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HomeMy WebLinkAbout0964 SEA VIEW AVENUE - Health 964 SEA VIEW AVENUE Osterville 4 A = 091 — 003 964 SEAVIEW AVENUE ATLANTIC ENVIROMENTAL Emergency Response OCTOBER 6, 1995 Startup of.Soil Vapor Extraction remediation system FEBURARY 16, 1996 Revision of Immediate Action Plan Modification November 1995 TOWN OF BARNSTABLE LOCATION It&&4k0 .4%JC SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. �3, C. -771-9.",J SEPTIC TANK CAPACITY i_Te7n r,A-1L f r ::I l IL t°�I t ►'�� STc��i�� LEACHING FACILITY:(type) EXQ i i KV_ 'i"(Zr1.le_4-Esize) NO.OF BEDROOMS OWNER PERMIT DATE: 97 17 -1 COMPLIANCE DATE: a S' �b Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY l• y h O ., Z 3 213 din .r. w. No. v Z * Fee '/�✓. r THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppYiratiou for bisposar *pstrm Coustrurtion Vermit Application for a Permit to Construct(tr"Repair( ) Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No. (/' `'' Owner's Name,Address,and Tel.No. Assessor's Map/Parcel S `j Inst ller's Name,Address,and Tel.No. ; '_ -7' I `l 34cf , Designj's Name,Address,and Tel.No. e ��a� �1'✓ l '�y'RLOiy'` �1�$� Type of Building: Dwelling No.of Bedrooms f0MCOVp4 Lot Size 2,q(ACC f S sq.ft. Garbage Grinder( ) G rast Other Type of Building 2 Sfy ,.��{ r�//.,v No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) F-A,,54.1V `j9D gpd Design flow provided a Y,S4.`nt `�9 gpd Plan Date 4iJ Number of sheets Revision Date Title S, 1F(4k 8--o e,/ 6-L e 4 C-e Zk4 f4_ud"j G' Size of Septic Tank 204b 64"1. Type of S.A.S. Aff&.+.Joa Description of Soil Nature of Repairs or Alterations(Answer when applicable) J'. `► a �, ,f-�v� & 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 Environmeptal- de and not to place the system in operation until a Certificate of .t' Compliance has been issued by this rd o0ealth.., 'Srgn Date %A Application Approved by Date Application Disapproved Date for the following reas Permit No. 51 71 Date Issued t y. Fee �y THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: S ✓ PUBLIC HEALTH DIVIS-ION - TOWN�WOF BARNSTABLE, MASSACHUSETTS Yes RppYication for: is osaY pstetn Construction Permit Application for a Permit to Construct( Repair( ) Upgrade` Abandon,( ) ❑Complete System Individual Components ' 7 Location Address or Lot No. S, V Owner's Name,Address,and Tel.No. o �v ! t, Assessor's Map/Parcel �q� Gp^� t i ct rl4 L c: (` G L Ins ller's Name,Address,and Tel.No. S l} - —7 l 1 9 34 J � ig er/'s Name,Address,and Tel.No. �t % O^iCll.�i� �1�1�\ v(rt�jy:�I r`r�C�nf�'t,'?I(� I G/ Qv3i R.A . g� yY J 5��e 33 Type of Building: Dwelling No.of Bedrooms ti�k(ovt4 Lot Size 2,y� ACr S sq.ft. Garbage Grinder( ) Other Type of Building 2 S! f ra 5 L yp g / 4- rf r/'d;(' No.of Persons Showers( ) Cafeteria( ) Other Fixtures - Design Flow(min.required) r;5 l n s 9 9 o gpd Design flow provided gpd /l Plan Date 4L." / Number of sheets Revision Date ' Title" 'S;-re �rcr" f l c�o r&� 6 a r A {-e Zz4r 4 J 4 Ud• G Size of Septic Tank 2�6a (�R�• rr"fp I C Type of S.A.S. l�S�•'.ot 7 5 ���C icy p art ;., S�o" a 'Description of Soil /l/ I � Nature of Repairs or Alterations(Answer when applicable) 6'k7.e f o n_. Q t,S -'e: 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 E ironme de and not to place the system in operation until a Certificate of Compliance has been issued by this • and o s ealt ? gn Date ` Application Approved by ' ' Date Application'Disapproved f' m Date 751 for the following reaso s a ,— ��# fi ,Permit No.?�/�j 1 Date Issued ------------- ------------------------ ------------------------t --------------------------------- THE COMMONWEALTH OF MASSACHUSETTS s' BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned by)by �V/�� C.Q)dkl r-,-- at �b�/ ` P� !/, «- !/P. has been constructed in accordance Q _ wiih the provisions of Title 5 and the for Disposal System Construction Permit No.,4 S-�dated ' 1 7 70 Installer Designer Scr/�v4k ch ;s/,rC;'� , #bedrooms �( �,S�, ., t Approved de flotw Ft�. ," 490 gpd The issuance of his permit shall not be construed as a guarantee that the system I funcfi n as desig ed. Date Z� ' (o Inspector�d kA ✓ 7� S y I --------------------------------------------------------------------------------------------------------------------------------------- No. — to, l 1 Fee %P/70 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE, MASSACHUSETTS ]Disposal *pstem Construction 3permit Permission is hereby granted to Construct(`�� Repair( ) Upgrade( ) Abandon( ) System located at f�y rPc f 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:Constipction must be completed within three years of the date of this permit. Date d �� ��5 Approved by �w MAR-02-2016 06:07 From: To:15087906304 Pa9e:1,'1 03/01/2016 10:33 5084289617 SULLIVAN ENG INC PAGE 01 4V-of 3rit f Town of Barnstable Regulatory-Services Richard V-Sc*Interim Dix'Ktar ffrASM NAMl Public Health D(Vlslon Thomas McKean,Director 100 Makin Street,Hyannis,MA 02601 office: 509-862 4644 Fait: 508-790-6304 Installer&Designer Certitieatian Farm Date: sewage Permitit 15-; 7 Asse:sor'e MapT2rcet Q � Designer: ,1'1011h «ems InstalletC: � Address: 7 Arkdy W /PO BOX _ Address: Con $ i jt� rsCTr1,T was issued a pennit to WSW a (date) w insta ex) septic system at UI based on a design drawn by ( ress) dated esrgrier) tl�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" distribution box and/or septic tank. Strip out (if required) was inspected and the ®oils were found satisfactory. 4a ,k rd^*eca,�e- c" s m.A *.-o e-. o-f rs, I certify that the septic systern 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. 1 certi system referenced above was constructed in con fiance with the terms of roval letters (if applicable) OF,saSs - JOHN C. In er's Signature No.481 �FOSTf SQk� U 1 • Fs,Sr aU�� Designer's Signature) (Affix Desi p Here PLEASE TURN T STABLE PUB HEALT DIVISION. CE TAIFICA OF LYAIYC LL NOT lE ISSU UNTI OTH T I5 FO BUILT CARD ARE E�CEWEQJWTHE AAMSTABLEPUBLICHEALTH JHVISION. HANK.YOU. Q;1Scpticli7esi�erCmtlflcationForm Rov 1-11-11_doc Town of Barnstable P it I • �ila�Pbl ]Depae'tmoit of Regulatory Services y Public Health Division ]Date 21 70_k8& 200 Main Street,Hyannis MA 02601 - Late Scheduled_ ITin,e /�., ©0 Fee Pd. r D Soij,,5uitability Asse�srnentfor Sewage Disposal Perfonncd By: Wihtessed By.: ILO CATION & GE N ERA L ][NI[i ORNIA7 ION Location Address V Owner's Name Address f� n Assessor's Map/Parcel: 'p Cngincer's Namc Lj CLJ ' NEW CONSTRUCTION REPAIR Telephone If - ,) 3 6 Land Use Slopes(%) 10rr � Surface Stones Distance's from: Open.:Water Eody 9)C)_IP Possible WeL.Areo `�� ft Driuking•WaLer Well ?\}D f[ Drainage Way,' ft Property Llne f[r Other ft SKIE''J C HL: (street name,dimensions of lot,exact locations of lest holes Bc pert tests,locale wetlands'in proxinuty to holes) D 5 , 30,,' Parent material(geologic) 0AXri.-*I4 )64104 t' Depth LwBudrock Depth 10 Groundwater. Standing Water in HOle; M Weepiltg flail] Pit Nor Estimated Seasonal High Gioundwater 1 Z1 ` lD]ETERA NA7I'J[ON FOR SEASONAL >FdJ[GH V'6'A7['ER TABLE McLhod Uscd: Depth Observed standing in obs.(role: In, Depth to So]I aluttI5S1 Depth to weeping from side ofobs.hole: ht, C)Yl7ui16!WltLer 1d�u8inient„a� �� e lt. Index Well I# Reeding Dale: Index Well level _ Ad�j,)'1Alit0V' y,F_ Ac I.Oroundwater LAvt•I PERCOLATION T +'S"Y :�ula — A'laa'Im Observation HOIc## .`` •Tinte tit 4" _ _ Depth of Pcrc Thrip at G". Start Pre-soak Time @ Time(9"-0") End Prc-s oak Rate MinJlnell Site Suttability AssessmcnC Sile Pessed_ Sit..q.Failed: Additional Telling Needed(Y/N) �..� Original; Public Health Division Observation Hole Data To Be Completed on Mack----------- ***If pri-colation test is to be coaaalla➢cteel vviLinin 100' of vveda➢nd, you >tn➢uslt lfirslt notify tllne Barnstable Conservtatioii Divisions at least one (A) week prior to begann flog. Q:\SEPTIC\PLRCPORM.DOC -1))EEP-OBSERVATION Depth from Soli Horizon Hole# Soil Texture iTOLE LOG Sail Color —'— Surf,�ce(in.) Soil• (USDA).. � Other 0 (Munsell) Mottling (Structure,Stones;Boulders, �,°� Con Isle y °/a Grave_�_ 41 � �o �r(L ` Depth from Soil Horizon TIONHOLE LOG Hole # 7/ 5arface(in.) Soil Texture Soil Color (USDA) Soil ) (Mansell) Mnttlin Other Y „ g (Structure,Stones, Boulders, Consis etc %C FL% EEPOBSERVATIONT-TOLE LOG Depth from Soil Florizon Hole Surface(in.