) MIMMUSIZEEADER NUMBER OF UPLFT(L8.)LATERAL(LB.) WALL HEIGHT fr. .. FULL-HOGn STUDS ••��•�� HEADERS IN LOADBEARWG WAILS SPACING UPLIFT B TO 12 14 IS IB 20 3 2-1X4 1 277 1]2 (�') PUTS-TO-S7U0-N0.OF 160 COMMON NAILS- [NDNARED � - N)!)5 12.O.0 1 127 2 2 2 2 2 2 2 AtE REVISIONS: 3 2-2X4 2 416 198 18'O. I6D 1 21 2 2 1 2 2 2 ♦ 2-2X4 2 554 264 24.O.0 253 2 21 2 J 1 3 J 4 5 2-20 3 8 3O 3 6 2-2U(6 3 e313/ 39a TABLE TAKEN FROM-AMERICAN FOREST @PAPER 0SSOCA710N AMERICAN WOOD COUNCIL.110 7 2-2)r8 3 970 462 0E WOW CON HIGH CONSTRUCTION IN HI WIND AREAS, FRAMING NOTES: CLIME its MPH ExPosm a WIND ZONE. 8 2-2%IZ ] 1,I08 528 1. ALL FRAMING LUMBER SHALL BE HEM-F01 GRADE NO.2 OR S.P.F.(SPRUCE-PUCE-AIR)GRADE N0.1 AND 1 TABLE 0.WALL CONNECTIONS FOR ENOWALL ASSEMBLIES 9 3-2%t0 3 1,247 594 OR APPROVED EQUAL(UNLESS OTHERWISE SPECIFIED)AND SHALL MEET THE REOUat01ENTS OF THE -.- "`: Anruou N FuWSI AND PAPER ASSOCIATIC.TIE MINIMUM ALLOWABLE SENDING SIRES:(Fb)SHALL 19 3-2%12 4 1.385 680 ISSUED FOR. BE 1030 P.S.I.THE 411DWM ALLOWABLE COMPRESSION STRESS(Fe)SHALL BE 100 P.S.I.THE WIIWM 11 4-ZX70 4 1,524 726 ALLOWABLE MODULUS OF EIASTICIY IE)SHAM BE 1,400.0W P,SJ. DATE HEADERS IN NON-LOADBEARIND WALLS AND WINDOW SILL PLATES 2, ALL Lvt:s TO 13E east CASCADE OR t-LEVEL NEYEHAuSER VERSA-LAW SUDWEI OR APPROVED EQUAL 2 1-1X1 M t 90 132 THE 4WWUM ALLOWABLE AM INGPSL STRESS RODE MULL BE]T00 PSI.ALL CC POSTS TO BE VEHSAWd 1H WINI FELUM 1.8E PATIAWIY PSG ST APPROVED EOUAHALL B IALL3100 LW*SP.S.L A LVL POSTS O B THE 3 1-2X4 M 2. 90 To$ MANUFACTURER'S INSTRUCROfM 4 1-2X4(FLAT) 2 120 204 3 USE 3/4-TONGUE VINO GROOVE STRUCTURAL GRADE FIR PLYWOOD FLOOR SHEATHING 5/e-EXTERIOR 5 1-2X4(FLAT) 3 150 330 STRUCTURAL GRADE FIR(CO.X.)PLYWOOD ROOF SHEATH NG,AND 1/2-EXTERIOR STRUCTURAL GRADE FIR(GD.X,)AT WALLS..ALL JOINTS SHALL LIE BLOCKED WTH LUMBER OR.OTHER APPROVED SUPPORTS. ? 6 1-2X6 FLA 3 ISO 396 4. PROVIDE SOLID BLOCKING BETWEEN FLOOR JOISTS AIW/OR BOVINE ALL JCISM LWDER EACH PROJECT 7' 1_2X8(MT) 3 210 402 PARIMOIL STA1n Ip'.Yd 8 1-2X0(FLAT) 3 240 520 S USE FULLY NAILED METAL CONNECTORS(TECO,SDI•SOK OR EQUAL),JOIST.OR BEAM HANQ'RS WHEN 8 MT) 7 270 594 JOISTS OR REAMS FRAME INTO OTHER JOISTS OR BEAMS PROVIDE METAL POST CAPS AND BAYS FOR ALL POSTS a 10 2-2%6(Mr) 4 3W fiGG 6, FOR LVL BEAMS OR HEADERS PROVIDE SOW 4x4 LWL MINIMUM MINOM POST SUPPORTS FOR AND UNLESS OTI(ERW15E NOTED. 11 2-2X5(MT) .4 330 728 SOLID 4X8 Gt Us LVL MINWUM POSTS FOR IRVUC BEAMS OR I-W=OR AS OTHERWISE SPECIFIED 12 2-2X8(FLAT) 5 360 1 792 09 THE PIN, SHEET NO, IFOI HMI-LOADING NARD10 WALLS!ND Wtuo"SILL R.AliS. 7, ALL PLYWOOD FLOOR SHEATHING SHALL BE MIMED TO SUPPORTING WOW FRAMING MEMBERS USING �C. .4" 2-2X4(FLAT)CAN BE SUBSTITUTEDroa t-7%B(FLAT) AMERICAN PLYWOOD ASSOCIA1ON(A.PIL)ULML4 FLVUK 37MVZ:W*0J*GWE TO 6E CiX XUE "va;.PL400 SIBFLWA COINSTRUCDON ADHESIVE,OR APPROVED EQUAL •TABLE TAKEN FROM-AMERICAN FOREST @ PAPER ASSOCIATION AMERICAN WOW CODNCL,t10 8. BUILT-UP BEAMS(3 PLY MAXIMUM)USING WNVO TIONAL FRAMING LUMBER SHALL BE FULLY SPIKED TOTAL M(a1BER OF SHEETS 110 WPM EXPOSUR TO WOOD E CONSTRUCTION'AM ZONE.NI01 W1110 AREAA NM DIAMETER THRU-BCLTOGETHER WITH 2-100 TSOR7EOUIVALENT,PONER BEAMS REYSY MAXIMUM)TO BE STAGGMD TOP ANOBOTTW AATT 16 WITH 1/2 W SET: TABLE 9.WALL OPENINGS-HEADERS W LOADSEARWO WALLS @ O.C.OR AS OTHERWISE REQUIRED BY TIE MANUFACTURER. NON-LOAONNGBEARWO WALLS 9. ALL D UVIMIGS AND FLOOR TI JOISTS TH BE OWEER P BY 111E SUPPLFABRICATION SUBMIT SHOP DRAYIINCS NW CALCULATIONS TO ME ENGHIEER PRIOR TO fABRICATON. 1 •. v _ - O N � A5.. A5 7A5 DO NOT BACKFILL WALL p UNTIL CONCRETE.HAS .- ATTAINED 7.DAY STRENGTH AND BOTH TOP R BOTTOM EXISTING FONDATION. V' OF WALL ARE PROPERLY o � ¢ aN SERCURED. oE?- PLACE 2 US REBARS AT BIT, JT, FILLER, TOP OF WALL 8 AROUND TOP OFF W/ FLEXIBLE 4 p" ¢'moo ALL DOOR WINDOW. 6 OTHER I JOINT SEALANT ,_p _I0• ma NOOK a WALL'.OPENINGS. a "SIKAFLEX IA' B_G p 4'-a' __. .-_ _ ___ _ ___ _ __ __ Muz� WWF SXG 6/6, TOP I/3 .. _.__ OF Sl nc - -7-'7-� I�.-T-�- - a €S" o"soN o� F .ANC. SLAB z"h: 0 --L_1J-1-LJ-L_LJI I1J-L I.-- ----- -_ ---_- __- - ---- - --__ -- - - o a' c �J O W¢ c ' I I {H}M. I BM. 1 BM. .I ANDER9EN a 'D i '� �� PKT (. PKT. (.. 2917 I I N cn B SEM BY AMC'2,CAV !_' Cam JI _ I r 2.Ip tab:o.c.. I p • I E . 