} Soil Texhrre Soil Cola[ --- Er (USDA) Soil (Muns411) Mottling (,Structure,IStones,B oulders. Co siste gy T Gr,vell �— — ]DI]E P11 OB S E][1'VA 7C.1 ON 11 O L g' Depth fi-om Soil.Horizon ®� Hole# Surface(in.) Soil Texture Soil Color Soll (USDA) Other (Mansell) Mottling (Structure,Stone&', Boulders, Cons' tangy 'T b orlyeh Flood I nsyn-ance Rate IVpa� Abnve 500 year flood boundary No Yes " . Within 500 year boundary No Yes Within 100 year flood boundary No� IDle>pt➢>I oat&tntra➢➢y__ccurfiig teria@ Does at least four feet Of naturally occurring pervious at rlal exist in all areas observed till•oughout the area proposed for the soil absorption system „ If not, what is the depth of naturally occurring l)ervic s marol'ial`? Ce�tllf— acaVan A certify that on �C _(date)r 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 nd experience described in10 CMR 15.017. Signature Date Q:1SC,PTICTERCC0RM.D0C TOWN OF BARNSTABLE LOCATION��y' S&AV IeW AVE. SEWAGE# 2611- 7j51 VILLAGE 0%CV101W-J , ASSESSOR'S MAP&PARCEL 9 INSTALLER'S NAME&PHONE NO. IJ l t.et(,S 'TU I nzr- 50B �167 SEPTIC TANK CAPACITY 2,000 GrACL >. LEACHINGFACILITY: e ) (type) 5O0(,,1'►L !7� (size) 83.SX� l 2 �! yNO.OF BEDROOMS q OWNERCSCOWG7 I-Aa(s�/�`f' II, PERMIT DATE: 10- 1 Q- I I COMPLIANCE DATE: 04^I2'1'Z J Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well I d Leaching Facility(If any wells exist on site or within 200 feet f leaching facility) Feet El Edge of Wetland and Leach g Facility(If any wetlands exist within , 300 feet of leachi f cility) Feet FURNISHED BY t1c �i IA Za o �•Z)3A* - Ih� -• ►� z•: SPgvr'e rrvg- 4 v C- 4);z o No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitation for -Disposal *pstrm (Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) gComplete System ❑Individual Components Location Address or Lot Nol 1041 Stogy. i" vwo— Owner's Name,Address,and Tel.No. Assessor's Map/Parcel t_ it)L I Install@er'S N� A dr d Tel.No. Designer's Name,Address,and Tel.No. NiGisKi1S � a z.S(o/ w r (es t9 L Ito•,dlolr/$6 JW*,WA A.& �Ja Dan 07a4ta-- 'f7� _ Type of Building: ' Dwelling No.of Bedrooms q Lot Size O� sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided atll D gpd Plan Date b • l Number of sheets Revision Date -- Title \�'�2. S\ ��y, Size of Septic Tank 2 1 OO y .1 Type of S.A.S. Description of Soil j<< '(��5�` �fl d t 19 q 0.1\ � 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 al Signed Date 14,,WdACd U/2- Application Approved by �L� C Jd V s Date Application Disapproved by Date for the following reasons e Permit No. ��l�— 3 ,51 Date Issued THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) M A DATA T• ��sT �►` �' .Fee 111 THEC.OMMO`NWEALTH OF MASSACHUSETTS Entered in computer: . PUBLIC HEALTH 6,ivi'6N - TOWN OF BARNSTABLE, MASSACHUSETTS Yes licatlon' for 331s oBal stem Construction erm' it ' Application for a Permit to Construct( ) Repair( ) Upgrade(r)'Abandon( ) Complete System ❑Individual Components �,. . Location Address or Lot No. A6t;l �oc._ V°i e w ka\-Ije Owner's Name,Address,and Tel.No. ���v i l! c ..\ �� (j'c)r cz r�o G l,', e, e, e w 1\, 1? Assessor's Map/Parcel ;+` �� ' ti 0 Installer's Name,Address,and Tel.No. ` Designer's Name,Address,and Tel.No. 7 Z- p.l�; �� I . .ua 1 UN 1 7 61� ~ Type of Building: Dwelling No.of Bedrooms e. Lot Size ()+-j f`,ulL i sq.ft. Garbage Grinder( ) { Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ' Design Flow(min.required) gpd Design flow provided `��u gpd j Plan Date Uc. 7.r�1 N Number of sheets Revision Date l� Title Size of Septic Tank Type of S.A.S. Description of Soil * I I - Nature of Repairs or Alterations(Answer when applicable) i Date last inspected: ' Agreement: The undersigned aagrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in' accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. } \ Signed �-'__, Date %' :' 'oI Application Approved by + �LtiMnt»tiCJl V ' ` Date Application Disapproved by,,,i Date ' s for the following reasons Permit No. a-b 1' 5 Date Issued I& THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance V THIS IS TO CERTIFY,that the On-site Sewage Disposal f `<system Constructed(L•a Repaired( ) Upgraded( ) �. Abandoned( )by f �'/ d d� f �.✓i.y�J.Z "'�U alit � // I jA n� inst.. at 6�f C ' tJ�- /4^"'c. `has been constructed in accordance . ' with the provisions of Title 5 and the for Disposal System Construction Permit No. 196 1 1—5 S' dated Installer )\J, !� �i «�i1f/la -rts�-� � Designer p #bedrooms Approved design flow I !U gpd R The issuance of this permit shall= t be con rued as a guarantee that the system will r'ctio gn d. Date c Inspector �7 - No. (go I l"3 5 f - Fee r 50 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS j Veposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repay( ) Upgrade( ) Abandon( ) System located at cg� j and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with 1 Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit,,------, If Date Approved by �•, r `:x FROM :dour► cdpe "ineering Inc FAX NO. :15083629M Apr. 25 2W 61:13M P` i Aci , �� n+ns�e�rT� •� ' 200 m2im St>nsCt.frrJnnbe,M&07.601 Oftkv 50 M4644 _ rax: S94-7S'nd'LW 1 ► It1tr�{E 1�ea , 'CYtiCalru Fortin , Dales ��.,... wa epetuni(O Apmermir'R1VrapT.,.,i D FVO I?meter: �, i)va� n + 1V1►7�_ 1 eFgp�,�eX; J r�to t-A Alt Ou K � .`,was issw.,A A patmit to iailla a a�t�:j� ,u�ataucz) s�7,tic sgst�et. �,�L/ea, l/,+e.oJ ,, -- ��t;cl ors a u►��,cb-aw,o by (sulcireer,) . •1�a•ns�� �� � aid. PC PW' dA�i__. /� �� !t _ C tom) I car*tint ihr.'W.Ptw,"StM ,tcfrTcnacd alc%% wa.'s imAaHul sabsft6ally twwrdiug to &,e dasip,w wxiy iLHIA&-raiurr gVruved chikn;s9 mob a4 luteml rs krgdnn of lbli ai,<tributoja h(w andbr mnfn taTtic. I certify that the skllmi'! yyy{=rCfeTenced aheve was w.gbiled frith rtiiloT ch&pgw, (i,G, pieabcr than 10'la rT W rrkx;sli on of.tM`I,AS or?4,y vwiml ie lomt oat of any cowpomml of the Qeptic!;r=)bui in Hwmdanre wit} Stato �C. LmAl R:~nations. PIRU n visjou or rrttjftrd as-birilt b7 dri.prias:to.fallow. d41AElA �' ;[ti€taliri's�.t�,tumue CVI�L Ns 1 yea sr a ' _ *� 8drgiyA 8 'Th:�i� �rler'a SiQ.i€trLtcn) x�> rc's 54,mp ,r,;� X►t.,;EFW TtM4N. ru OM44MA. ftdu. L Nagic;yMUMMAT .�.we [.'[Jaq ,y�l+jf_T iNlrlf, tQtY]' m rmurz MDT.ML LrnRX- Ofil As.WTtf;r. r.Alin AtEtE itylut�x•1�-�'+:1Rn�i•�+>•r�l� >rrc T�aAr.'t�r��,,t���rx�rtrc icata.. , � J �FROM :down cape engineering inc FAX NO. :15083629880 Apr. 25 2012 01:13PM P1 r•' la OR a Sri �1d.1tYd.^.AAISF.F 200 1VJl hu 3Q71-eel,'lHly um nii,.lQ:➢.A.tl)(AD Fax: 5pa-74-6104 Date: (� Sew 2ne Fe,r`uu R# ;Zo....sgargsc0r,.q 110'2P`,lf°a0-c6 J ,Dc,nL cr•: Qbb vj �(.r off,y�'/�/ �]1 j�Lpw.S issu r..a'Pl:mit to iustilll it suptic sysfem at ( �. / _,V V I e.t.) Ale '�iisc;d tags a+ ctii�pn dTLMI.11 h)- (Lddre^ ) j. 04, J,. PC Pam' dated V I crstify that t11e septir. „ystnm.rcfrrer ccd al-)cv-e Was u' ,',ailed s'ubsttarlL*ally according to the de"ivgi, 'wl:llcll may iucludc: nur.oT aprmved cha.:Fi}?w, such as lateral relocation of L'sc: d',tribition.box Rnd/oT 8d-P[,c tads. T. cel-Lil'y Thal dliC: svpdc-, sy�:uu rufomrced above was uistailed with ma;or r,1;F;n,grem (i.u. ;),j:eateT than 10, lub-mil rE:localioil.ofmE Or aay wzr,cal. r-Jocat,:Qrr.Of ilay coxup0120111 of the septic system) but in Ltcmm-dance w.it.Lc Lo :al R.:':r_,ttlatior�s. Plan 1-t-,visicIL or crrt fi1YJ.as-bu Pt 117 de.^i ,n.e�to DANIELA. 1u4ta11cJ';� .ipL,:at�lre) d OJALA CIVIL N �No'46502q 4a SSroNaL tag (TYc�;i;;rier's :7ig2atlue.) (Affix Dasigiiaz's Strimp Tide) PTI.G..+ST 1•:E'L'-u:R '1O .1;A.LS3'TA]131L 1'UBLJ(-'._.tVIl+_,�a,'I.'.1� (7gt77TCATF 0a;' 1 ,),-NOT BE h0iJED, 'U 47A—5, BOT.T. T..RS �'Q*.LPI!V_ A1I 10 ALSo'-X761tA! CAW) AT' E 'RECEIVED B k'AWKRARi TSTA3LE P IJELIC H7,,A,T,TR T)TV1ST.011TT, TTWJK YOU. 0:Elralk�/"rpfi�.TYa:;i+p�Er r'.ltiil�Rtfou rbIm i 1G Ur�.da� Sunroom Entry/Foyer Dining Room ap , Family Room UP I Living Room — — — UP I s jjp Kitchen/Breakfast a Pantry 3 Dressing Room Family Room Chirmey - - ' I Laundry/ s Bath j aILL. Existing Lawout 1 st Floor DESIGN•BUILD.RENOVATE Sheila and George Largay q64 5eaview Avenue 33 North Main street OsterVille, Mac 02655 South Yarmouth, MA 02664 (505) 394-0532 5epternber 12, 2011 UAILW.George Davis Inc.com Bedroom Bedroom Bedroom Bedroom I Open to Below ° Cn ° DN • Bedroom ; 0o Bedroom Bedroom • x - a y Bedroom Chimney � _ Bedroom DN o1-e 3/4 0 Existing Layout - 2nd Floor Area above major 1 st floor work 5 h e i I a and George Largay DESIGN.BUILD•RENOVATE %4 5eaview Avenue 33 North Main street Osterville, MA 02655 , South Yarmouth, MA 02664 083 5eptember 12, 2011 uAi w.Geo Davis , L — — — —— — 36"x 36"Acre— — — — — — — — — — — n{ — — — — — -- — -- — — — — — — — — — — — � F a� CEILING NOTES: I I 2 x 6 Gelling Joists @ 16"O.G. e I I Furring R-36 F.G.Ins. /vaporr barrier %z"Gypsum Board WALL NOTES: 2 x 6 Shoe Plate LL I I LL I 12-2 x b Top Plates -i 2x6 Studs @16"o'.c. FLOOR NOTES: Built-up Headers-per code O 2 x 10 P.T.Floor Joists-16"ox. I,= .S Sheathing `x YV:G Shingles Blocking Mid-span 1 5/8"Flr Plywood,nailed R-31 F.G.Ins.w/vapor barrier R-30 F.G.Ins.w/vapor barrier 1/2'Gypsum Board 1-4 — — — — — — — — Yz'P.T.Plywood on underside ...I, . �,w.,...MN' •n:!»F .Y•�w... —ue� -.. ..A.nrY..._ti,. {S �v4s.....a•r�.nn .:` vR �n .`Rs. ...6"� I l L — — — — — — — — — — — — — — — — — — — —� FOUNDATION NOTES 16"x 8"continuous keyed footings 3,000 psl I< 21 1-611 8"Concerete YVall-3,000 p.s.l. Cl --� 518"Anchor Bolts-embedded min.T',wiht 3 x 3 x 1/4 Plate Washers \ \ Bois to be located 6"-12'from corners ' r` e O interim bolts located per code specifications I / 3"concrete slab over b mil poly DESIGN BUILD•RENOVATE She ila and Geor a Largay 9 9 y c%4 5eaview Avenue 33 North Main Street Yarmouth, MA 02664 OsterVille, Mkt 02655 South(505) 394-0632 September 12, 2011 uWAw.6eorge0avislnc.com Exsting-Remain E B FI ... _ w� ry —'1 �i— G'-71r � r... Wet 1-3ar-9 Pantry I Pantry&Desk E 'I _ 102410DH 6073 664,OR5- - g I :—.-...---- --------- -- 14'-1011 — — — 2s7o — — — — — — — — — — — — — — — — I I Ip E E - F jmlture Piece I I Ceiling Drops This Area To N LAUNDRY CV nbt Including In - i F Proposal E BATH } ll _ CJ r"i 7' ------- 321-711 — -_ Exsting-Remain Existing-Remain Existing-Remain Existing-Remain U P CIQ i — — — — — — — — — If ! o !I E Frame Soffit to Match Lower Celing I 9'-1 If 11L — _ 3670 I I I (Double i l—�1.1 ..l Trash— A G..._— ' 541 DH - 64410 'h L Pliii-out Windows in new position 2670. vN'a .