8N `. COLLOID 1 9: O I Illillllll111 I 0I � C:> � _...._J. L I 1-J H.I o I O W cc/] �I N0.5 REBARS, CONY III -I I I I I - I I J 1% L_-J A z`=I 1 Q II .I I I I I I I I I I _ a I� an -2 2 10 177_- III _II I-i III ILL , II .III 1 111.- 111 II I I I I i I I I I I .II� I I Iaal oan l i-11 11= I I i. I =1 III=III- I I �. r g- I I�. I D In I �] 1" I� I C I II , I II- __ '-'� I I =�� I 1 1 I I 1 O FM L I J..: I 14. I em _ I I_LL_L1_� =� �l-m10 -v wwa `mow �• , I 3-Ir*12 FLUSH GIRT 1 I ..I= -2 2 10 �- I I 3�FLUSH GIRT 1 m �1, TYPIGAL FOUNDATION � FOOTING i L--J I -J I �E6i 53I a�'d3 I 3S�LALLY CAL. _I 35 LALLY COL -J I 31;LAL COL. ioda"doW 5=4 2 SCALEI I/? 1—' gzzps��r��: 5 I/Z 3 I/2' /4 USE ,'I; I -2 10•16'�O.0 sE N GC 5 a2� I 571.LALL;COLUMN I G 1 I GN o 0 2•D �r-;-.� I 1 I! ? I'-I-1 9�� y5aE- agw ff-- L_-J O- I CON,. FOCTING Trf". I I I. I vII u I I I e'.THK 7 ID I I -�' r L-i_J I .GONG wALI:.ON. L-1-J oII - I o -gXlp :� o¢ a.y,m�9 CONMF I( B ..CON 1 € a� '� ba B a" .FOOTINGU^s, $�� 9�B I I<ti o r - 1I — I i L--------- -==--� L_�, i � ------ I ----------- --'-- - -- -'� -------------- o I Z Q STRUCTURAL PIPE COLUMN OR I J I I 51,CONC.FIL:LED'STL.COL. - OL OL NOT TO EXCEED-10 KIPS LOADING _ OLL Q [/OR B'IN HEIGHT.MAX.SPACING - Gf r-D^o.c. ° Z u N 4°'CONCRETE SLAB— BITUMINOUS JOINT FILLER 0' 0 ZZ ^^,, TOP OFF w/FLEXIBLE O W lL J 6 MIL.POLY VAPOR BARRIER JOINT SEALANT. � 91KAFLEX IA" ILI CONCRETE FOOTING - - 3'-0"X3'-0°xl'-0" - In - B45E PLATE 6X6 6/6.W WF.TOP 1/3 Z OF SLAB ... .. .] P� A a PROPOSED TAYL OA a a , ..:FOUNDATION PLAN _ m 3 0 c5 REBARS CONT. F �..� QT BOTH WAYS(TYPICAL) II4m=II-DI1 S FR I a a \ ,\ �\ BASEMENT NOTES:' GENERAL NOTES: I.,MAIN FOUNDATION WALLS TO BE'B' POUREO CONC.W/20a9..TOP. STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPSEGTION T It BOTTOM SARS.REST FOUNDATION ON 10 X20•STRIP FOOTING'.--' WHEN F MING 19 COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR J.Ei w v Rq PROVIDE 4mo5 HORIZ.BARS CCNYiN0005 IN STRIP.FOOTING w/ WALL PLASTER'kiOAk U/FINISH. a o w O KEYWAY.PROVIDE=5 VERT.DOWELS 0 24 OC�.HORIE•,:E%TENDED- 3'-G'MIN.ABOVE TOP OF FOOTING.PROVIDE I/2'%12'.ANCHOR CONTRACTOR SMALL SCHEDULE AND PROTECT FORM WEATHER ALL O BOLTS 0 4'-O O.C:nAX. I _ EXISTING HOUSE COMPONENTS AND:INTERIORS DURING CONSTRUCTION AND CONSTRUGT.TEMPORARY.STRUCTURES/ENCLOSURES AS MAY BE w w I AND INSURE SUCH PROTECTION. - 2.DOUBLE FLOOR JOISTS UNDER 4LL PARALLEL PARTITIONS a o a OCOLUMN FOOTING DETAIL 3. CONTRACTOR TO PROVIDE BASEMENT VENTILATION A9 CONTRACTOR'.SHALL 917E INSPECT ALL EXISTING V5.PROPOSED � CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER M OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED. REQUIRED BY LADE(WINDOWS OR MECHANICAL) CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ ID .Q 4.CONTRACTOR SHALL INSURE THAT ALL FOUNDATION WALLS MAINTAIN SHORING ETC.'TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL ! 4'-O°MINIMUM COVER, INTEGRITY OF EX19TING•MOUSE: / - 016 QCONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING A PROPOSED 5.PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS,TYP. CONTRACTOR.SW R TO AND,DUECT CONSTRUCTION AND MAKE ADJUSTMENTS 6.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OFlALL STRUCTURAL COLUMNDITIONS AS NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS S ` WORK PROGRE69E5. ip. ].CONTRACTOR SHALL NOT SCALE DRAWINGS FOR'DIMENSIONS:' ANY-MISSING V I INCORRECT OR QUESTIONABLE DIMENSIONS NOT.HR000HT'TO:THE ATTENTION' NEW CRAWL;91?ACE DUST`CAP TO BE LOCATED NO MORE THAN 3'-4" OF'TNE DESIGNER BECOME'THE-RESPONSIBILITY.OF?HE CONTRACTOR. 'FROM TOP OF FOUNDATION:WALL, N.DEPTH BECAUSE OF LOCATION :OF SEPTIC LEACH.FIELD. Z O U w o 0 5 N .. N I O.' A5 5. AS, m I 1W-IO 2. y3 -0. I a.. .. a''d N o A2452' 3'42452'3"A2452 3 A2452 A7446' A2446 A2446 clU z —.a TRANSOM dzo TRANSOM ?. ABOVE- BREAKFAST/DIN(NG O.:e.V Ew�✓+3;-:..A:i. GOWL.rV 9M..ATNAwa�mBA;PTwz.sY IaP+ :I'..Ii....?ni1 Li1 g tr� / -- ' . . C�� A CONTRACT F qry THAT FIREP M.1 cn CONSTRUCTION COMPLIES, � wwF0- pma( -16g_.CLA STATE, TO BATH ,FIRf AND 5FETT CODE5 E" FAMILY ROOM as@BeKT. Li uH KITCHEN - S# via - . LL.'SGe pt �a� ' +'oAD evy. F q 4. . TR I I 6 3HMaMe.PANTRI MUDROOM _-_--_-_-_ A244 Z.. ul p ao.A, IL �� FIRST ' FLOOR PLAN NOTES. I, ALL EXTRIOR WALLS:SHALL'SE 2X4 Q ®IG'OGUNLESS OTHERWISE NOTED: 2.ALL INTERIOR WALLS SHALL BE.2X4a ®IG"O.C.UNLESS OTHERWISE NOTED. :. .. - ,v. 3.CONTRACTOR SHALL:VERIFY ALL,WINOOW _ - ROUGH OPENINGS-PRIOR TO ORDERING WINDOWS. p. 4.CONTRACTOR-SHALL VERIFY:ALL DIMENSIONS PRIOR'-TOGONSTRUC710N: CONTRACTOR • .•,W ^. "ASSUMES.RESPONSIBILITY FOR ANY.MISBING OR INCORRECT.'DIMENSItlNS'NOT BROUGHT TO S _ i - - THE''ATTENTION OF THE.DESIGNER.' N . 0 < W. Z 0 W. N`rn j o�^8u two ~ a ON v - €w> z nI - 2.A2442 A24Z AZ44] AZ444' A�44] "FYlG6G60R _ U z¢u i u w0 w 2 0 O V nm c oo� - !_ BEDROOM IQ E— ua i of'o r M.HEDROOM _BAT M.CLOSEIS fQxg L A31 3' 'A31. A31 S' A31 BALCCNY ------------ Ll 16 Z. 0��IL zPROPOSEDSECOND FLOOR PLAN 4 NOTESr1.0 ALL E%TERIS WALLS SHALL T 3%4 Q®16°OC.UNLESS OTHERWISE NOTED. O ALL INTERIOR SOUS SHALL BE 2X4 0 16"O.G.UNLESS OTHERWISE NOTED.D. I 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS�PRIOR TO ORDERING,WINDOWS. O 4.CONTRACTOR'SHALL VERIFY ALL DIM ENSIONiI: - Z PRIORTO CONSTRUCTION CONTRACTOR F- 'ASSUMES:RESPONSIBILITY FOR ANY.MISSING OR W INCORRECT.DIMEN'SIONS;NOT BROUGHT TO = ATTENTION OF..THE;DESIGNER.'. : RED BRICK CHIMNEY 'CON'T RIDGE'VENTI .. 2 z - ASPHALT SHINGLES ON W � 1Z. 150 FELT PAPER 9i� I .. OVER 5/9"COXPLYWOOD ' '. ZO .. 9 1/O CROWN ING w -._.-._._._. MOVLD S m .. .. W 421 . ALUM.GUTTERS ¢ Z000.2 ,. / IXIO FRIEZE BED MOULDING g Z l L _ �' , Lj 9 CO2\_R 3DS— 404LL - 3 I �' -r �. _ �..I _ U z c,2 _ T T T W C SN INGLES U �' ¢o I\4 W':�DO.NlDOOR A __ -_ --A2491 424 1 47>1 q]453! I A]4%Z _ _ _ -� I - -� I SIDING OVER TYPAR°OR EQUAL . GAS'NG CJA�5) -_-__- __ -_ ON 1/2"COX PLYWOOD �>2 w c/ PROPOSED. C� � . j FRONT. ELEVATION a 8. f RED BRICK CHIMNEY - CON'T RIDGE VENT ' ��p3 ag, - jj I ASPHALT SHINGLES ON 1E �. ��; 15.FELT PAPER �3i� you OVER 5/9"COX'PLYWOODRES,5 g qq} N 1L MI. ij- it �~ r I I _ -__ I I I 1 1 TA_Y432 . O _ AZ444 ,�44z.. 'A2442 1AZ441 L444! - _ Z O .. - ALUM.GUTTERS Q Q BED MOULDING IXIO FRIEZE Au J Ho�4 CORNER BDS Ilk - �I I1X4 WINDOW/DOOR - 4Z446�CASING(J4M95) IA143J :AZ45] �A74dZ L__ __I W.C SHINGLES. 1 :N N' - _ _—�_ __ _ _ BIDING.'OVER"TYPAR°OR EQUAL ON V2'CDX PLYWOOD PROPOSED - O_ i IL i REAR :ELEVATION - 0 . � s ' .. - :•'z I Z w. ' I 3z Y it RED BRICK CHIMNEY N Q L)j' ASPHALT PAPER E9 ON ..... � .. .. �. ., i ..�'. .. '�.: IBa FELT PAPER N 12 OVER,B/B"CD%PLYWOOD Z0, ' L_ _ �12i N .. 4t Ip' 1X0 RAKE TRIM -I%3 RAKE'PRIM -- _. RIM I G3 /2 CROWnouLDIN � LI� uj a BED MOULDING '-' _ os Z ' I%10'FRIEZE o. _.. - SHINGLES SIDINGC ERTYPAR'.' OR EQUAL ON lit"GD%PLYWOOD o SO fn .. V D o 'CORNER BD5 Q 5 _ s�n ------------ .: 4. — - m ' I'ID;TRIM,'PTD. .. - OWcn PROPOSED. .wc L.SIDE EL•EVATION �u -'-- - - ' 1/4" "o": .. TABLE' .. — ---—---= aF3. ads a � .. D CHIMNEY .. Q L CRICKET RE B . BRICK GRIM :A„LUMIN .GUTTER; ...' .: �ggg c� :IX ISpPHALT FELT PAPER LES ON �g3 Y3�= ES7sa P 'FASCIA .._ _..___ _—__--__ ....___—__ — O 5/ D • .. __ - ,. .:. - r- _—.— .. .... .:IX SOFFIT, PTD..—J.. VER��'B �CDX'PLYWCO 3 �s I 4r �3d oaa$5�3€ lag 3 I/2'CROWN MOULDING' i < -21 7 I.. .) - �I _— '1X3 RAKE.TRIM _ .. i O I �IX RAKE'TRIM I%4 TRIM � Q w hYt W ALUM'GUTTER 14 IL_ L BED MOULDING IXIO FRIEZE v 14.C SHINGLES, � O � _—_ _—_ - : O P .. SIDING OVER:"TTPAR"OR EQUAL --_ I N I/2"CD% LTI400D... -V .IL�..Q A2046 Imo_ A2446:i COR. R.B D R -- �t�— PROPOSED ' Ili a I R:51DE ELEVATLON so _. I w'. . . . .... . . .' ... . _. L . „ . . . ,.. . . , :. . .. .. . . .. . -:: -. ..,. . '. . , . - .. :; . . . ... OONTINUOUS'RIDGE.VENT'. Z I2.RIDGE' .. .. -I. 1ZxtO RAFTERS _..: .. jI .Z Y. U; 9/B LDX SHEdTHING' I,.. `q I - 'W O'.. 'C. .. �' �r�yv l� 15 BUILDING'.PAPER I 12 " ..12 1. i ,. . _ . . ,' , , I - - R 90';FBGLS:INSUL I 1 i ' 5`.5...� IZ ' ' ` Q43':'. . 2%B..e:l6".O C. . .. .. I I :.,.. f'---_ ',Zx0:0 16'.O.c'. .. .�.-ai.­--�I-m.-...II1.-...,1....:�-:�..:..�.,1-.�-..�,.�.�,�1.:.-.-I,.1-.I.�(.I..L.I.�.��-.,�..�."L......I..I.z.L-1....p..71:...I.&.1..1.-�II.�.....�..��...I'.:..:�J,:�'..,I.�-...-!.,...I..-.�..-,�...j��.:�....�...i..:4�::.I�..I.I'..t..T-.-I,1%...I----.I II II---I 4��-1-,," v . ..,-,!..I�.�.,,..,.-�.-�1�]1..�-"",-I1�.).:I�I.q...�V..b.:�:"e I�.1-�1...,I��..I�t,,,.:..-....I..:..,.I,���,".:1...,.�1::.,I..I.I..:-:.....�.�I:.-./:.�.�..I,�.1."%�.I:.1:."II;.,I,�.II�I���..-..,��I:.�'.�..�I::I.I.......�I":.-..,.�I.:w:.�..%.�.....:..