�.u.+k v51 -, - Pa.Th—gn 1 rl .GOabR1 ck p, - - i` �'"� CLOS�T Bench udth Drainers below � _ 3F- n - - - - - — — - - - -J r.y — * 2670 C� Reuse salvaged - o L0 doors anno ,here - _ N _I I``• HALL CV M ENTRY CO -,�- Nor-low: 2470floor Ian 5 h e i l a and G e®rg a Largay T —� '� r DESIGN BUTLD RENOVATE -17 Dog Food Co � us xsIn ATH I I 2I P estal re tr Recbcling Center coptalners q64 5eaview Avenue (6 Ins) 33 North Main Street OSterville MA 02655 1 /q."_ � '_ 0" South Yarmouth, Mee 02664 r, 3,-3„ 2i DH..._ 3'-9F1 =.��_21-51'2-"f - - -,27�1`-811 3D7o _ ,270 508) 394-0832 5e tember 12 2011 p I ----- ----- ' --- - - — 21'-61 ,-,- I- - -- - ---- - - -- n�i uAuw.GeorgeDavislnc.com fE 14'-10" - Roof Notes: 2 x 12 Ridge 2 x 10 Rafters @ 1.6"o.c. '/" CDX Plywood 15 lb. Felt Asphalt Shingles Ridge&Soffit Venting ao 0 0 CV CEILING NOTES: 2 x 8 Ceiling Joists @ 16" O.C. 1 x 3 Furring @ 16"O.C. . R-38 F.G. Ins.w/vapor barrier '/2" Gypsum Board. WALL NOTES: 211490H 2 x 6 Shoe Plate 2—2 x 6 Top Plates J '°'° 2 x 4 Studs 16"o.c. FLOOR NOTES: @ 2 x 6 P.T. Sills on Seal Built-up Headers—per code 2 x 10 K.D. Floor Joists— 16"o.c. '/" CDX Sheathing Bridging Mid-span W.C. Shingles Fir Plywood, nailed R-21 F.G. Ins.w/vapor barrier R-30 F.G. Ins.w/vapor barrier '/2 Gypsum Board Floor Plan end Floor Addition on 1 /411= 11 pig North Side Existig;Room Below- No Changes fi I:I Structural Gross Section 5/16��= 1 0" F 5 I I e i I G a n d George Largay ' DESIGN BUILD•RENOVATE q64 5eaview Avenue 33 North Main Street Osterville, MA 02655 South Yarmouth, MR 02664 5e tember 12 2011 uA.UW.�eor eDao83nc.com , r Proposed 5unroom Addition � N = u,c � Bedroom Bedroom Bedroom Bedroom 2nd with 2nd Floor Addition shown g Bath Bath I , I I. I _ I � I Bedroom Bath Bedroom Bath �"'` Bedroom I , Bedroom i I I Bed room y I Bath Scale - shrink to fit Sheila a I I a V e o rg e Largay DESIGN!BUILD RENOVATE q64 Seaview Avenue 33 North Main Street South Yarmouth, MAC 02664 Osterville, MA 02655 (508) 394-0832 September 12, 2011 uuw.GeorgeDavislnc.com I ..T_...._...:... ..�...,.... ...-, __.. _. ... _ ....._ -_-_--.._.- ._. ..-. _,..._...___ .. ...... _. � I i'F.,N�I'' .: ��, i - �.II it --I i i i:; I�• , :.,{_ i I I 4 ! j ��-. I ' I . ,.:,,_ Fffl F-] El I P__. _ ..............................-J i_...: .; .......... Front Elevation ............ L' WTIE iif _Ml 1 r �_ �_�I' j ;f , IFTTI FMI Ml Ma . It . .. :.. ..--.._.-.__ - -........... _ _ �• •N r. , w, y yyw Sheilaand George Largay DESIGN•BUILD>RENOVATE q64 Seaview Avenue � 33 North Main Street Osterville, MA 02655 Right Elevation South Yarmouth, MA 02664 (505) 3q4-0532 September 12, 2011 u),u.Georgp0avislnc.com ._:.: __.. . -= - --- jl�I ® ® r � ._.__.... _. 11, I '. .. I I f 77 f nI� :Ilc_ - I I �i LL] .110 LLD] r ------------- Rear Elevation ............................ .......... ................ I � ;u [1] 1 I t ! Sheila and George Largay DESIGN B�LD.RENOVATE q64 Seavlew Avenue 33 North Main 5treet Osterville, MA 02655 South Yarmouth, MA 02664 Left El evati o n (506) 394-0832 September 12, 2011 www.GeorgeDavislnc.com t ji $ E O V o � C V L to I N co Ef6STINS la'-6• 2'4• 2'-6• V . Rya R\� �I� �a �ula �� lu✓•� a C°1 A pp pp pp �F•.> Ins( O y 0 tp V � y�1 ATLEILINS/ALL-5 AT FINISHED SPICES DOUBLE HIRIG-3°153 LTR IN E%I5T x ai —. OPENINb GARAGE - p raumla:.e/e) � - Exlsrllas BATH. I''���`1' a../ '. CDDOUBLE HUMS-2441 . - REPLACE PORTIONS OF �T BAR � - RO, - E%ISTN6 rou FOR - MM"EN (b 161 - 2 ,.^ +-• KM DOOR OPED65TILE kd T-O•HEIP TE APRON c _ 0. (FINI•1D MATERIN. � --------------- By - � fC . - TO 6E ARGNITECT) L -*rl0 LD-___ I I 3'a.V2° 5W W-6- I'A In B'5' 2-' Y 1 ry ' - DOUBLE TUNS-2553 LTR.IN E%I5T. I I - . T 45 3/4 _ OPENING I 1 I I 1 - CO 9 V2' B V2' 9 V2' _ S MAITINS:6/6) I I I 1 I PIftE CODE DGYJR I ' • - - . I 1 I I 1 ��2��INNN-0TTT%6.B TLN S - I - .. SITTING DOUBLE �^ 4 RO.: 1 3/4 X 4-I 94q m _ MA7fIN5,(8/B1 C LLOOYYBt CELN6 ATJ .� IPff".:Orl 71512 - 6E8NL RAN NOTES Q %'I.O DOOR - a S RO.:3-2 V2%,1-9 I'-0' 9'-0• iT'A In. 7'A In• ry -ALL EXT. LLS TO BE 2%65 o 16' I I m I AL16N WALLSYU - + OL PLES5 NOTED Of1ENMSE) -ALL WT.YIALLS TO BE 2*5 o 16' t Of.AR6Pfi NOTED ODERMSE) 3Qy e ����6L� g Be I S M(fTPOVC a DOORS TO I I I N! -PANELS((y 24 QA 1D - $ W ah S�. mm -INTERIOR DOOW5♦CAM'OPEUNS LOCATIONS f I , m�e o-'ae P'✓3P NOT DIMMIO ED ARE TO BE LOCATED 3 STUDS (4 In)FROM THE CLOSEST KALL AS SHOM!IN PLAN __ 5 DIO OR CENTERED N SPACE q MNDore AND PRe+cll DDDR ra aE Pau I - — ( ,bREM oo•c' C A4 pal �+.:-+of FLAT/ ISO"PATIO DOOR-TIB6 IP/A) p -11.� �^ u`ae e "ARCHITECT 5EMEW2-5 3/a x 3JI 9/a 4 k-T.''sl"��. (REFER TO ELEVATIONS ,R M.NTIN N5:(6/6) _ MAITINS 13 YUDE%S N16f� - •' <m&6i m—e@H 'a8 mF S PATTERNS) �e 9- 1 -1 -REFER TO ELEVATIONS FOR MOON : : RD.NEI6M5 ABOVE SUI OOR i PATIO NLn • -.FRONT ENTRY DOOR 8Y SIMPSON � : - � - t O_�o t; -- — O >t - logo - Io WALL/DEMO ---_- OV EhLr n TO BE R1a <E REMOVED - L.�V REMAIN YWI.5 TO (n- i.L MEN MALLS Q Ln DEMO NOTE5 =p [CS 0 B4 In' '4 04I1n' 1'-0 - .B'-1 In' 1-0. IO'4• 1/ EXISTING DA%W MNDOINS 8 WALLS - Qn TO BE REMOVED AND PATCHED A5 EQUAL 5mI1 2'4 YL' L_ NEEDED OR REPLACED AS NOTED. 1'!' IB'C job no.: 15oa Exf5TN6 U 24'•0' date io sEPTEMBm 2015 TL - scale As NOTED F L O O R P L A N _ drawn: KYUM LINNK AREA•891 W.FT. 6 = W. . SCALE, 1/4" • I'-O' ARASE T27 W FT .�- � � � rev. �r rev. A-2 c ISSUED FOR PERMITTING snt Of s i ASSESSORS REF.: m Map 091, Parcel 003 OVERLAY DISTRICT: AP- Aquifer Protection District p _� �s ee FLOOD ZONE: h AE Elev. 12' �e X 0.27 Annual Chance. •f "' Community Panel No. ,�250001 0757 J LOCATION MAP: Effective Dote:July 16, 2014 Scale: 1"= 2000't ZONE: RF-i • l - Area(min.)87.120(RPOD) a Frontsge(min)20' Width (min) 125' - Setbacks: Front 30' West Bay side 75 z Rear 15' FL00=D DIRECTIONS: From Hyannis Rotery Take Scudder Ave. to the y stop sign and take a right onto Smith St. and continue to Craigville Beach Rd. Turn Left onto a I South Main Street, left onto West Bay Road and a left onto Parker Road. Turn right onto Sea We. Avenue, the property is on the right H 941, 4 chain Cin eloniny all � �- zz k Fence � Nbod Retain h Bua, SF3_?4B0 I o/i Fe f Brush6chain I.__ \nce 9 g• ... .__ H/d d- L v i awn 9 F\ oP. ! � Sill Elev. 14.5' \3 ?• I ! JO^Existing \ � _ l Single Family - Ix 1 styW/f D elling \\ Lawn \ � 3 - av gel Drive Motet' i \ \ / Sill 10'Stockode \ n 3 Ele, 14.6'r Fence Feee ir, to be e `FoImed \ a �-\'Q k lZ• Z I . Prior td any Won, �29 C P - ,a 13 � PROPOSED G SEPTIC LINE - -12 -.. Existing 9 Bedroom / Septic Syslem Permit X2011-351 William C.Carey rust / \ Drain PGarase (nCd DH/CB Dead Co T#179425 CATCH BASIN _- _w/Art-Studies/ Ind COVER TO BE —'- RAISED TO GRADE p ^ �`Lawn 9 D t Pole Christopher ST.—Trust 1' I Deed Cert.y 198228 Gravel Drive .-j3 - / Lawn ij UNDER GROUND PROPANE - TANK TO BE RELOCATED CONFIRM PRIOR TO ANY CONNVERT Y 11�RK J - . —PROPOSED IMPERNOUS BARRIER f FROST WALL TO BE WATERPROOFED , Lot#22& 185 — H.3 0 Q 4Ik Area 2.41 Acres - h w Per Town Assessors End of Generator o 0 1 U 11 ned Pad 3 Ily wateroW DIN 9.4 ly�O Existing Tennis Court' Z `I G l3 Wooded Area Rhododentlron � \ 1238 I .•p - •, \ \ Utility Pol N L i 2 r End of ul fityr S' o - awn<a Imes el«In< .'Nl m m IN .� wl 0 ` Ilk 9C e \ ` F-e Wooded Area I2� I I s \ ate ea ' --- r' L ' V� Gas I 2 OH/DB LEGEND: (//r C�z Sale 3 Ind O CCB Land Court Bound /�� O CB/OH Concrete Bound w/drillhole Q _ __�—- O SB/DH Stone Boun d /�w/I w/drillhole ` \p/yw v�/ Cc57 I LCB I� V Hydro `+ 4 Ind Rc 4 ----25--- Elevation Contour \r'r 4 \ Water .62.•.R=434.67 {} Light Post \ Gate i e-(Z� Utility Pole \ -12 Conilerous Tree / \ r•65 Deciduous � � \• ' Ll.r ..13'--.-... Holli free Ofi/ifY po e TITLE: Site Plan PREPARED BY. PREPARED FOR. NOTES: Proposed Gara a/Art Studio p 1.) The property line information shown Was 2 A 9 En meeringp& Sheila K. Lar a & George H ll TRS AtSullivan b b 9 Y g compiled from available record information Consulting,ins PO Box 422 Osterville MA 02655 from a topographic information Was obtained 964 Sea View Ave. Iwfl1�a3�a4•P.0.Bm1689•TPorker RueQerkgII le,MA OM56 from on en the ground survey performed on seci®sw,henengin.com•wwwswihane�acom or between I3/M.4R/15 and 1/APR/15. V Barnstable (Osterville)Mass. Draft' CTR Field: WK, CTR 20 0 t0 20 40 80 3.) The datum used is NAVD '55, a fixed mean DATE: SCALE: Review: J00 Cam Review: CTR sea level datum based on RTK Bench Mark set August 17, 2015 1 = 20 p/ by Applied Coastal Engineering. Project: 340037 Project: Largay FOIDATTON 6B6iAL NOT®: OV . _ _ la'-0• '-0' 2'C -cN 2VA FROST allMWAL.L4 ro�1IN THICK -54LLS NI BE(SI2X0 R'T ANCHOR B 1TSAITD)W L M;K' - ON ,.Fo a16.E55 NOTED)laR F MA SA IFII OM 9TM ANCHOR BOLTS R HAVE OL.MIN.AND - LONG.POOINS W KEY RFJ6Nf OF WILL 6 Q'PROM BLTS CORNERS -.0-O E TO NAVE(27 2X6 ASE . - TO BE EASED ON GRADE CONDITIONS 4'-0' W ANCHOR BOLTS AT 2'-0'OL)B0.M SMALL ENGAGE _ MM.FROM FIX 6RAfR TO BOTTOM POOTINS) BOTH PLATS AND Be FASTENED W 9'13'PLATE INASHESRS. - t . . THEM SMALL BE A MN.OF 2 BOLTS PER SILL.WASE9t ' _ fd • TO 94T ON UPPER SLL.SEE DETNLS NOTES AND SGIEOLLE &ARA6E SLABS TO 4'CONCRETE ON DWb.S-9 POR ANGNpR BOLTS Ai)D OflE3t aO$gW ,m t .0 (SRO PSU ON%6•XDRY RADED,RAVEL FORFaA OF UPERETRcri"RE.TO BE eve mPD R:. ORB COIF.S.FE h PPDRY oBOCAN SLAY MM C ro BE slap®APPRDx r DorN To ovEPaEAD DaOR9 0 `a' _ -19MSN SLABS TO ae 6'CONCRETE ` M IWAN 41 N. 15500 F90 W MH 6X6 W.4XW.4 KIM CO O q �. FROM&RACE TO - - IE9N ON b MLL.VAPOR BARRJER - BOTTOM OF FOi1N VIE 1ACED g O6 OVER 6RAV ..-. COMPACTED E TO L- 6 CRY DENSITY � a m w E i ... •CONO.SLAD W 6X6(1.4%IA&URGE)WWF U SET IN CCRITCR Q%� p 9/ XIS QS W f4�3T••WdL�Ty M J yM,AL�L-(TO•RSf.OF ' TOP OP 9LABMI709T WALL TO LOCATIONS y�CL��l'IFROST $ A _ - .9 —10'OONG.FROST ^ N Ad; ON 24'X 12' 0 K'KEY CONCRETE FcI , i : , "r (2)2X6 P.T.SILL W WXIY _ __ ANCHOR BOLTS•YO fJJ q7 RMAR D . OL.MR 12)PBt SLLL 1 IY RL(� BILL 9 - ETCH OORt8t5 TT L m � . � ; M BOLTS PER 5LLL ® 'V ------------- ------ ------------ ------- -- ---- ---- ----------- SLOE OF FLAW . xoPEDsu'e .. � t 4 s4-0 dbV2• 8_TI2• FROST WALL FOUNDATION DETAIL , ZMArAVATED rap aF FauD.• - � !�J IV CONCRETE KALL ON 24'X I2-COW. FOOTING W 12Y m•OONGRM WALL ON 24•X 12-GONE'. . FOOTING W KEY - �•1 CONCRETE LAWNS DROP TOP OF - - -TOP OF FOIID.• - ' WALL TD BOT.OF SLAB(GONG.ATOST . WALL I9PIGRI - - -- ---- - ----- -_ § a8 , , -- '-- - - ----------- ------ ------ ' 9V'B PPM)W�FMI To BE Mi4 R L ON Y; • 2 2 2 2 fm 04ID-17I ON 6 MIL.VAPOR e4 WJM RAVEL FOUNDATION 8 CONCRETE NOTES: c COMB 6`�L�D MY OVER 6'CD ro q5%MAXI O DRT DEN9M • - '4 ar�l6W ftAAIjrJ 47 I. SPREAD FOOTINl9'SMALL BEAR LEM ON OVISTARI BOLL NAVNS AN ALLOWABLE I£ARM DWG.A•I 2. IF EGRINS MATERIALS WITMA LOPES!WARNS CAPACITY THAN 2 TOM PER SOMRE PCCIT ARE � _ 4 - ..+. ENCOIMB:EO AT TIE S/EGFi®O.P'AT10N5,iNE LIID6NLTIN6 UENTABLB MATEWAL SHALL W �A, _ ____ _ I@TCvID AND 176'7.AL®WTN 9UTTABLE MATBTIAL ro ARNW®BY THE - - N - CAPAOM W 2 TONS FER SOIWRE HOOT. - - RS ^` 4-+ @WIC!/ARGHTEGT: MAINTAIN W-OK . V! . FROM BRAVE TO _O 9. THE @tlllEeR ASSN•ES N7RESPON3EIL7T FOR THE YALmM OF THE SEPJ.WAGE GQDITIONS. — '� BOTTOM OF FOOTIN& i � ^` Qu U) C 4. NO FOIDAT10N SHALL W PLACED N WATER OR ON FROffi!SHROUD. - '✓/ -FA-y� L f� S.. FOOVNES SHALL TE PROTECTED MANST FROST MM PROI IS COMPLETED. - 6. BAC QgLL(#M ANY PORTION OF THE M DM SMALL BE CO PA=IN 6-UM OF 8% - ' COIPACTMD SRAVEL AS APPROVED BY TIE EN6IN®t -ID •. T. DO NOT BAGEL EXTERIOR FALL91NnL PHM STRWTLRAL°1PPORT9 tFRMT®FLOORS - _.IT AND S�LAB91 AID IN PEKE:BRAVA ALL Al"'ICTAND SRADE CMG OIRIN6 BALIFLLLNS. _ - O a. caNc¢Te rDRK s aal caroa+ro TIE uTgr AhE3IGAN CONCRETE Nsmlm cmx FOR CIO O 't111LDIN6 CODE RFOUIIT@IXfl raR l�N'ORCED CONLRLiE'AND VECIMATION9 FOR ° STR40ILSAL CONCRETE FOR TSIB.CaASS'. -y•� L1• .. It q WI C ETE FOUDATION MALLS AND FOCI SHALL NAYE A MNHN COITI456ME STRENSTN - OF 9O00/Sl.AT 2D DA•WS AID Sy00 FSJ.PQR SLABS,WnN A SIUP Q NO MORE THAN 4•AND AN _. .• .. - J N IPA OI�pRIpE NpT ppa4I77® ,. G�AWAPIT MALL d YEATIBRAW�MNNTAM AtOPBR LFliR 16PROCEDI.P� _ ______ ____ _________ _________ _________ O x N ALLORDANCE WM 71!AGJ. t • '.. � w L 10. STEEL REIMORII SHALL CONFORM TO AArM.615.BRACE 60. t- H. ALL WHOM IE SLAPS ON&ROAD SMALL BE REINFORCED WTN 6X6-IOM MN)MMUMM WRE ✓ - job n0.: 190D' ` FABRIC IC PLAC12D AT RCBHD 00"OR AS OTHERAIM SI ON THE AS.TPI Alas AW SIW ALM'MNMM OR QE 'MILDED AREr � ' •: n4Ry z N m Pa�si of ro vim Ins FAeICFRa me�FFw e rt rnw aR date 26 wanr 2015 12. YE88 CCNIMJAC BARS ARE GALL®POR MY 9H W.L BE 10N CONTIMIOKY MAID - •• - SIEARWALL IIOLDOLq'N 9C1®LLE SfzIB CGROt9 AND CAT®AT NECCY YET 9�I OR NOOIQD AT DI9cowuma Elms.LAPS 9W11 . • FpEDATION IK)LDOQM6 I ANCHOR B0.TSi AS NoT® ' t 40 BAR DIANLiW,III.EBs OfIDlY1Y 91GWL - - IDT�p{�SI��FpR 6y}IpN pF�. .' drawn IS. IKIAS PRIOR Tt7 9G1EDLlID FLK$�fT�ATTON OF REaFORfB@tt AT LEAST 24 .. - ICIQ4O52S w.11.14Y DI..T1.ANCHOR BOLT _ W CNr1 ND'coorLlSt MAT BETY®/SST024 rev. ANF Lg�S O CMIATE Drzw TO TOrOlI HOLODIPOSITION TTO CO AMM I4 r N6w(4o r"AI°"TDIA/4fBeT"MNM.ww rl ne wis7�icveR�ncALIGCY WrNcarR TwJa •• - ' rwe FOR collQsr n.AcaeR. ' rev. 7-Y q'-0' I'-4• q'-0• I'-0 6. ALL RPRFACJ110 GW SHALL W COLD BENT N ACOOIOANCE TO THE FIRDPBt RAWI!?gABIJ9f� q'-a' I'-0 m'-0•. - S'4 BY THE SAIRS TO OBTGAN TAIN ENCS.CONCRETE INS71TU2 RD®R'p CONDIn0N6 SMLL TEAT!!APRI®ro TIE n 16. TIE LSE aF CONTROL M S N THE SLAB 19 RILOI4HEtDm TO COHIROL cRAGCMS.IW OTT TO A b /� n Pe' OSIN ONE-awm OF THE DEPTH OP TIE SLAB.SEE PLAN FOR LATOUr. 11. PAW PROOF ALL FaMATTON WV1S$p16RADP pD8[THAN FROST WHLS. F O U NDAT I O N` PLAN SrALE' I�4• . 1'-O' ISSUED TOR PERMITTING snt I of to m ' a o E M o + .. T,4• II'b II'-0' V-6 Id' T'-O• Way �a Sao Fad c5 % v V .. a TO oeTAOJ� « y E N Y • I • Ta 1B7 GLOP AIM -.- .-.-•- .- - O I - 4.1{ �`am . R04 2-5 M!V N4X (41 6/61 .� • 2'4•CDWFMM APRON- 'TNERNA- (SMOOn5TAR1 - STORAGE D ,� a s22o NSWNA 2-6 x 6-0) ROO 2-IO I!S x N1 RDA"514 x S-N 15{' IrJ (U. STARABOVE /1 �.. TPARAMMI�� v � IRO.81/Z'x54'1. -. K - �_r•''� i FOR i a AT 5 a'FL 6TP.9DARD i.� P noO ' ' GARAGE ANas u� 00.BLE.IN16 294T - Y m BATH: 41 U M21TIN5:6/6) : STEEL EE/u•1S ACOrE « _ _ - RO;2-5 5/4x S4 9/4 DOOR ZE0,4 - Numre:!6/61 Q Q - OF STAIRSABOVE - - TILE ry 9 DOLME MiN6-2441 v : I I - � e. . I -(FIMS/ED MAT931AL. POOR A(,�yKMI ________ I �TLANDSLAPE��TELT)I • STORM.E----- I - •« -4' Y-3 I 5'd' o • 1 1 1 I I' - .. -__ __.-- 1 'SV1' V2• �WLELE MM-2,55 PK •� _' iMRRP&(b � • j • � 1 i I i i. I P+r��41 iui _ ``- 1(rZ3 11 SITTING •� 5gt1� _ 5WSON NS C ••Ir-6.1511N RO,Lftt - I I NANf11LKET, 2(OON6tAS FIR),�_ - b I- F- T -.-- - _ Q 5'-0' 4'-T II'-0 VY f I I �silnx7-1 I a , � s :i � II I n ___ __ ______________________�_- ____ j 4- aBERAI FLAN NOTE9 I I TO 6E amp MA j 14N+ Of.MESS N7TEP OTHm"5WI I ( PDDO� T t O Ln 7 N > ALL INT.MN15 TO HEIMS 16' oL.n�e6 NDTFD OrreeMs9 I STUDIO �Q -MALLS NTH POL/2T DOORS TO I I DOUBLE MMS 2W _ B S-:• S PATIO "An ru 6- 6E 2x65 ftYPIGAL) RG 9ii- - - I I NN NS(6/ I EpBE OF FUT p SL DING PAT RO 64 x 6 k) 91 L A` Cu L WEItlOR DOORS 1 creED OMMN6 L04ATN7N5 �D�cL6 MMrIN5::(5 nDE x s Mt6lU 4/ _o NOT DPE OMP 4 TO BE LOCATED 5 9noS •> . (44 V2 M SPKd T MALL As 5HOM IN MAN j. j • V) �L ` I a ••o'-0•GLa.ENNR RJ + I I - Ar snow Mr aM S O CSC i -MNPOM AND SLIDN DOOM TO BE PBLA ? - _ 6gfLAg'4A'FL cYFt7°°NN8"A�rm�rASTeIu,Ts ANr .. j I f j.. J•• L r ,< TND s 5,�,/mod KAW..F9�TE BLOB.WDE I. T •- ------- -------- - -------------- I I I ii I I l0' %TTEPW M"ATOG FOR KWN - _ I j I ' , ... ri- 0 O - ... „ - FOR AMPON ROB.tETI w�5 L FRONr ENIRY DGgE 9T 56l90N - .. - -STORAGE ENTM DOOR 9T TN9EM-TRU - I I f 1 i joti no, 1508 . •5'NOR1L STIm PpG�{A1�WE S • ` date 26 Aj 6amT 2019 MIrmGM 4 1Rwuw+l9 RO.E'-D D/4• ' �rii �1.� r� w .scale Ag NOTED . QT » ff x8 %^a �o drawn: x»4 . `-•_ - - rev. . - 7-W T4 V7 '-Ip T-1 1. - '_k) T4 yr X-W 4'4•. 10'O' 4'-O' _ rev. ss-0 rr e'Q 51a A-2 OF F I R S T F L 00 R P L A N r PIRST PLoa1R LMti4 AREA.990 so PT. 96ALE-1/4• I-O• - - OARAOE AREA 12T250-Fr. - ISSUED FOR PERMITTING snt 2 of 10 C � 56a e•-0 v2• a t o xn y ni o JM! y , x x • s 'S - AYNINS-1121 BS Are6N5-3929- ;P � 9 i o RO,:V,/4 X 2-59/4 4 t'• MMfI��19 PNDE X 7 M61U WMIN6-(71V02 X 2 Hip • p TAPB�D YY•LL � co U tl CID G U F O L A F L A N AT GALLERY ROOF Ca- 0 W,,TALL OFSTOM L i3AN. 25'-0 1/2' - S•-TT - Ifl 6•-I• 10.4• . IX4 N'E DELKIN6 Ono . 4 DK N-SVN5 MINSEo PATIO-1261 AM - I q GALLERY Y , n OP r Sea s I Ir r TRA»3DM iT , , 1 , , , F Z �-d:�«t F s, r I .ALL EXT,W41S TO BE 2*50 16' -ALL INT,VOLLS TO BE 2MS•16• . ;I 0 Q Of'.M m NOTED On EWISE) - .. - - Vx�I� co -WEWOR DOM I CAVED OPENJ%LOLA1IOt14 A� - 9? "V W Q) Ln O - NOf DME16101m A!E TO BE LOLAIED 9 SMS • - LL- µ u2•rT+OM nc raa�Esr JXAu As 511orw w PUN • N — . DR L��v w SPACE - ;I - -reNpAB At0 Flm+CH DDae TO BE FELLA . '.( T Co � tj 'ARLNRELT SOZIEEW PITH NON-WALT� _ISTMT 1 • Y5 1. LtPE9 M M —PASTENRIS L (cu L .: M MASS.STATE 0.PB.LODE 11 -� J @Eil TOO B.EVATI018 POR Mwi1N ' , r Ln -R@ER TO ELEVATIONS FM MOM - - - •L RO.M5&M ABOVE SWLOOR - - a job no.: Cos • .. _ .date AUBusr 2ols zx • yy rryy a 9 x • � . . • od .. oa o� V2' a scale As NOTED ` P drawn: oo," '. Ta II'•O' IIW 61-6Vr T-O* Yo' - - rev. .. I rev. S E G O N D F! L O O R F L A N secoNa FLOOR LIVIN6 AJ@A.TOT so.aar. A- 3 SCALE. r/4 I -o ISSUED FOR PERMPING sht 3 of 10. S o 0 w Vi . � o - .. • .. � .� is cc (6 STANDING^.P.AM COPPHL C V .. • • - - - " .. � ' , i ROOF TO . I I RUNS MT(G@ffHt DN Cy ED A F �Rf�w �. o E6f3 Y ID A�p 1 "OJSTLM RID lXDAR bD - AND eALWTERS 1 i . .I IM WE OWKINS I H�g �M_ _D ON P.T.FRAlE D6AXD RL. �- 5KIRT BOARD' I] b. N SFLOOR I i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ a�FSO�D FLOOR LIaTOM'DSLLPUTIVE ® }' BRACIM'M • ^.L. NFAO CABINS RADWS TARGFeD DOOASEDR RADII , TOP OF FOLTID� r ffi�W _ r f OIL.5HNSl�W - - I%S FeAVSD LOR ER5 BOARD ON VY LDK - (T Exp.%k%rr TO TOM LARRIADE STYLE•: . PLYw7W SIEATWNS MATLN Haim ON.DOORS(FANIED) u (PROVIDE V4•REVEAL - - . AT SIDS BOTTCM - - . BRACKET DETAIL AT GALLERY W E S T E L E V A T I O N BALCONY{5 BRACKET5) aO ALE; 1/4" • 1'-0• 4 5TAIOINS SWAM GOPPHt 11 • Y' $ljp7,E !Ag ROOF 3 S� _ U� 2 fa SO SpaD AT �g r Aga. Ab D .•. ' ` - V5115OMARw(P,�LO MOk1 TYPICAL M"ATION NOTES .. - . ROOPIND,' SAAN REP�TAP�r. MAIN RAM(TfPJ: Uca°7'cAP a+°N TER u BLocKD s O tJ C V) RnTaE -0 ^C`= N 7 c '• - RAKEJRE1LWd MYPh LEAD LOA�TSaDLACO�PPER S1eLP 7 W >= O . - SIDIN6 Mir cmw S OWE5- pBNY�T/,EFFb dliFTyBt LSD��.� 4_—/-•� wTNyY�EAVI�'��gGpO�WBtS AM MOW I•tlLDM6�ONT ♦ lqF�CI'"FJ�.N-TO MATCH DI BLOLKB♦N.SgMgD�PR� A•1 _ .. RaRE, TIDW�fN�mR$ATIVE W to N LL( - w"ODM LASIN& � D a,�W RAKE Q��>. 