�.1:..I,:.�,...I...1.I-..I.1...,1:-I,.-I.,.:.�....L.1,I.,.:.....I....�1,"-.....-.."...,,.,L..�"".:...,.,-..�...I�:I....I�,...�..,2-.;I.%..I�,.:.I,-.....:.�I...:II�.,....I...".I I-,...I...1.:.'.L.�...1:.�I,.,:1.I....."...:7..�I..-.:....,I..:......I..�1.�.�.-I.-...1.,�.:�.-...I.�...:I....:I.....�..I.�.,.�.....�....V.-..:,I..I�'.../I....-...�...i.1.��,..-�:1I F-.,.....:I....I f,.I�:�...%I.::L,-.�..I..::..,I..I...P:;�......'.6..:I,�.I�...�-.�........j1.../.�I�.10 Iq..I...%�1:::-I I I.�.I:1:I,�...�-....[-,.,.:-�,..I.�����I:.�:I..��I i.�1,�.:'I...I 1�...%I�;,.:�.�-��II.-.I...�:.�1.!.I%':�-���I.: I m ha,DATN M'CLOSET IZ IZ 1 _.5. Io M6EDROOM .. :' - - - 6 . . > ; i - - ; .( / 3/4°.T!G PLYWOOD SUB-FLOOR," _, :'3/4°..TIG�'PLTWOOD.-SUB-FLOOR'' 2' .: .... . ..GLUEDAND NP:ILED, TYP _ ., <.: :"-:- _ - - .. ... ,,, .. -. `. I 'GLUED AND.NAILED...TTP. - .. :, . ... 2.12:0 12"O.0 2.12.0 12°.'O.C.:.. �. ..... 1 .:'' :®I .. . '�t .:. ... .. 'IX'SOFFIT -i.' , I . . FLUSH:FLOOR L " ,. . , 1' GIRT ... 1/Y'GWB'.. - - ------ ---- - Z IZ.1`t2 O.O 2x12 6 O.O.. ^ J - I4 _€ ,I . _ _ - lF' aka za'i . :1 - '. - ' .. 1.. " - - ,gm o �.6RE4KrA5T/DINING KITCHEN'. :`:.MLD$00�' .�' - !' - '." 'FAMILY-ROOM w". .3 -;o - ., U yr '. �-��...I..-..�I,I..'.-I...�I.,I�I.�I I..I��.!III1�iIi�.1::RI-1��I.�%.::K..I-...1I.I II.L-�I.--�.5-I.�i.1�.-I..I L-.II z..,-..'..�-id...,�.-,".�,�,.....��:I�..�. - 2z4 0-.14°O.O. .rc . O- t! I{�1 3/4'T!G PLYWOOD SUB=FLOOR SIDING(SEE-ELEVS.) - ' 9/4•T/G-PLYWOOD.5UB-FLOOR - O}. .,w i 3 F x i -,_--_- -,-.-. ` .. GLVED.A.ND NAILED, TYP -.- I , _.- _ - - - GLUED'AND NAILED,.TYP - - - - - -.- _ ,J 2rc.UOULL i.w:¢ f.. .2x10'012'O.O... '2x10.O.IZ'' 'I .. _ . :l. ... _.'II 3-2zZ DROPPED .. - - _ 3-2x21DROPPED GIRT 4. = - 'Z^rv' . =11F-- GIRT II I R-I9'rBf.LS:INSUL - 10 0 16 IIII= III', .. IIII - � I IIL' 2.1 O.C'.�. III H Q W I.iR .BASEMENT:.: BASEMENT U0 .. �''. B'POURED'CONIC.WALL .. .. t ' 4 CONC SLOB:. (�i✓•/] BASEMENT SLAB G f . .. -- - -- - - __ -.._.. _ -- . _ .. : .::. ._ .._ _:, .. - .._ _. _ _ :: . - : 6'COMPACTED FILL :' .. .. •:, �'Q¢ ::g . . . . -. SECTION'THRU' ;KITCHEN $ 'M.BATH i SECTION TNRU FAMALY. ROOM * M.BEDROOM - . .. . . . ...-..;�0:.�I:......,..:.....�I....-.:...-��-.I;-,:.1�...�I���.:-,.1.:.�.II.I�:.-I.I.-..�:.....I . . . . 'Tl•VEK' 40U5EWRAP - - .. Zb$cmE� . . 33 .4 COX PLYWOOD .. �G 1 .:. g . 2.4 O Ib'.O.G. .. - .. 4 Z V I. 'dJnN�$ ..,2g . .:. a T I: i - 4s 12p. .� �. 6.HIL.POLY VAPGR6ARRIER _ .. I - ... -C -_ QBOI6O.C. - -.- -.-.-.- - -.- ik W. . %,TGG.PLTWD.SUBFLOOR". i ' GLUE'G'NAIL TO JOISTS WD.SHINGLES. .. :. I ` .. - .. .. I . „ I-j 1 BATH LOFT 12vm BEDR / �12 RIM JOIST OR DBL.PERIMETER / m z O -. _- .. W . - '�COX P.T. PLYWD. .I I' .. I - _____ .-.I----- ____ - - - -.- - -.-.- .. O W ... Q BOTTOH b° I - Z 12 e:1Z°:'.00. 2 I2 0,16"... +-" U O;J 2x6 P.T.'SILL. - V 0 lL_.T�...I4�-.,:1 i`�,�s1 I,.'1.z-�;"..-.�...�'�,:�...1,.�.;.�.I'.��0-...'-- : SILL SEALER .. _ L O N f ..': .. .. ..... .. a..DIA.IS°GALV:ANCHOR: t .I.. .. " - .: C_.1 ' .'O �'I'_ _ ____ . BOLT 0.4'-O•O.C. - . , I : . .. I .: .. ft.. 0 I. .. DEN .. .. . . '.'''.BATH, eNSg'C L ______ I. Ul . .1 .. . , I. .. .. 1. .FILL d.TAMP 9'OUT FOR % -- d.. U '..Q 4 1°AFT.'SLOPE PROVIDE '. I' '.<. 12 BED OF`°P ., - ______ a.570NE' .. .ii d .'.'', -�.. ____ _ ... WHERE"NO:GUTTERS.... _ 11 ..' _ -_ . :.: --_._ .. . _ - - _.---- - 8 .. ! '.'. B.Ts.11oReIb•oc. - LI;: .. 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NP HIPJ,F7' „�aaa�a. aaam TYPICAL L%1LIGLULAI t 50L'I fIIGMAILING 2 z°x9k LVL HEADER 77 Q 1 1 Lu � oZ s PIEce. - D-e• in a R....s cF In Dann mL...o u oc PROPOSED tL f N _ROOF FRAMING .PLAN � ►ci a v4,1_il_011 O- 4 PiECES D-<' ]RON9 oF.va•Dlnn mLT6 o I]'O.D 1 /ij\/ �Y OA / MULn:9.'IY2".BEAMS STRUCTURAL NOTES: A.LL EXTERIOR�IJINDOI^I HEADERS TO�BE � Q 202XIO W/101/2"CDX FLITCH PLATES W UNLESS OTHERWISE NOTED. F n ALL WINDOW MULLIONS TO.BE SOLID p r Q N 3.P E:'c -4- 2 FaN5 OF I/Y Don mLTe a I]'o.c. _ 2%4 POST LESS OTHERWI NOTED o '20 SUN SE N _ O .. .. POSTS�0 STEEL BEAM ENDS ARE 3 1/2°CONC. - Q FILLED STEEL LALLY.COLUMNS UNLESS OTHERWISE q NOTED.ALL'OTHER POSTS TO BE ml .SOLID 6X6 0 EXTERIOR WALLS, AND 0 OTHcRW NOTED. R S SS SDLID 415E NINTERIO WALL UNLE .� Z N ,SOIL TEST PIT DATA P#10587 SOIL TEST PIT DATA P#1 1811 500 GALLON CONCRETE LEACHING CHAMBER (H-210), NOT TO SCALE NOT TO SCAIF NOT TO SCALE TEST PIT TP-3 TEST PIT TP-4 4' P?ERFORATEb Pvc 20" ACCESS COVER TEST PIT TP-1 TEST PIT TP-2 W/SCREW CAP T(O EXTEND DOWN TO WITHIN 3 INCHES GIRD. EL. 69.5 GIRD. EL 69.5 TO NATIURAL SUBGRADE OF FINISH GRADE GIRD. EL 75.5 GIRD. EL 70.5 LOAM AND SEED SHGW EL SHGW EL N/A LEGEND SHGW EL. N/A SHGW EL. N/A ON Sl TE SOIL EVALUATION ALL DISTURBED AREAS 5" DIA. KNOCKOUT (TYP.) TAPER 1-1/2 0 0 DATE: 7-2-07 r CONC. 12-36" COVER EL. 75.3 3w EL. 70.3 3" WITNESSED BY. D. MIORANDI, IRS W RISER Ap Ap 2- LAYER OF 1/8- TO UNSUITABLE LICENSED SOIL EVALUATOR: M. O'LOOUGHLIN, CSE M SANDY LOAM SANDY LOA I =1 17-1 r 10YR 4/4 10YR 4/4 MATERIALS I I I - 1­1 1 -1 e% lool 1/2- DOUBLE WASHED (TO BE REMOVED) PERCOLATION RATE: < 5 MINS./INCH r r sty, STONE ABOVE CROWN EL. 74.7 ion EL. 69.8 8" SOIL CLASS: CLASS 1 OF PIPE Bw Bw L.T.A.R.; 0.74 GPD/S.F. 356* 24" SANDY LOAM SANDY LOAM D" PERCOLA70N =r-l= 17-1 EFFECTIVE 3/e TO 1-1/2" 10 5/8 '10YR 5/8 VA TEST RANGE 17-7 =M DEPTH , 17-1 DOUBLE WASHED EL. 71.7 460 EL. 65.8' 56" STONE TO CROWN OF PIPE NOTE: THE SURFACE ELEVATIONS OF THE TEST PITS, 8*-6- t 1�%OFk 50" AS DEPICTED IN THE SOIL TEST PIT DATA ON THIS EL 65.3 ESTIMATED C C PLAN, REFLECT THE EXISTING GRADES AT THE TIME C C V SEASONAL HIGH MEDIUM SAND MEDIUM SAND OF THE SOIL EVALUATION (2003 AND 2007, FRONT VIEW BRIAN G. MEDIUM SAND MEDIUM SAND GROUNDWATER' 2.5Y 7/4 2.5Y 7/4 2.5Y 7/4 2.5Y 7/4 RESPECTIVELY). THE EXISTING CONTOURS SHOWN ON YERGATIAN THIS PLAN ARE BASED ON AN ON-THE-GROUND NOTES SIDE VI EW CIVIL SURVEY, PERFORMED BY BSC GROUP IN 2019. No.46206 1. ONE ACCESS COVER PER SYSTEM SHALL BERAISED TO FINISH GRADE.. 6z NO NO NO NO 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTUREID BY SHOREY OR APPROVED EQUAL. 18T GROUNDWATER GROUNDWATER GROUNDWATER GROUNDWATER 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE,. NAL::­ OBSERVED OBSERVED EL. 65.5 -OBSERVED 120* EL 60.5 OBSERVED 120' EL. 59.5 120" EL. 59.5 120" � ONSITE SOIL EVALUATION WF#208 S76 1/30/20 DATE: 11-14-03 EXISTING WALL 9'23,,E TOP=52.0 AIF#207 WITNESSED BY- S. MITE, RS I 61 BRIAN G. YERGATIAN DATE BOT.=47.5 ­36* 'LOOUGHUN, CSE LICENSED SOIL EVALUATOR: M. 0 W F#1�15 GENERAL NOTES PROFESSIONAL ENGINEER PERCOLATION RATE: < 5 MINS./INCH 1. THIS PLAN IS INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE W17001 WF#202 WF#204 SOIL CLASS: CLASS 1 ;;;:oo'. WF#203 WF#206 SEWAGE DISPOSAL FACILITIES AND THE ASSOCIATED SITE WORK. WF#205 L.T.A.R.: 0.74 GPD/S.F. 0 46 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND THE TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS. k WF C __-wl._ACCESS ROADWAY AROUND BOG INJ EPTIC SYSTEM S WF#10 -KNOWN ORPROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE DISTRIBUTION BOX 'DETAIL (H 20) 3. THERE ARE NO n - - I ­ I Q� C-) PROPOSED LEACHING FACILITY. cc DESIGN NOT TO SCALE WF#1 .PROPOSED 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL�-SUBSOIL AND OTHER UNSUITABLE LIMIT.�OF WORK C,4 -ASEMENT AREA REMOVABLE (6) 5- DIA. 0; MATERIALS. 0- COVER KNOCKOUTS ' (0 TO BENEFIT C) #123 BOG ROAD 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS'WITHIN THE LIMIT OF 8- (TYP-) 11 CONC. RIStR EXCAVATION WITH CLEAN GRANULAR SAN # 115 BOG ROAD 'X C) 04 DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL C� N, 5" Clq 'CON SHALLAOT I BE USED. , FILL SHALL. NOT TAIN ANY,MATERIAL LARGER THAN 2 IN C:� PROPOSED LO Co 4 1 1 : I F 12" DIA. COVER LAWN A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A INCHES. + �F-+ +1 -4;, + REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT MAY BE RETAINED. ON 'ME 7__ MARSTONS ,MILLS 7- + #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE-MATERIAL MEETS EACH OF 0 + + + + T li .54. & 24" PROPOSED 5' WIDE THE FOLLOWING SPECIFICATIONS: 4>1 I I PLANTING STRIP 58 MASSACHUSETTS 0 0 , 4 56 100% MUST PASS #4 SIEVE 60 (BARNSTABLE COUNTY) -,Avg a 10Y. MUST PASS #50 SIEVE 6 DECK IN 0-20% MUST PASS #100 SIEVE 3w 2.1 0-5% MUST PASS #200'SIEVE BOTTOK ON LEVEL STABLE BASE 6" MINIMUM 24" TE TH 3/4'-TO-1-1/2" 6. EXISTING UTILITIES WHERE SHOWN ON THE'PLANS ARE APPROXIMA E ENGINEER P R CRUSHED STONE EXISTING WALL 10. SITE PLAN 3. N\ SEC11ON VIEW PLAN VIEW :WTD 10 DOES NOT GiJARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE TOP=64.3 s I TION AND ELEVATION OF INVERTS PORCH BOT.