3X NSTORIG SYl N051N6 : V) O 1 . v , u4 - DOIPER SAVE, r J/S FASCIA m A-, • MON BALT.OVih SDFiiTT O C0 q) . .C A•l •. 'DOOR OA51N5, IX5-W-BWAD O.aM6W -� , W �AgT�� \ ppld$(R4¢j uonxa RAKE aN Ut 91.DCKINp _ OOYf'tom w - 5�e(al.E sArID �• IFRM'E TD TERMNAIE R7T0 L W - 4 MMNEAVE nYP1: fI�8LAY56UfT@t A�GIN ✓ NItEEW Co. rt VALLEY FL"NS. PENVVer"�iaxNs�al�rF iV (�J N NL.SNDrXaw AIM �ttl�� we R°311ASrAsON iE •` O re"v®caasa c ro (C "ALL.FVC Ma{AIND Alto TW ar•AEG'« V job no, Esoa • -- '— - - _ _-_-- • date .' 76 AVanT=m , TOP OF Fgltm/YA9 scale As NOTED _ i It S - rev. _ rev. i i_ 1 i i 1 50UTH ELEVATION A-4 m 4 SCALE, 1/4 . 1'-o ISSUED FOR PERMITTING rsnt 4 of (p .. „ STAIAINS SEAM COPPHt .�O O ROOF - : .gip' _ � � �, •� cTOM 4-1,17 to a '-b .. s'..- a. RID6E�6A-1 ON •.I: .1:�. wl ,. y L IA. - - _ - SIMILAR MROWD,S-10161 CO Q A e CRICKET AS « y E v e DDYfL•aPQ11S IOD 00TOM.RED CEDAR Ne'E15,RAI -� BAunTeiS ��g- 12 iiiiiiiiiall i I c 4 m I I 19 meDEOKN6 ' FRAhE - F3OO1[ D we SACKER- BOARD • . e.00R� • s� .., - - RYWOOD SffATWN6 - '� - '•IK SKIRT AT SIDES'U4'RESEALCox 5KtR7 L10ARD ®tl U AT SIDES BOTTOM '. _ ,,aAte� a.+ '. �. ..'OF BRACKET/ ' . : .. .E N V - - BRAGKET'.DETAIL AT tP.E%P,9YAW - T9ATCif NpP#) STORACGE (2 5RAGKET5) - raPaF FOId�/3'�8�- . .. CUSTOM OEGORATNE BRACKET AT OVERNAN6 EA-5T E L E V A T'I O N'. •- - - ,. p. Ab` _ E s NB•..EAM GCPPe[ ... .. 5,11.t�§a$ .,.,E ' � TO ON OC�/gr� i 1' c .fS ` v " r N 17 4 Ab NOTES TYPICAL pLEVATbN RCOFINb. MAN RAKE(LTPJSAM RED , ix C14P ON ft SNIN6LB •LEAD WAT♦D C4 �4 6-F _ O V • s.. FpTM WAVED COM49M µ �TE Fb.bUfIER LOB.'.T �:� Q = E1P rN +60'19x6 FciA ix IX ELOC41016 Rose V sro1Ns: _ (n RAKEri�Tla MP). �. . .. - u. ixBLorT�xN6�FR •� Q)Q L O A-T NOILSE fT's` O _ N.� to ro MA \ WHOOM CASINS: 110J MBACASHINSL e SI w _ ? NREt-ATIVE xx N "465 ORK:SILL NOSIt45 ."S/ CUSTOM RED CEPAR Op�y6 A 3 _ e i. MD EJdL5TBt5 F ,. •.. - TWfI: a MD 5/FAT/ FASCIA'. Ay.j FIBBP6LAfi6�6ETRA.w ''.. , _ yooR us1Rs: g�aw.E avo LA41N6 FY - - �p�-x6 RAKe oN Uc BLOCKiN6 {••L CO coppER -.. BRACKETS CUSTOK O05CORATNE •• `q. I.T- MAN FAA f YP): FEERSLAss ER BY THE F GAO - fro TER79NATE BiTO O • K4 _ / I%6 FA9GA w Uf SOFflT VALLEY FLASXN6, mvA"zr'T¢Ma e rV _ -_. . -—secs m FLOOR / \ yBLx�Dxrtu _ �sKIEW ME ram. �.. �.. LL'I. - - .. j , LD CUSTOM DELORATNE -. /� To - - ((�3BRACKET O - c . � ALL PVC MOUDINS AND '. .. U ( CUSTOM CA1wASE STYLE - FEv®SHINOLMI'v6w job no.: mob a,. OR DOERS(PANT®) .. (i'E+�.xAvr•TD ' date ]6 A su5T 3om, NOLY) , ' ., '. scale As NOTED .TOP OF POUo. A .. .. ..- . - p - drawn: K:•w . ON aE DELKRIS - .. .. .. ON P.T.1RAlEOmni ,rev. .. rev, UGAX5 R.C. SKPIT BOARD NORTH ELEV'A-T1 ON.. - A­5 m _ ISSUED FOR PERMITTING snt 5 of io E E P.T.!W CEDAR ROOF - 9 Al N ON� T \ Al 0 ALL LEADP* - SS22]XI391(166,04..OD P.T.RED CEDAR 5HRl6LE P.T.RED CEDAR SINN6LE c (�' w ' (R06E OVER CAP OJ6i I - RIWE VERi CAP OvER W06f(SiTLGTLF�L). 1 19/4'X 1LYL V B° 15TERS,,AW{'OSTS _ ,OCq-M T15 1�Gyp pOA� ON•1X9TR/9g llY4 y E - OCIE EACH 510E fBLOLK Y® 7� — AND NAIL PEt MANFACTLr�i9 _ A-T 6UIDPLPES)FROJIDE O.00KIN6 I 4'%jl'I/4'L�1. ' - - IN D�ETT//''��11 P.T.71G0'S JOISTS T VR41%FSRIO/4M M IFE M KING LERY - F.r,DECK.JOFa75 _ \ 16 PLYWOOD $. (Z S/4•X 4 VT LVL °II6ULATI 4� °G r uON .o�'O .nlsrs i qY AT sTywrAr) V/ (0)P.T.7%10 tF1151U �El• rs�i •— TOP OF MILL E=4 ' PLVEb GAR .—: - . V3'FiT'P.BDMID fl' I%4 PVC STRNS {�r•EIFLI - 3Nt�LLb JMTS - 'W V1•NRSPACE p `° DECORATIVE _ fLAXTRPV9 /4•%T v4'LVL� �.I 5177ING BRACXM ON F ESWTP9I) s G II FWSH SAM TO$4•, ® W w J WYIF,ON 6'At. 3.� D W914RADED 6RA K4X50 STM MM1 w bCGNClWTE PSU W . O)f6 •91.ILt°1AL: - °Ir S TO .I 7X NNUM BOLTED TO PBL-6RAVW 6RAVS -- . AFfRO 5'WrN TO I I TOP FLANGE OF STEEL MAK COWF.TO'0%MAX DRY tJ TOP oF.rouro.. ore+J+eAo DOOR9 I I PROVIDE BLO�KiNbA5 1 5/D' .DENSITY PL.bYP.BOARD !ffi7® . j cc CMALLOW -34'%12'. _ , {�1,3%6 4 PT 3X6 KA GO N 24* 4. CONGREIE FOOnNS rjj•LpIW -0' FIALL ON 34'X N . w KEY CONLRE E FOO N6 OL. t - LMJ;BErOND- a W KEY sm m SL x 5EG,T1 ON SOALE� 1/4' • 1�-O'• - P5H.TI.�R1fD�gCp♦DNAR ROOF 5AU � - PAP04 PROv10�E x�€•i I � - � �S�S e�'��8 n"'E`MN Ar : -11'4' I 11,Q - _ ME MAP—sNV9 ! S a~ PT:R®C®AR SHINGLE h ei.'p�� Y�4 a1D6E VBff CAP aver �� �< g F.T.RED CEDAR"dLE 1. _ TRRIGII'1/D' i< 3l'F'e=:3 mme vow CAP OJER 1 _ _ _ WDb.E(5 TLFiALJ _ 5�3 Y 4 )���X u•LVL RiD6E _ .. HAM £g<^'�o • O II ' PP5TITy.�RE$D CpENDAR ROOF - � - ' - �G����3'u ♦b� P/�L PROJIII ILEr� - nATER MEM&AT Q� 2XI CP1AR TRS VA YIN'% . - •16'OL. geppAA(I�� . - OWN 1X15TRAPR . R'a 9'-0' - +- V) N6 Q� OXD C1.6.JOIST°J L(X.LMt TIES I SBtlM O V . am 2X6=X PL YM70JJ A U2 StV ^` GALLERY � I� / 6N.LHtY IOV N Q N 9�4 CpLLAR ^` 3 _ SI 9/1{�'j'T�pBC�F�LpTYIDCA - LVL PORTAL%, S - �b 16.04. /yW �_ O . 4 k' YV FLOOR.G0T9 •r�i _ An L.L•� �.J CELLOIMJL.LAT ARD \ C/7 PLATE R•F MIL (o N TAQ DA •. _ 10 15)1 5/4'X 7 V4'LVL.HM S✓. 161X9O STEEL MAM J a) V) a GARAGE oF�L�OF STUDIO FRDV=a°c aNb o o L O T� c4wjmWAde 9 Clo 1b BE 4' F.C.Mr.EOARD AS - L- T 6Xb=E(35 N PSD W - FINNvN YAM TO 4' to - • 610X2J WYIF.ON b' - WLVJ'LDx CONCRETE(SSW PSI/w WELL-GRADED 6RAMM a 7%b •W'OL. 6)0=A".ON 61 V 6 WW TO IM MAX DRY LLO 0 LCLL INSLL. WB1-0TtADED 6RAVa - OBOItt�9LAD TD BE 5 OPED 2'4'caNCRere Ww.av MAX DRr .job no.: mob - oJ7Ao ODORSTO MRON . . date' s6 ALwFsr 7015 ON scale AS NOTED AMCJtlR ++t- .. ,,Q�; mac § 4Fooni+s }n�R o"'f'ol §.AALL CON drawn: Kmm - w KEY r A mam IV coxamm rev. PALL ON K x n• -MR CONCRETE FOOTING • T R1610 65LL rev. ' w Ker - - man sue SECT ON 5EGT I ON ^ 'SO ALE. 1/4' . 1-0• - SCALE, 1/4•. . 1-0' / v A_6 _ ISSUED FOR PERMITTING snt 6 of 10 • � o E LLiEpp •' ,' _ 0 �N6LE5 w - w ICE 1 - g - u N PLYPV SRAMNB. 15 I.B. - 2% sa OZ. lo ro� -u Ox�s'•Ie•AoiN6 w la• LEAD-COATED COPPER a �o �p 5TANDING SEAM ROOF d ���VIII ON 5/8"PLYWOOD SHEATHING i IX SOFFIT w•D014 EEO' (,�j• w MOIr ON IT %BLOLKINS .. ` c aSYpp pp�ay}ATy�p R10 FRIEZE- MATLN NOW�FJ - V O"°°FA sl eI ro. 2Xb RAFTERS PV �IA 2X4 GLG:JOISTS E ®I6"O.G. c .I%SOFFIT w MOM 11"NS ON I%BLOLKNa fW PRI=-TO MATLN NLVSE7 p�A Bq,�LI�'7 o ; —.(REFCRTOIEIRAW : . I•,' #bO21-GROWN MOLDING - '3'>ZI •c W/IX GAP ON IX6 Ay LAB101 FASCIA - •- IX•D467 d4mN6iroLDINa ��M NERD LASING (�Py� GJ . . - FY•15465 0Nm M0.DINS T 12 EAVE, DETAIL AT 5TUD10 (TYPICAL) 2 EAVE DETAIL AT STO. GARAGE DOOR g51e Q O. VALE,11/2",P-0- _ O WALE,1 1/2".I'-0" • ` _ P IX SOFFIT M + a � L � V #8019 BED MOLDING m W/IX FRIEZE ON IX c io BLOGKING/IX'TRIM r 12 R®cEDra ROOF KATIRB w ICE Fu a. 01ORN�B w �N7 IS YV PELT ON 5/D'LD% Zr0 R.YF✓D.SEAL, Ix GLOM 9 RAKE ON�� I I r/ ' 3%DB•la'OL, I%BLOLKINS nn I I �u 2X CONTINUOUS SILL/ I .TAPERED SHELF 1i9 ON EEADD COATED TED cCOPPBt _ 'FLA"INIC/DRIP I%S/IX6�FASCIA OOONNN IiXXYJ FAx A 118019 BED MOLDING I I -. ...... W/IX FRIEZE ON IX BLOCKING O I I - rooa pM�pp�LLppwiNla% oFF1 or T To_ �� , i - — o s.,,� fs•.E g. i�r< MITE=AR SNIN6I.ES• PRIEZE'•.; N N YEAVED ZOOM AND ,WHITE CEDAR-51-1INGLES � - ���^�� 3. 'F1AV1^PATiEW: MATLN - 7 - - r NOV9E rr E P.•tijo W/WEAVED CORNER `8� ON 5/4"GDX PLYWOOD ON T. o t Y2 5 v4• 1/2"GDX PLYWOOD 2X6 WALL STUDS m 16"O.G. (2X4 57U05 AT WINDONU = g ez o 'CE ^ RB) AR ROOF MDO PLYWOOD(OR SIMILAR) , �f E11 VIM 1.g I sN Lbw ®INTERIOR-N:ALLS 6 CEILING: 3 EAVE DETAIL AT GALLERY DORMER 15 ON N xALe 1r1'.I'o +1 O LRarN � P.T.RED CEDAR ROOF SH. C 0 • I%LAP o.N M RAKE ON ON 15#FAT PAPER; LKI Ix BLONS 5/8,GDX PLYWOOD 7 CU >-C 12 2XI015®16,O.G. ++-C3 Q V r 'b-a0'FIBEM0655 WTER V)LL > . BT TIE FB.EA VV I W.ON LV40 O fd . X SOFFIT TGBMIOAR NS _ON - ——— ———— - — 2 i mJ� V) ----- -- job no.: mob - - - - date 26 A u&LeT tom MWM "/GVM 601066 AND scale AB NOTED •NAYr PATTM TO MATLN - drawn: Km)4 rev. rev. O TYPICAL RAKE DETAIL AT EAVES O CUPOLA DETAILS n 4 A-7 n SLALE�1 V2'•1'-O' v .. ISSUED FOR PERMITTING snt r' of . Io a E E BEAM NOTES: g C) 1. BEAMS MIST BE INSTALLED IN ACCORDANCE MYTH ALL CURRENT BUILDIN&CODE RgWIREHEMS,` 3. BEAMS MY3T BE LATERALLT BRALEv BY FLOOR OR ROOF FRAMIN6 It. t - ra O ' S. PROPERLY AND A05WATELY SUPPORT!BEAMS AT eACH END.COLUMNS OR POSTS ARE TO BE SWI RED - C - - TO THE BEAMS AND/OR FOOVA110M AS SHOW y r (B . lll��oZSaa 11) ! - - 4. CAPABILITY OF THE EXISTING STRUCTURE OR FOUNDATION TO 5UFPORT THE APPLIED LOADS IS TO i4 VmFIED PRIOR TO BEAM INSTALLATION.REPAIRS OR tEW FOUNDATIONS ARE TO BE CONSTRICTED AS .6 NE ^•- y - • CE55ARY TO SUPPORT ALL LOADS. ` 5. STRUCTURES EN6INEERINS 15 ONLY RESPONSIBLE FOR THE DE51&N5 A5 5HOYN ON THE DRAWIN65.ALL Y' gOTTHERR ITEMS AND CONDITIONS INOLWIN&THE DESIGN AS ARE THE RESPONSIBILITY OF OTHERS. D " .. ON B DRAF(INbs GOIffORM9 TO THE FFGM GOOF RC9lIRElEM'5 FOR 110 MPII POND SPEED. ` 'F� ..: - #.,r:_r 4 5TRUCTURAL 5TEEL NOTES ` • ,Y �. 3 K YOBVOI F- `f 3 I. ALL STEEL BEAMS SHALL BE Nem sT13L cotPoRMINs To THE A.I.S.c.SPEcIFIcAno NS FOR DESI&K y a �'"y �.•*"E""�` •' "'.�b""4 o^ '` FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR MALDIN"AND AWM.&RAPE 50.ALL CAP AND BASE PLATES AND OTHER M15CeLLAW.0,15 STEEL MAY BE.AS.TM.6RADE.A56 ALL. BEAMS V� 4 T° .ISL . • 3 IPIOA O SUPPORTED ON 9D ER TION TIRES N ACCORDANCE O THE A SPEI.AND ASTM ONS FOR DEFOR 4 KS1. TION,AtD.EREGTION OF STRUGIUFW.STEEL FOR BUILDIN&S !