=60.5 0 SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCA NOTES ............ OF UTILITIES A14D STRJ&URES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF l-'SLAO' V Ei"SL I AS""0 CONSTRUC7TION. IF MY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES 1. DISTRIBUTION BOX TO WITHSTAND H-20 LOADING. w TIFY THE ENGINEER IMMEDIATELY., CD 2. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. PROPOSED REQUIRED, THE CONTRACTOR SHALL No S7�, DRYWELL OCTOBER 15 2019 3. FIRST TWO FEET OF PIPES OUT OF DISTRIBUTION BOX SHALL BE LAID LEVEL FILL ALL UNUSED KNOCKOUTSWITH MORTAR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE,FOR PROPERLY 'COORDINATING THE 4. X- A-_ N . 5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE. _,z PROPOSED CONSTRUCTION ACTIVITIES WITH DIG-SAFE AND THE APPLICABLE UTILITY 642, C14 C) COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS C14 I \ I IN SERVICE. 71 EASEMENT AREA. rib TO BENEFIT DESIGN CALCULATIONS 0 #123 BOG ROi CONTRACTOR IS REWIRED TO N071FY DIG-SAFE, PER MASS. STATUTE CHAPTER 82, 0 kD 8 SECTION 40 (1-888-�344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF 69. C14 DESIGN FLOW CONSTRUC11 I ON. NS N07 DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION 4 BEDROOMS 0 110 GPD/BEDROOM 440� GPD PROPOSED 749. THIS SYSTEM IS NO. DATE DESC. 1,500 GALLON OR USE OF A GARBiGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR REQUIRED SEPTIC TANK 0 2-COMPARTMENT 1 1/30/20 PER HEALTH DEPT. 0- H-20 SEPTIC TANK- 15.240(4). 04 440 GPD X 200% 880 GALLONS USE 1,500 GALLON (2) COMPARTMENT H-20 SEPTIC TANK RESERVE AREA /10. THE ABUTTING WELLLOCATIONS ARE BASED ON VISIBLE OBSERVATIONS & PLANS. yy C14 0 SIZE OF REQUIRED LEACHING FACILITY A 'WATER.,SERA�p- <2 MIN/INCH N/F DESIGN PERC. RATE: SAMANTHA HAMBLIN VARIANCES REQUESTED LONG TERM APPL. RATE: 0.74 GPD/SF 7= 440 GPD + 0.74 GPD/SF 595 SF #948 RIVER ROAD to D#j ASSESSORS MAP 045 C-) IZE OF LEACHING FACILITY PROVIDED PARCEL 011 TITLE V tu NONE USE (3) 500 GALLON H-20 CONCRETE LEACHING CHAMBERS IN TRENCH PROPOSED CONFIGURATION WITH 4' STONE ON ENDS AND 4' STONE ON SIDES. DIST. BOX TOWN OF BA RISTABLE 4/ BOTTOM AREA: 33.5' X 12.83' = 429.8 S.F. NONE SIDEWALL AREA* 2 X (2 X (33.5- + 12.83')) 185.3 S.F. T , EFFECTIVE LEACHING AREA = 615 S.F. OBSERVATION GA (INSTALLED CAPACITY) `7 PORT 615 S.F. X 0.74 GPD/S.F. 455 GPD 455 GIRD > 440 GPD (15 GPD RESERVE CAPACITY PROVIDED) 70 Lw- f3 2 EL=70.0 PREPARED FOR: 500 GALLON SYSTEM PROFILE TOP GAR. FOUNDATION ANK (H 20) A,\ DOUGLAS, CROOK 1 ,500 GALLON 2 COMPARTMENT SEPTIC T V) CONC. LEACHING EL 69.3± 4" SCH. 40 P V NOT TO SCALE CH 0 ED\ L=60± FT. 50 APPOLO DRIVE NOT TO SCALE AMBER (TYP.) S=0.02 W. BARNSTABLE, MA 02668 RAISE AT LEAST ONE EXISTING COVER NOTES 150' SETBACK FROM EXISTING WELL dcrookl 32@gmail.com E 18' HDPE PIPE 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. TO WITHIN 6" OF FINISHED GRADE (71 THE RISER SHALL B 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 G blENCHMARk LOADING. -CONC. COVER TOP OF CONCRETE I= 68.25 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION 6" MAX. BOUND. ELEVATION=71.50 riv 01 1; 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED 4" SCH. 40 PVC SHALL BE WATERTIGHT. (�v WITHIN 12* OF TANK WALL AND ACCESSIBLE FROM TANK A&91, D N/F S=0.005 COVER. CKOUTS WITH HYDRAULIC CEMENT. COREY ELDREDGE FIRST PIPE LENGTH 349 Route 28, Unit D PO 5 FILL ALL UNUSED KNO 6- EL.=72.0 TO BE SET LEVEL FINISH GRADE #944 RIVER ROAD W. Yarmouth, Massachusetts I /TOP HOUSE,, FOUNDATION CD FOR MIN. 2' 70.5 ASSESSORS MAP 045 EL 71.2±. 4" SCH. 40 PVC 02673 PARCEL 012-001 L-39± FT. ii'-o* S=0.02 4" SCH. 40 PVC 778 8919 10'-0* rn V \L, J/ 4-1 ion N/F �l 0 -1 %_j \_j IL if 3-j SARAH BIRD EL. 67.50 1 @ 2019 BSC Group, Inc. #85, BOG ROAD C3 r-3 60-Ow 150' SETBACK FROM U ASSESSORS MAP 045 I= 6 3 SCALE: 1 20* INLET 4 .1. EXISTING WELL I=66.85 I=§§.50 cm c= c3 cm cm cm C3 C3 4 PARCEL 012-002 TEE LIQUID \-PROVIDE I= 66.78 I= 66.61 EL. 64.50 0 UNDER DEPTH .0 0 10 20 40 FEET 0 I=67. 0 69-2" COVER GAS f H-20 ca 200% 100% BAFFLE 6' DISTF;8UTION 5' MIN. SEPARATION LEACHING MIN 440 6" �CHAMBERS FILE: Projects-YAR\5033100\C\D\5033100-SP3.dwg MIN 880 E)X GALLONS GALLONS SEPTIC TANK ELEV= 59.5 DWG. NO: 6610-02 E MAGNE11C REFLECTIVE TAPE SHALL BE PROVIDED ESTIMATED S.H.G.W. (BOTTOM OF TEST PIT) SHEET 2 OF 2 EDGE OF BOG ELEVATION 44.5 JOB. NO: 5-0331.00 PLAN VIE BOTTOM ON LEVEL, STABLE BASE IN THE TRENCH OVER ALL PVC PIPING ­4� -10" 12'-10" 40 E 181 1 � �i I CONCRETE BOUND : FOUND & HELD) ) RE cN N 5 84 58 01 W 337.5 LOCUS INFORMATION3 CURRENT OWNE R: DOUGLAS & TINA' CROOK ,�••� •.` a • •.�, CONCRETE BOUND `..� � TITLE REFERENCE: BOOK 21893, PAGE 291 ••�. (FOUND & HELD) LOCUS., 0 R PLAN REFERENCE. BOOK 585, ...PAGE 42 S S ASSESSORS MAP. 45 L FR Q PARCEL: 16 5 RIVER ROAD ZONING DISTRICT: RF % .. SETBACKS: FRONT 30' LOCUS MAP SIDE 15' REAR 15 NOT TO SCALE MINIMUM LOT SIZE: 43,560 S.F. ( Igt OF EXISTING UPLAND LOT .AREA. 87,700t S.F. 9 NITROGEN SENSITIVE . . 0 BRIAN G. � YEAGATIAN 0 E. ZONE II -R Z N CIVIL RF _ -� No.46206 .. _ FEMA FLOOD RO/v � n » A . ONE DISTR . X Z DISTRICT:_ 01YAl. OVERLAY DISTRICT. G.P.O.D. 1/30/20 BRIAN G. YERGAT N IA DATE - �. `►. PROFESSIONAL ENGINEER 2 0 'I RI E R R 0 N T A R E - A SEPTIC SYSTEM E PTI Y TEM , I a DES GN z 0 o _ Q 115 BOG ROAD 0 M .. IN 0 N O N MARST O N S MILLS 0 M i \ . MA A H ETT i SS C US S 0 BARNSTABLE COUNTY o \ N 0 F- 4 _ VE R LL Q 0 A z o - SITE PLAN . / o , r ; ©CTOBER 15, 2019 aNO .. I S76'1 g' I o \ WF.+ 23 E / o , 61.36, / N I \ WF/207� O >, ., �� • WPOI wF 202 204 1MIF 206 lb / = s So• ' NO. DATE DESC. AO=RAMIDW Marto eoo "�, 00. �. wFf, o �Ck 1 1 30 20 PER HEALTH DEPT. c wF/101wile 8' s - -� a `1��0 / N -o Z 47 �. AREA . rn N/F 00 DIMo PATRICIA POWERS p _ � � a � > ..�... -��:...�,,, °� °.�`�` ~.�� , / #123 BOG ROAD ASSESSORS MAP 045 � cs PARCEL 016 001 0 i I O 0 V ° ... .- / 1 g o --.._ �.. O. \ �1� ..»—� at M, ...�. �,. ..._. > d \ 179. 9 i N / �JTII23 <PREPARED FOR:LLj v t• Po t M `p CL DOUGLA S CROOK Enr b olpm , , . .. � ,,.�. 0 50 APPO LO DRIVE- �. 1. I 3, r.�. t' MCD WEST BARNSTABLE MA 02668 o \ --. / � �. � � ,� �. dcrook132® mall.com f � f / '°°I 7-1 . / V _ / -L L4 VP / .a » l , SC .�. 1 349 Route 28 Unit D o \ OUNb _.. CO� RET �. Yarmouth, Massachusetts W. Ya out c M , 0 o I (FOUND HELD) ' OO , � Mrowwr 026737ok COREY ELDREDGE N7754 V, 944 RIVER ROAD O.p _� �' S08 778 8919 H y ASSESSORS :MAP 045 I 0 �,, PARCEL 012 001 .9t, ` EXISTING WELL 2019 BSC Group, Inc. o r ° TYP. I a - IRON PIN �• SCALE: 1 = 20 N/F (FND) p , ` SARAH BIRD 0 0 1 \ �� 0 10 20 40 Fir #85 BOG ROAD �,• � ASSESSORS MAP 045 _ FILE:Projects-YAR\5033100\D\D\5033100-SP3.dwg i PARCEL 012 002 DWG. NO: 6610-01 c SHEET 1 OF 2 z JOB. NO: 5-0331.00' _.. _ GARAGE DOOR/PORTAL WALL. FRAMINGr OVER CONCRETE OR MASONRY BLOCK FOUNDATION j Outside Elevation Side Elevation — Extent of header(two braced wall segments) Min. 1000 lb arch _ ts Extent of header(One braced wall segment) tension strap,. 1 Strap shall be Pony centered at wall bottom of height, header. I Min. 3"x 11-1/4"net header e e e a Sheathing �ed architects interior designers builders filler if needed 12' Header shall be Top plate 16d sinker 299 WHITE'S PATH T fastened to the continuity is nails in 2 rows SOUTH YARMOUTH, total co a = king stud with required per @ 3"D.C. MASSACHUSETTS,02664 Fr=. wall 6 16D sinker nails R602.3.2 Iheight � Wood Structural w Minimum 1000 lb header-to- panel must be tel(508)362-8883 jack-stud strap shall be centered P continuous from (508) 760 - 2800 10' at bottom of header and installed top of wall to Max. on backside as shown on side elevation bottom of wall, fax(508) 760- 5800 height or from top of WWW.ERTARCHITECTS.COM 2'to 18' finished width wall to permitted O ( ) splice area 3 Braced wall line with Min. number of continuous sheathing Full-length studs shown king studs No.of jack studs 13@1 4"' X 11 7 8" LVL HEADERS ABOVE DOORS Full-length per table R502.5(18,2) 318"min. / kin stud thickness wood I SEE PORTAL FRAME DETAIL THIS SHEET C structural panel l sheathing THE TH E 2 Anchor bolts per R403.1.6 required Foundation per code Not to scale CROOK aFasten sheathing to header with 8d common nails in 3-in.grid pattern as shown and 3 in. o.c. in all framing (studs and sills)typ. RESIDENCE For a panel splice(if needed), panel edges shall occur over and be nailed to common blocking and occur Within the middle 24 in. of wall height. One row of 3 in. D.C.nailing is required at each panel edge. m.25 TS COLUMN Q Min. length based on 6:1 height-to-width ratio. For example: 16 in. min.for 8 ft. height. 