• r -. • .. z , ...37tW CLd�OOPSTB cl.: B. ALLSHOP CONFORM AN FIELD AriSB.CODE HOORM SHALL B ALL YEBY Gl Cm . • /{ _ .. W ; tom' APPROVED CERTIFIED FEEDERS AND SHALL � THE MATERIAL EMINS YELPED.LW Ex To ELELTRODES. SHALL DEVELOP THE FULL sTREN&rH of ¢� TEMPORARY BORACIBE MADEL P LNTIL THE STRUCTURE HAS SEEN PRORKLY _ a NO PNED.PROVIDE DE AL um.,PROVIDEREWIRED.. S. STEEL ALCORDAHCE Y6 1TFE MRESPONSIBLEMLIMREOIL�RE FINAL L YEMT9 DF Tr I.A c�TIION D AI�AtD OESIsN IN IN& O iil MANIAL.SLBMT SHOP ORAYUN&S MYTH ALL DETAILS TO THE GENERAL CONTRACTOR AND ENSINEER M1' f..S1G. mow. ,cL PRIOR TO FABRICATION m CD V r Y �_ Tn y+q�.r•c f` - &. .USE'MINIMJM CAP PLATE AND BASE PLATES FULLT Y'ELDED ALL AROUND AT COLUM INS NTH A . .-._ yyy _'3 i'as� `.•.0+�.3' i BILLET Y�OR AS OTIERNSE SPECIFIED ON THE DRANNSS.ALL STD COLUMN BASE PLATES �. �rNL4 BON. O TSYIIEBM BETE An YU 4- D INCH DI ANUIOR BOLTS.BASE . PLATE BBEE CpNC Pq�D pN5 7H y/ ��.gTgy i DETAILSTO.BE ITTED TO T1E @161tEElt POR REVIEW PRIOR TO FABRICATION. p/� •- i .�` T. ALL STEEL TO BE YEATHER TI&HR AND SMALL HAVE TWO COATS OF RUST-INHIBITIVE PRIMERPAINT. { t--J r d J .. B16* LI ` ,IRS 5 'BG-005 �. TOUGH UP ALL YELPS,WRATCIE5 OR SCRAPES IN PAINT AFTER ERECTION. - - 01 EEA4H SIDE `I� CAMILEVBt _ i 'X s: STEEL BEAM MAIr BE IKON.U5E Ua IGII TILE PLATE YELPED OR BLTED WITcED AT STEEL COJIMN CAP PLATE-1/2'BOLTS TO PESO. MD WJL ILllfHt5 6VIDBJ P.ROJIDE BaCgNs a_ scs� - .. .,. FRAME Jol5T9 ro TOP OF Sew ON A axe TOP NAILER iMRu-BOLT®WITH IR INCH vIAH S4 BOITs M P.T.ZGO JOISTS 3' }.�3. STA66CR W AT 34 INGES ON CEMr8t5.JOISTS TO BE ANCHORED To THE TOP NAILER WITH 19MPSON 114 3 KIRRIC.NIE GJPS.FLUSH FRAM?JOISTS TO THE PILL DEPTH MEB BLOCKINS FASTENED TO THE BEAM WITH 1/3 IW_+I DIAMETER THIW-BOLTS AT 13 INGEs ON C DITER5 5TA66ERW TOP AND BOTTOM PER • , 4 1R'9C1-005 DETALL.S. r - • •ib'OL. i �I6'OL. �# • 1 • use S 1/4 X5 V4 - G- ^Ir N PL POST t• _ _ _ _ - .� ALA -2' FRAF OL.RO M4TERS TO - Z "``7777 x x x v • TRIE RNT6W° 4 G r (3)I S/4'X 4 V3'LVi S V4'XS Ua': V Y S1• '3 W x 4UP WI-0o5 ______ PL POST S r w •16 O.C. Z 9 fS'B rT . - 7 ., e. G J - k 1 Y 1B,oL. xT • �3 Z '� E 5 • • 'OL v •. ,. • p„ .. .+ - Tot � ll.J 4J # } i 633 Y 4 V3'BGl05 4 W BCIfi05 ,V2'DC1407 x r .rA. d {� - .•. y 13 r _ . _ Ln - PORTAL NTH NA STSTBH °/� b ) _ 4ti VINS RIS'aR TO MAIL � �. �'� � et, r ,?� � � - WOOD P05T'DOWN •16'O.G. CLoN - WOOD P05T UP AND DOWN e CL J S[DYAS B U x - WOOD P05T UP ro M� rn HJ 3 0 c + .- BEARING WALL BELOW j L m e\ - BRACED SHEAR WALLS. PROVIDE N — � rn yam SHEATHING ON BOTH SIDES N �+ • A6 Tom. #rto , - BRACED SHEAR WALL5(BEARING,8Ul > c� - EARIN ) NON B G tC 00 N } - TOILET LOCATION(SPACE JOI5T5 AS 2 NEEDED FOR PLUMBING CLEARANCE) �J Ol0 0 -'ALL POSTS® EN05 OF BEAMS TO BE u Mgss 55 NOTED M L' F (3)2X4'S OR(3)2X6'S UNLE q� ((3)2X615 AT ALL EXTERIOR WA job no, 15oe r • �� JOHN W.- y� date 36 Au61J51'3015 QUEEN - ALL WINDOW HEADERS TO BE (3)2X615 scale AsNoTED CDSTRUCTURAL W/1/2" PLYWOOD UNLE55 NOTED drawn: PTM v 28011 . 5 E G 0 N D F L O O R / C E I L I N G FRAMING PLAN °p �F ��O -SEE STRUCTURAL GENERAL NOTES rev. SCALE, 1/4• . I -o• - •_ O'�Fys�'S A CAP� AND TYPICAL NTENTS.DETAILS FOR OTHER '` rev. . q S-2 Y ISSUED FOR PERMITTING Snt a of i0 ao 0 aL N co w -------------- p a 0 co p a � ® ' T LLI fi z y� y � OS _ _ 02- Imm a ❑ - WOOD P05T DOWN O C Cz x - WOOD P05T UP AND DOWN +�-O Cn 6 I to x -WOOD P05T UP 0 0 — I✓ul h -BEARING WALL BELOW o c N d rn i c 2 i�'� V - ALL P05T5® END5 OF BEAMS TO BE v a0 v ,` (3)2X45 OR(3) 2X6'S UNLE55 NOTED C_J O v ((3) 2X6'S AT ALL -- ---- r_ EXTERIOR WALL5) ZN OF L O Mq - ALL WINDOW HEADERS TO BE(3)2Xb'5 e 10HN lW 1/2" PLYWOOD UNLE55 NOTED r p m ioti no.; IrSOD . O UV T VP'r,: date :' as AususT mis . -5EE 5TRUCTURAL GENERAL NOTESNoTw AND TYPICAL DETAIL5 FOR OTHER scale : As REQUIREMENT5. A�O� 9FC/STEFl�O �Q drawn: crov•' 4> Y F /Q AL EN rev. rev.Jr " CEILING FRAMING PLAN ISSUED FOR PERMITTING sht a - of io _ - v io � N V _ V �• m 6V C N o 2rW RAFTERS 2%10 01C. 5 L •16.OL. •Ib'OL. E • O Y I t0 IO Y !I RAFTERS 2<W RAPIER A FOR b'OL. •Ib'OL. C T T _ C7), `.J .• .-,R - - =0 RAFTERS 2%W RAPIERS � -. ; .. I I - •b•OL. - •16-OL. ME � i rC I i i I i 1, a ri• rv• rv• i ' rd x. - U4'%S I/4 I I • I I 8 ,may 'yl IV' y. _ Cam/ ... R 0,0 T P ( A NL.Posr 4•x t,w t�)i s a x vl s eL QQ o ;o Q o. o 19/4%If'LVL TJ LLJ Of Mr) LLJ • N Of J -- - - o a t v •RA�F,Ta SL. .. 2,bmwp, I ZOON LL1 tz-=L POST WOOD P05T UP AND DOWN 4-1 ift p - BEARING WALL BELOW �RAF RS =0 RAFTERS v O >� -ALL P05T5® EN05 OFSBEAM5 TO BE _ N Q N Cm (B)2X4'5 OR(B) 2X6'5 UNLE55 NOTED N !(B) 2X65 AT ALL EXTERIOR WALL5) _ 2W RAFTERS 2W RAFTERS V) M L.L r •le OG_ • OL. O ru _ -ALL WINDOW HEADER5 TO BE�(B) 2X65 2 o W/1/2" PLYWOOD UNLE-55 NOTED v v4 y +� - 5EE 5TRUCTURAL GENERAL NOTES L POST q O '. �~ AND TYPICAL DETAILS FOR OTHER L REOUIREMENT5. p G U 0HN W. 90yto QUEEN m job no.: mm o STRUCTURAL —ter date 26AUBM3r2olz v A 28011 -scale As NoTw ROOF FRAMING PLAN A90c�c�FC/ST��F����� drawn: oowt `rr/ONAL E rev. rev. A S-4 , - m ISSUED FOR PERMITTING snt io of 10 T 1 � �v� O N VV� N N pup a N = V h Z O $------------- .: , I I p p A I L:J ,M -vf I � A6 hI E v 5TORAGE 0 44 tt7 b cu O o5 ' BATH. GARAGE ' --------- - - - -- ------------ I j l , I I I I I I I I I I I --�---- •--'mo�c u�= - c I I I I 1 I KIT(:; EN/ o$yy9aFe",m��m SITTF �. _ 2. cfr =_ - m d2$ O ---- ---------------------------- ----- ------- ----- 4= - 7 O V C tin 11 D �; �/r PATIO (n•(n 3 EnL �Cj 7 j Ab O l O cd V e lJL IU Co ` �� � a J�O ?a' � ►"" .: 150 '�1 v Job no,wA tJ E8t8 23 J1LY ZOIS ---- drawn: KMW F R 5 T F L O O R P L A N FIR5T FLOOR LIVINS AREA=540 s2.Fr. SR AASE AREA• I,212 52.FT. n3V. SCALE. I/4" 1'-0" IBV. A-2 n � di O C c ISSUED FOR REVIEW snt 2 of 12 s r E E g o v ~,� 1 IX S d © A O ; p l A ' V w Ab ��7 i D ro V ® cu Qo -i4 i SAT H A ro dOiC/dp �r ° *AM. �Q C GALLERY 1 ((�/` 2.Piz l G A6 '�msgr��e�oo� I z^a�ao�`<—'c�ma2m 2e5ad::a e�r�ev w5 ey O --- V o c (A YA O I �•�Q U d O Ab j •� LL. N � � = L N a) � �J 0 Rf V O Job no.: date 23 33 J1LY 3015 stele AS NOTED drewn: KMW S E G O N D FLOOR PLAN 5EGONO FLOOR LNIN5 AREA-751 so.FT. reV' SCALE. 114' 1'-O• - reV• m A- 3 C ISSUED FOR REVIEW ens s of 12 C ,c € € SunrooM Entry/Foyer Dining 0 ,Fa�yR ! , UP Living Room uP i F Kitchen/`Breakfast -77 Pantry Dressing Room 0 A Family Room I £ a ,Laundry/ T Bath lie ou - st floor � � m Existing Lai t 1 DESIGN BUILD RENOVATE 5hella and George Largay q64 5eavBe�v Avenue 33 North Main Street South Yarmouth, MA 02664 s ervllle, MA 02655 3014-08,32 lnc.com F)e `����ber 12, 20 1. 1 II 2'`! Phone Jacks rn `I EnW e a &Pantry Internet Gonnectlo I S l� Gable vi �j for office area I— CN 6046 Pantry&Desk CN 5046 CN 8070 14_10" - 2670mg f0 � I RCO h Ceiling Drops This Area To I I aEi M _ LAUNDRY 00 r. — rXXn ~ BATH W 5 -4 - - 7' 32 -7 , Rao arr 1= Ir T- lJ i n O Existing-Remain Existing-Remain Existing-Remain UP - - ` _ -r -1— CO — E 1) Frame Soffit to Match L: Lower r, ® rill 3677 1 _i IDouble, E 3' 1 atch r Match Adjacent r „ h , Note - Refer to Structural Engineer's 12-9 --rP ;�ut; R Specifications for special detail. F- r ° 2670 y t` 05�T Bench uAth Drawers below — J oN — — — CO c� - 3- 670 ®R ® ® cV U �- O i Reuse salvaged I —1 tS? doo �no ,here = N 1 f Z ( HAL M r i (V U ENTRY =- 1 01 0 - ' 00 door pia 2470 CN— N 6,-g„ Yoe( Z �'m' DESIGN•BUILD�RENOVATE _T D g Food . ) C U Sheila and George Largay use Ing BATH 33 North Main street M din ,� RegJg Ggnter cc�Italners C164r 5eaview Avenue � Wiz � � ib Ins' � _ ! / ►E.�, 1 �„ 0tE South Yarmouth, MA 02�6� �ry "" (508) 394-0832 Osterville, MA 0265 ` ^�, „ CN 820 N 820 12 0 , „3070 1270 Imo— 3 -8 � 3-g -�2 - / 1 -8 ur u.C�eorgeDavislnG.Gan� September 12, 2011 21'-611 CN 2830 CN 2830 CN 2630 ( j z 1 Z U Proposed 5unroom Addition. U � N ` Z U U • f 2 1870 1870 — 21149DH 21149DH 21149DH 21149DH - 21149DH 507D } _ O 6041TC . a Bedro� om Bedroo� Bedroom 2nd w i th 2nc Floor o � Bedroom t� - n ' Addition Shown 2670 _ 0 2670 2670 _ 1 = Bath 2670 2670 6 _ 4 Bath z67o 2670 i �t2,_3„ o n z67o Q 2541DH 2541DH 3104TDH i - Bath N Bed o �, Bedroom tBedro m v tom" Bath ` _ 0 as 6041TC ra 2168 1866 2868 2668 21149DH 21149DH 21149DH _ Bedroom T 21149DH 21149DH 21149DH ' N O Bedroom Bath shrink to fit 2541D„ 2541DH 2541DH 4041DH Y , DESIGN•BUnD•RENOVATE Sheila and George Large 33 North Main Street `�64 5ea1�iew �venUe �` � . -� South Yarmouth, M� 0266�; (505) 3q4-032 0stervii1e, MA 02655 u.AAXV.Georgel7avislnc.corn September 12, 2011 I V f Vf ,ac���yi y pN EXISTNG 24'-0' f�v Av /� Ra` XT �• x d k„ � s n n n n n r �I r rn 5/0'FO.GYP.BOARD — AT LEILINS : .... co DOUBLE HING-2953 cm IN EXIST. �° ._____, • �� Ro,2riTb)ai'Ja OPENINS, it N72-:6/ M +-� GARAGE v BATH. oo1,BLE NUNb-ps3 p ® y EXI5TING -4,X 4.5 9/ - e KITCHEN M.NBNS:(b/6 2 J1 _ __ ____ �• rraa L GJ 2'-0 NC'CONCRETE APRON TILE I9ER V g (FINISHED MATERIAL V W TO CE7BRMINEO BY - .pp �• ^•r�- LANDSCAPE ARCHITECT) \ •''�� �" � � fd _ I I I I 3'-41/4' S'-3 I/4' 4'fi' I'A V2 3'J' 2'-0 U' DOUBLE NUNS-2a53 GTR IN EXIST. � oao� RO2AbT)43/4 OE6 OO I/1' 3 U3' I' PIRE LODE DOOR n ATLHI y ��( I .DOORs) - 51TTI NG vOUBLE Nfl6-3T"n a -I3/4 X 4 11 3/ - IMPSON p07R- NSHI C TUCKET SERI T512 FIR' n %6 10 DOOR RAN -.Qo R 3-2 I/2%7-I I'4. 5'-6' D.: T'9 V2 l'A I!1' ALL EXT.WALLS TO BE 2MS b 16' I W m ALIGN WALLS o.y ' O.L OLEEG NOTED OTHERWISE) M pp -ALL INT.WALLS TO BE 2X65 b 16, �... O.L.NNLEAS NOTED OT EMISEI / (p i -WALLS YUTH POGY.ET DOORS ToCUSTGlI 61AYa DOOR/ I 6A $�U`�r-o.y `o 3'm BE 2XE5(TYFlLAU I I �,((2/=11 3�- 'oo -INTERIOR DOORS t CAS®OPENIN6 LOCATIONS - Y >- c••u NOT DIMENSIONED ARE TO BE LOCATED 3 STUDS I I o 1 a o (41/2')FROM THE LLOT�EST WALL AS SHONN IN PLAN __ STIJ'IO J OR GENIEFED IN SPADE P` - <o m-€ $'v^c A -WINDOWS AND SLIDING DOOR TO BE FELLA I I C ELE A4 pal S _ ~ uy EDGE OF FLAT/ INSWING PATIO DOOR-T2B2 fP/N I m.