115 Bo w ROAD 10'_4 1 /A" M ARSTON S MILLS, A 5 MA A.3 A.8 j I PROJECT # 150519 B B A.4 j.._. A.4 jx C 1 I �2019 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY ERT ARCHITECTSTHEREOF SHALL BEUTIUZED BY ANY,PERSON, FlRMINC. NO PARTOR CORPORA TION +, i FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN I ;t _r tII — ( PERMISSION OF THE FIRM ERT ARCHITECTS, INC. 1 THESE PLANS ARE NOT TO BE USED 2X6 WALL I FOR PERMITTING OR CONSTRUCTION 1 PURPOSES UNLESS STAMPED do SIGNED I WITH AN ORIGINAL ARCHITECTS CLOSET. GARAGE SLAB ^� STAMP AND.SIGNATURE & MARKED c��O O A IV,� Z I AS "PERMIT SET" OR "CONSTRUCTION SET". B G #..l PITCH 1/8" PER FOOT 4 X.25 TS COLUMN TOWARDS DOORS REGISTRATION L------------- GARAGE & OTHER FILLED FOUNDATIONS: ----------� 10" W/20#5 TOP & BOTTOM BAR. REST FOUNDATION ON 20"X10" STRIP FOOTING. ____ ____! .I F- PROVIDE 20#5 HORIZ. BARS CONT. IN STRIP FOOTING W/ KEYWAY, SHALL ENSURE THAT --- - ---- -t '-- PROVIDE 5/8"X16" ANCHOR I _ BATH ABOVE DOES NOT _ I BOLTS 0 4'-0" O.C. MAX. i f HEAD HEIGHT ® STAIRS - » LIVING CONNECT TO INVERT aLL AS INTENDED ___- � CONTRACTOR SHALL j 'EVISiONS MAINTAIN 48" MINIMUM 1 -- i FOOTING COVERAGE i DATE: REVISIONS: All i s 05.20.2 DELETE 2ND FLOOR CLOSET � BACKFILL Wj CLEAN 1 1 '_ UNDER ; �- i COMPACTED FILL -------- - i ---�-C114" STEP ono » 20 MINUTE DOOR 3070 I 9 1/2,. ISSUED FOR: 3070 DATE: PAD THIS WALL OUJT TO 2X6 WALL ALLOW WASTE LINE FROM FIRST FLOOR ND EXIT TO CONNECTUTILITY �y B ATH 2670 I rUNE)N PROJECT TRUE 1 0 / SCALE: 1/4"=V-0" 0 1 2 4 8 " " rAkNh, UNLESS OTHERWISE NOTED. A.3 SHEET NO. -► STORAGE I A . 0 LOCATE EJECTOR PIT/PUMP C FOR BATH IN THIS AREA C A.3 A-3 (�' � TOTAL NUMBER OF SHEETS IN SET: �V , THIS SHEET INVALID UNLESS OWER LEVE PLAN ACCOMPANIED 8Y A COMPLETE SET OF ,,� l" V WORKING DRAWINGS cht. ts 1 f�G (L rl el--A!„ .fL!'� D„ _76'_0" F!! architects interior designers builders A A.3 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS,02664 tel(508)362-8883 (508) 760- 2800 -- fax(508)760-5800 WWW.ERTARCHITECTS.COM _. —a—-- -- CABLE RAILING SYSTEM _. _ — --- --- _ --- AZEK DECKING THE CROOK -- RESIDENCE A.4 DINING ._ . ._...._ �__.. _ CATHEDRALEl r - - I 115 I CC I 3 CUSTOM SCREEN PANELS - I- L - ROAD -- I! M A TER --- W/ ALUMINUM FRAME _ — I, S S c R !=h!_E�C �__- _ -� _ -,�_- B E D R O O M _._, - P O R tj}-1 , 6X6 PT POST ENCASED i _ 'y' FLAT CEILING ' M ARSTON S W/ 1 X TRIM, PTD. -- -----� -. _ —� , MILLS, _ ._._._— !L. MA AZEK DECKING �- ---- - - R E A T ' E l ROOM sHOWER TUB CATHEDRAL It cc KITCHENN:1 CATHEDRAL F PROJECT # 150519 _ - - 1 MpAgSTER » ° (� • n I' BATH _ 2019 ERT ARCHITECTS, INC. THE DRAWINGS AND — 1 0 o®--- --------- ----------- —� t - 2sra ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND Lr ------------'-------- - _ PLANS INDICATED THEREON OR REPRESENTED 12' O I THEREBY;, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION �- ....... ._.__.�_.__. 2a�o i FOR ANY YSION POSE. EXCEPT WITH SPECIRC FIRM ER ARCHITECTS, N WRITTEN FINISH SHELF @ DN , BASEMENT WALL X _ BELOWL OPEN Q�) NX2670J RAIL FOR PERRMIrnN NR CONSTRUCTIOND CIS PURPOSES UNLESS STAMPED & SIGNED CLOSET WITH AN ORIGINAL ARCHITECTS I STAMP AND SIGNATURE & MARKED qI U AS "PERMIT SET' OR "CONSTRUCTION SET". i[: _ REGISTRATION -Iw M U D R O O M _._' m_ OFFICE WIC A TH _ a ____ _ - FLAT CEILING : _mo _ _ FLAT CEILING CLOSET REVISIONS L. e DATE: REVISIONS: » ALIGN POSTS 05.20.2 DELETE 2ND FLOOR W/ TUBES BELOW - A N BEDROOM #2 _i FLAT CEILING >r -I ISSUED FOR: C 471 - A,4 A.4 DATE: „ /g ' PROJECT TRUE irs SCALE. 1 le=1'-0" , » 0 1 2 4 S UNLESS OTHERWISE NOTED. MAIN LEVEL._ PLAN SHEET NO. A . 1 TOTAL NUMBER OF SHEETS IN SETT: THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS i y Nlz N XISJ - - - F) N &7 15 / Fig c -�5 1 TE PLAN OF LAND S LOOATION: -LOT ft)00 RP., MARSTONS MILLS, MA PREPARED FOR: THOMAS F. POWERS SCALE: PRAWN �)Y: a = �d TMw / \ M. jN OF `ems I J013, NLUf 5ER: PATE. 04-12-200, SHEET: I I W. OZ-145 REV.: SP-I � ; i �►' ► I � I P VVELLER N5�500 I ATD5 !645 FALMOUTH RP N SUITE -46 GENTERVIII_E, MA « e �[=1_...: 508 775-0735 N FAX: 508 775-0751+ yy 9 PR��ESSIONAL ENGINEERS & LAND SURVEYORS I.