^.` -<n 4 m cv O:2-5 y/4%3-II 3/4 Q `J-OPEU Lib. - <m��ai 1 3-6-a o'•' °ARLHIIEGT SERIES' RO.:6-0 X 6-10 - 1 m (REFER TO ELEVATIOKa FOR"TIN - F MJNTINS:(3 YUDE%5 HIGH) 4 PATTERNS) I • - -TJLFEH TO E-ATIOIG rOR KNDOW WWWIII L RD.FEIEHTS ABOVE SJBFLOGIR I a I -PATIO Y 4-1 i•+ -FRONT BtTRY DOOR 0T SIMP.ON o /U :3 •STORAGE ENTRY DOOR BY THERMA-TF41 I I TO ^�` N V W "i mN+7oi �4 E I I — — — — � a� >r co fa cl- LL 7$ �•BOTBTEOM OF WINDOYS y'e z x HTEOIGNTAi=NTER YyALL/DEMO i N N AALLS ARID ITEMS TO j REMOVED O CO bA�W� y.• Q� N T i EXISTING YIAI.La TO = L j„L cl REMAIN HEW wvls r DEMO NOTE5 •� O 5'-1I/2' I'-0 8'-III@' I1-0 b'-II/2' 4'1' IO'-O' 4'-0' .....�.fff EXISTING DASHED WINDOW5!NA-1-5 TO BE REMOVED AND PATCHED AS V EOUAL EGUAL 1'b' IB'-0' 2'1' 2'1' NEEDED OR REPLACED AS NOTED. y Job no, I505 ' FXISTNG 24'-0' I _ - date O4 NOVEMBER 2015 fG scale A5 NOTED FLOOR PLAN drawn: KmY4 FLOOR LIVING AREA=-W 50.FT. ' SCALE. I/4" I'-O' SARA SE/5TORAGE AREA- 752 50.FT. R feV. rev. A-2 16 O S ISSUED FOR PERMnNG sht 2 of 5 ALL SHALL TE SYSTEM PROFILE MARKEDS WITHC MAGNETIC TTAPE OR BE o0 (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE ems, TOP FOUND. EL 14.6' FILTER FABRIC OVER STONE • West 28.0 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM Bay PRECAST H-10 BLOCKS OR n RISERS Ow.) PRECAST RISERS o 4"SCH40 PVC 2*0 4"0SCH40 PVC MORTAR ALL H-10 Locus PIPES LEVEL 1ST 2 COMPONENTS o 3° ( )TYP, INV'S EL. 10.5' ENDS SIDES 11.3' 10- 14" °000000, °o°o°o°o° 11.78 TEE 2000 GAL H-20 TEE o 0 0 m00� DO aaDa 0 -=Mmm ;00000000 Se $eaview Ave SEPTIC TANK 1 1 .53 ° ° ° °o°o°o°o . Qaa��®�a�NC7 �0����0�000 0 00000000000 00 6" MIN SUMP 00000000 0°0°0°0° 4' L►Q• � 0 0°0°0°0°0°0° °0 12" MIN INT. DIM. °o°o°o°o Daa��a0�a0 0�0�0��0��� ;°0°0°0°0 GAS BAFFLE .. o 0 0 0 0 0 o N >°o°o°o°o 000000°o ACME OR EQUAL ° 00G0�0�oo0ao °� 00000000 �Q�00�0��� ��0���0���0 000000 0 11.01' 10.84 °°°°°°°° °o°o°o° s.5' > o 0 0 0 -0-0-0 0 00 00000000000000000004 C H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 4' 000°000°0°0°0°0°0°0°0°0� 3/4"-1-1/2" DOUBLE WASHED STONE 3.5' MIN. (9) UNITS REQUIRED DEPTH OF FLOW = ALL AROUND PRECAST STRUCTURES TEE SIZES: 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 83.5' X 11:83' INLET DEPTH = 1� COMPACTION. (15.221 .[21) LOCUS M/`1. OUTLET DEPTH = 14" NOT TO SCALE SCALE 1"=2000'f ( 2 % SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) 3.5' BOTTOM TH-1 ASSESSORS MAP 91 PARCEL 3 LEACHING NO GROUNDWATER FOUND FOUNDATION 31' SEPTIC TANK 52' D' BOX 36' LOCUS IS WITHIN FEMA FLOOD ZONE (LONGEST) FACILITY A11 EL 11 & B AS SHOWN ON COMMUNITY PANEL #250001 0018 D DATED REV 7/2/92 SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED NOTE: PIER & BOATHOUSE SHOWN AS PER GIS NOTES DESIGN FLOW: 9 BEDROOMS ® 110 GPD = 990 GPD 1. DATUM IS NGVD USE A 990 GPD DESIGN FLOW 2. MUNICIPAL WATER IS EXISTING SEPTIC TANK: 990 GPD (2) = 1980 �� 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. USE (1) 2000 GAL H-20 SEPTIC TANK ` A I[s�: 4. DESIGN LOADING FOR SEPTIC TANK TO BE AASHO vv 1� H-20; OTHER COMPONENTS TO BE H-10. LEACHING: ��p 5. PIPE JOINTS TO BE MADE WATERTIGHT. SIDES: 2 (83.5 + 11.83) 2 (.74) = 282 GPD 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH BOTTOM 83.5 x 11.83 (.74) = 730 GPD 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO TOTAL: 1367 S.F. 1012 GPD BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. USE (9) H-10 500 GAL. CHAMBERS (ACME OR EQ.) 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. WITH 3.5 STONE ALL AROUND HIGH WATER MARK AT BULKHEAD EL. 2.8' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. MA 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING APPROVED DATE BOARD OF HEALTH DIGSAFE (1-888-344-7233) AND VERIFYING THE 2•98 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES 2.87 PRIOR TO COMMENCEMENT OF WORK. 7.82 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED BOATHOUSE LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED. OBS• HIGH WA // 10.35 . NOTE: LEACHING FACILITY IS NOT DESIGNED FOR VEHICLE LOADING. I EDVEHICLE LOADING EXPECTED, H-20 COMPONENTS '' TEST HOLE LOGS 10.26 fSE� CN G x 8 49 � '� UANpWARp Ep PROP. LIMIT LINE OF STAKED NCE ENGINEER: ARNE H. OJALA, PE, SE 7.61 ��°i4 1.50 'r .. _ _ _ x12.56 WITNESS: DON DESMARAIS, RS 0000 13 i 11.99 DATE: 9/27/11 9 9 41 I 13.74 - PERC. RATE _ < 2 MIN INCH 00 13.71 PROPOSED SECOND FLOOR SUNROOM OVER _-.--PROPOSED -EXISTING PORCH FOOTPRINT CLASS I SOILS P# 13410 PAL 4.02 12.40 9.51 SOON 13.67 ��/ -� ELEV. �� ELEV. FSE `�/' 4 10. Apo of, 14.0' p" 14.0' PATIO � �" x1 15 10 0/A 0/A 12. 1 5,6 7 \ LS LS 1OYR 3/3 10YR 3/3 8 APPROX. LOCATION X/ 14.42 4" 4" x 10. 5 4" CI PIPE OUT GAS INV. EL - 12.4'f 14.47 -'114.44 E E EXISTING METER "�4.4 DWELLING MS MS - PROP PROP. 12 x 24 ADD N. _ _ Flu: . 12 ; ELEV. = 14.s 2 1OYR 5/1 12„ 1OYR 5/1 10.32 �� N 15.6. r� 3.80 \ / \ �O 10 \ O 4 3 1 ' j 14.18 3 14.24 B B �DG� P 9 f�J1 x 1 PAVED \ 14,52 LS LS x .33 1 �. DRIVE o i{ _ 1 PROP. 2000 GAL 3.89 2sx��30 0 - 1 OYR 5 6 10YR 5 6 � \ m ff ^�1� \ > \ H-20 SEPTIC TANK TH 36" / 1 1 .0' 36" / 11.0' x `3. �l` F�� 62 / �x13.06 3.24 .88,C 1e1�8 '`13. \ 13.96 TH 1 14.92 �84 A f O 13.74 \ .48 C C 12.50 /t 7 '`3.07 \�1 .36 E OOL 4 PERC 3x1 1 f 0 x 1 12.47 \ 13.08 \ x13. 3 1�.43J O" 10.93 / G. BEE {,� 68 1 .61 5 MS MS /12. 6 i� n 1 x 1 12.17 / ��07 \\ ` `� 32 �1 3 11 � � 10YR 7/4 10YR 7/4 11. 12.39 x 13.14 I\ 13. 14.o X � 126" 3.5' 126" 3.5' 11.56 1 1 l_46 F I \ i-13.10 ( r, 12.35 ��, 1 � � �13.07 113.33 .Og X' NO GROUNDWATER ENCOUNTERED 1.65 ,r 1 I 11. 0 1 1 t 13 18 I�uFD k 1 40 (TIDALLY INFLUENCED, G-W EXPECTED DRIVE .40 AT ELEV. 2.9') \� �12.35 �12.54 y 13.12 x 92 EXISTING x1 8 1 GARAGE ELEC \\z 43 \` \ / A$ x 1 7 \ "WATERLINE TO BE REPLACED. FINAL x 12 67 \ ETER 5 \ 18" OAK/elm / \ \ INSTALLATION TO BE > 10' FROM SEPTIC \ \ \ G �3.27 / \ '1�F** \ 26 COMPONENTS (OR WHERE WITHIN 10', TO I \12.55 7 �3.29 BE SLEEVED) \\ \ 13.17 w 33439 FLOOD20\q'' x X 12\82.76 GAS, AS MARKEDX// 3.65 ' DRVEWAYPA'VED / FR MER FM2.36 x 3.34 / /13 39 GENE R TOR qp\qp / \ I / \ �13.10 �`\.28 � 13.58 �13.8 �13.64 \ TENNIS i / \ ,13.14 %�.36 \ � / \ COURT x � \ x �x 13.60 .7 iy X \ 113.69 x �/ 9 12.42 \ F 9 r, 1 x l1133�2 13.74 �G4->8 '� �13.78 12. 8 \ \ �x 13. 1 X X \ \ x 1 4 x GUY 2.53 \\ \\ WIRE \ \ \ \ � x1 1 X X �13.96 \ � UPOLE \\ F'D 1�3.82 °BENCHMARK: USE CORNER OF CONC. f \ APRON AT ELEV. 13.4' \x 13.38 x 1 14. `x.13.60 X z \\ \ \ LOTS 22&185 \\ 2.4 ACf Z 12.65 f �1?.73 \ �U x x 12.90 7 \ \ \ GATE \ 12.16 x \ 2.25 13.07 , \ 1 29 122?z� \\ \23 + 78 2.10 \ \12 f 1a4.57' 11,99 k.12.20 �s ---K 1 , I � �2.97 .�---�C1 x�4.13 -x 13.8Z x _X tiYo �/12506 \ r4r6- _ - - ' 9-EDGE PAVEMENT 2 1S x 12.42 �14 .4`ID58 - _ - - - -K11.91 x 11.91 --x tt�- - _ - 111.81 ' EDGE PAVEMEN SEAVIEW AVENUE x 13.19 TITLE 5 SITEPLAN OF 964 SEA VIEW AVENUE off 508-362-4541 OSTERVILLE fax 508-362-9880 downcope.com © ����ZNOFMgssq� `AAA FAfq 0,c OF, oFn� PREPARED FOR moo DANIEL y�� o`' DANI 3LA. y�. ��� �N gss9° down cope engineering Inc m ®ANIEL GEORGE AND SHEILA LARGAY o A. � o OJF,i.A � � DANiELA. Gs OJALA c� m o A. OJALA CML OJP.LA civil engineers No.40980 No 4E,502 CIVIL � land surveyors oar �° �� <o No.40980 a No.465 e OCTOBER 11, 2011 939 Main Street ( R to 6A) 'tia SUR\e � �ss� ?r �` �d�o`S YARMOUTHPORT MA 02575 (O� \\-�\\ UR\J 0 EN ' .� to -\\-XI - Scale: 1"= 20' DATE DANIEL A. OJALA, P.E., P.L.S. > >- 199 0 10 20 30 40 50 FEET III SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR o (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE \ TOP FOUND. EL 14.8' FILTER FABRIC OVER STONE West 28.0' MINIMUM .751 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM Bay PRECAST H-10 BLOCKS OR n RISERS (tYP,) PRECAST RISERS N 4'SCH40 PVC 2'0 4"OSCH40 PVC o MORTAR ALL H-10 Locu o PIPES LEVEL 1ST 2' _ COMPONENTS o HE�"DS (TYP.) INV'S EL. 10.5' 112.4'f SIDES• 11.3' 10" 14" '0000000Q ". o 0 0 o S `~ 11.78' TEE 200o GAL H-2o TEE ; ®®®® O ®®® ®®®® -�®®® . 00000000 e SEPTIC TANK 11.53 U o 0 0 0 o UOU 6" MIN SUMP '0°0°°0°°0° ®®®®®®®®®® ®®��®®®®®®� >00000000 Seaview Ave 4' L10. LEVEL o 00000Uoa0000 0o O >00°00000 02020.00 GAS eAFFLE ;• o 0000000U0000 Ut 12" MIN INT. DIM. o0000000 ®®®®®®®®®® ®®®®®®®®®®® ,00°o°o°o ACME OR EQUAL ° �o�o�o�o�o�o o° N i°0°°o°0°°0 ®®®®®®®®®®® ®®®®®®®®®�� 000000 0 x`.. 11.01' 10.84 ;�o�o�o�o ' >:?o?o?o?0 8,5' o°o°o°o°o°o°U.o°o°o°o000 C " H-10 500 GAL LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 4' oc L °o°o°o°o°o°o°o°o°o°o°o� 3/4 -1-1/2" DOUBLE WASHED STONE 3.5' MIN. DEPTH OF FLOW = (9) UNITS REQUIRED ALL AROUND PRECAST STRUCTURES TEE SIZES: 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 83.5' X 11.83' INLET DEPTH 10" COMPACTION. (15.221 (21). 0 LOCUS Or a MAP . OUTLET DEPTH = 14" '� L V V NOT TO SCALE SCALE 1"=2000'f - ( 2 X SLOPE) ( 1 X SLOPE) ( 1 X SLOPE) 3.5' BOTTOM TH-1 ASSESSORS MAP -81 PARCEL 3 NO GROUNDWATER FOUND FOUNDATION 31 SEPTIC TANK 52' D' BOX 36' LEACFACILITY LOCUS IS WITHIN FEMA FLOOD ZONE (LONGEST) A11 EL 11 & B AS SHOWN ON COMMUNITY PANEL #250001 0018 D DATED REV 7/2/92 SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED NOTE: PIER & BOATHOUSE SHOWN AS PER GIS MAP NOTES DESIGN FLOW: 9 BEDROOMS ® 110 GPD = 990 GPD - - 1. DATUM IS NGVD USE A 990 GPD -DESIGN FLOW 2. MUNICIPAL WATER IS EXISTING SEPTIC TANK: 990 GPD (2) = 1980 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. USE (1) 2000 GAL H-20 SEPTIC TANK `A' SA g 4. DESIGN LOADING FOR SEPTIC TANK TO BE AASHO VV� H-2Q OTHER COMPONENTS TO BE H-10. LEACHING: (�DAL� SIDES: 2 83.5 + 11.83 2 74 282 GPD 5. PIPE JOINTS TO BE MADE WATERTIGHT. --�- -�� ---_ -- 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH BOTTOM 83.5 x 11.83 (.74) = 730 GPD 310 CMR 15.000 (TITLE 5.) TOTAL: 1367 S.F. 1012 GPD = 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO = BE USED FOR LOT UNE STAKING OR ANY OTHER _ PURPOSE. ' USE (9) H-10 500 GAL. CHAMBERS (ACME OR EQ.) - WITH 3.5' STONE ALL AROUND HIGH WATER MARK AT 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. BULKHEAD EL 2.8' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. MA 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING APPROVED DATE BOARD OF HEALTH 2.98 DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTIUTIES 2.87 PRIOR TO COMMENCEMENT OF WORK. _ 7.82 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE BOATHOUSE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACIUTY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND -_ S. NIGH REMOVED. _ � � r 10.35 to 10 ad NOTE: LEACHING FACILITY IS NOT DESIGNED FOR VEHICLE - f LOADING. IF VEHICLE LOADING EXPECTED, H-20 COMPONENTS ARE REQUIRED. 10.26 - � - � TEST HOLE LOGS - =CN x 8.49 1.wDWARD ED - PROP. LIMIT LINE OF STAKED CE ARNE H. OJALA, PE, SE # .So -x 12.56 ENGINEER: DON DESMARAIS, RSr 000000 0 i� 13 WITNESS. 0000 DATE: 9/27/11 11.99 N y _ ." 9.41 13.74 - PERC. RATE _ < 2 MIN/INd 13.71 PROPOSED SECOND FLOOR SUNROOM OVER 402 EXISTING PORCH FOOTPRINT t24o CLASS I SOILS P# 13410 9.51 SOON 13.67 -SEt ELEV. - ELEV. 10 w. Q 14.0' 0" = 14.0' PA TIO ■ �� - 7L 15 O/A O/A LS LS APPROX LOCATION ' ,a.a2 4 1OYR 3/3 1OYR 3/3 i ■ ' S / _ 4' CI PIPE OUT �� " 4" ;aS INV. EL - 12.4't t: sa I - ' E E EXISTING %I'ETE�t\ ,a a��� DWELLING \ PROP. 12• x ZV ADD'N. MS MS TOP F140N. , ELEV. 14.i3' " 1 OYR 5/1 i OYR 5/1 12 12 Ar f�4, 'SAVED 14 52 �- B " 5 3 j'_ l :DRIVE \ LS LS ��50 �- � PROP. 2000 GAL H-20 SEPTIC TANK TH 10YR 5/6 " 1 OYR 5/6 " �•i� �` lylt{• '{V 33\G -1 .8 '�13. 36 11.� 36 _ 11.0' - ~ 13.96 ( i 13.24 / '� 13.74 1 TH 1 14892 - I / .0 O 12.50 el \7 �(1 .36 J4 ; PERC i2.47 \ , �0• l 10.93 x 1 `�.43 x'12. 6 �1\08 \ G. BEE I� .68 61 S MS MS 3. 1 13.07 T� Z r 12.17 11. 12.3s / x 13 ;1 / " 1 OYR 7/41 1 OYR 7/4 11.ss I` 13.14 \ \ ,� - / ! 14.0 126 3.5' 126" / ���--• -1.12_46 � c� 13. X-�� 3.5 12.35 ' \ 0 -W13.07 r 1.65 t 1 0 1 a \13.33 .09 NO GROUNDWATER ENCOUNTERED (TIDALLY INFLUENCED. G-W EXPECTED 0 1 113.18 DRIVE � � 5 ,�o x :AT ELEV. 2.9') \ 12.35 12.54 - �. 12.43 \ x t 8 �. EXISTING x 5 \\ '`\7 \ o / ,rq 3. . 1 \� 1G\ARAGE ELEC E ER '` K *•WATERLJNE T0-BE REPLACED. FINAL \ \\ 18" OAK�� /3 21 \ 6 • INSTALLATION TO BE > 10' FROM SEPTIC \ COMPONENTS QR WHERE WITHIN 10' TO I \12.55 2.97 ( , \ - �• r� z.1 / \ �.FZ BE SLEEVED) \ 13.17 ( 3.43 �2p x 1 NSA.76 / GAS, AS MARKED � P ! �«iT3a 3.39 1 \ I D E 1 2 36 \\ _ l•�''R� S S a / t 5,h5 ORIV WAY / R A qp�Mq _ `-7/\� GENE TORS° III �\' \' , / • ' ;?1 I S \ �+.13 64 \1 3 1 4 r 36 TENNIS \ - / COURT } 1 \ 113.69 x ({C? 12.42X V9 \ 1332 IE 13.74 �f 1�48 1 S. 0 13.78 x X \13.83 x 12. 8 \ \ \ >c13. 1 X \ x X 2.53 \ \ x 1 . 4 GUY \ \\ WIRE \ \ \k 13.96 \ x 1 t X Q.\ �� J BENCHMARK: USE CORNER OF CONC. \ � POLE x APRON AT ELEV. 13.4 x 1 5 x1 14 v v�it36o X ' �y.70 \ X - f �13.11 \ \x,13.33 \ -07 X \ \ LISTS 22&185 2.4 AC* o f < 7 � 1265 �� < x 12.90 1.J -i -- 0,2 ". ,`,2 73 \ �N X f \ \ \ GATE \ 12.16 x \\ t 2.5 13.07 , 0Z2 \\ + R 3407 .78 2.10 \ \12.23 +, 'L 1,34.57' 11.99 k12.20 y�S YX - VDUx 4.1312.06 \ \ _ _ _ _ _ -x13.87 x"12 T5 yY° Ott 5 x 12 4'L�'36- "� EDGE PAVEMENT 1Q58 _ - - - x i 911.91 \\�H 1-88-- " - - t.8i EDGE PAVEMT✓NT i SEAVIEW AVENUE x 13.19 i TITLE 5 SITE PLAN OF 964 SEA VIEW AVENUE off 508-362-4541 880 OSTERVILLE I fax 508-362-9880 downca e.com © � AOFMgs P ��. sqc� ��tH� MAssq • DANIEL �� o�� °ti PREPARED FOR ROW cape engineering, MC. o� A. � �� ALA G� OJALA `� CIVIL N GEORGE AND SHEILA LARGAY civil engineers No.40980P Na.�'6502 land surveyors o 9,39 Main Street ( Rte 6A) ¢ N TE suRVE FSc SLa OCTOBER 11, 2011 YARMOUTHPORT MA 02675 V � 1 Scale: 1"= 20' DATE DANIEL A. OJALA, P.E , P.L.S. > >- 199 0 10 20 30 40 50 FEET ASSESSORS REF.: o Map 091, Parcel 003 1 ip a ` I West Bay OVERLAY DISTRICT M3 FLOOD AP - Aquifer Protection District EBBS II x1 Q was FLOOD ZONE: ` �� � � ,� �ty Q Zones: VE Elev. 14, o AE Elev. 12' & X 0.2% Annual Chance. Community Panel No. #250001 0757 J LOCATION MAP: 4 k Ice Food Retai �' '' Effective Date:July 16, 2014 Scale: 1" = 2000'f Oho in Linn n/n9 ce Dec/, wood Re tar - Boot ,� SE3-248p wo ZONE: House y RF-1 Area (min.) 87,120 (RPOD) ,rFFie Brush - _ _.• \ T� ✓f` _ 7 ¢ Frontage (min) 20' ti1,q k 7� Width (min) 125 qF Z \� Fen __ Setbacks: o F/el / r2e\ _ _ - \ 8 .� ce Fron t 30' 9 _ Side 15' DH/CB _ Rear 15' fn d ~ • ` -� � � '"`� �~Lawn •%w LawnEl � 1 ��` �` � Sill Elev. 14.5' \/xIr ~ p ��� Existing o 5, ! ( � Single Family ! ��_o f I 1 s ty w/f i `,7j. N \ I r Dwelling Lawn \ o ChristophernStavros Trust Lawn o Deed Cert.# 198228 % Gas I ravel Drive Mete Bench Mark Sill 10' Stockade \ Elev. 14.6' Fence t� � 2�F4c- z Z /2 i. 029.C cle L \ 1 - ......... ........ :._ Lawn i C0h 12.- Existing 9 Bedroom Septic System Permit #2011-351 \v ` CB Location as per tie card c ti / ij, \ Drain fnd DH/CB F a 1 0 „� fn d o a) \ �_ _._ TIId 7 Lawn f Lig t Pole Under Ground Propane 1 Tank to Remain r. Care is to be taken to Gravel Drive f ;, �3' voild the tank and propane line when / Lawn r, 9 installing the new septic line i V Garage NVr, V I ;; Proposed 1500 Gallon H-20 10.0. Sep tic Tank a ;3 W Q p� ti ILot y`1` 22 & 18 Proposed/ Art Studio k Area 2.41 Acres Addition iLO Per Town Assessors O "7 p o j z h ti p'N ( Gen rotor l L0 I End of d ;n Existing / Utility owned Z Tennis Court Ij j water line 60.8 ",7 /i `3 Generator to be Wooded Area i \ Relocated SEPTIC NOTES \ ��i 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Rhododendron Prior to Any Excavation For This Project the Contractor Shall Make co \ the Required Notifications to Dig Safe 1-888-344-7233 and contact Sullivan Engineering&Consulting Inc.(508-428-3344). 2. The Contractor is Required to Secure Appropriate Permits From Town i ` 2.9 f Agencies For Construction Defined by This Plan. Na 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Utility Pole i r Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to i Assure Watertightness. In General, Water Lines Shall be Constructed in End of utility , �] o o Coordination With COMM Water,and Shall be in Accordance -- - n owned electric N�� m With 248 CAM 1.00-7.00&310 CAM 15.00. � N �. lines rn � �' 4.A Minimum of 9"of Cover is Required for All Components. 5.All Structures Buried Three Feet or More or Subject o i to Vehicular Traffic to be H-20 Loading.It is the Engineer's 4 Chon 0 9 \ Recommendation that H-20 Always be Used. fink Fence Wooded Area 3 k 6.Install Watertight Risers and Covers to Within 6"of Finished Grade o ( I Over Septic Tank Inlet, Outlet and D-Box.All covers are to be maximum ^ j 18"for concrete or 24"Cast Iron over septic tank. Gate i 7. Septic System to be Installed in Accordance With 310 CMR 15.00& J o I r ` 248 CA4R 1.00-7.00 Latest Revision and the Town of Barnstable Board ofHealth Regulations. Gas 8.All Piping to be Sch.40 PVC. U • Gate i DH/CB 9. The Separation Distance Between the Septic Tank Inlets and a/ f fnd Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend e 1 R�43 ) I o a Minimum of 10"Below the Flow Line. Outlet Tees Shall Extend 21" o - Below the Flow Line,and Shall be Equipped With a Gas Baffle. py� ' ♦ LCB i I� o R fnd N \� 4 / _._ ..13 Z Water .6 ' R=434µ67 \ Gate / Ut;/it Existing Garage Slab 14.5'f F.G. EL. 13.0f' F.G. EL. 13'f EL 12.03 EL. 11:10 Installer To Confirm Prior EL. 10, 6 1500 Gallon To Any Work Septic Tank EL. 10.61 H-20 Required (See Note 5) D-Box Existing D-Box Confirm Elev Prior to any work To Be Installed On �a Stable Compacted Base "OF4f 0 s C` u ' L IV/L :I DEVELOPED PROFILE OF SYSTEM .48168 "STE NOT TO SCALE3 ' 1 1�t����� Revision: Add addition to garage 12 1412015 Revision: Add septic tank to septic system & add system cross section 912912015 TITLE: Site P/arI PREPARED BY.• PREPAP..ED FOR: NOTES: C Proposed Garage/Art Studio En ineerinF & shella K. Lar a George H II TRS 1.) The property line information shown was = Engineering g y g compiled from available record information. r-ri At SU111Van Consulting, Inc. PO Box 422 eQ� //�� Osterville MA 02655 2.) The topographic information was obtained ✓6'T Sea View Ave. (508)428.3344 - P.O.Box659 - 7ParkerRoad,Osterville,MA02655 from an on the ground survey performed on seci@sullivanengin.com - wwwsuilivanengin.com or between 13/MAR/15 and 1/APR/15. � Bamstable,(Osterville)Mass- Draft. CTR Field: WK, CTR 3.) The datum used is NA VD 88, a fixed mean �y 20 p 10 20 40 80 DATE: SCALE Review: JOD Comp./Review: CTR sea level datum based on RTK Bench Mark set August 17, 2015 1: = 20 Project: 340037 by Applied Coastal Engineering. � Project: Largay