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BP-2002-26874 "Rewl;Tit 117)-2652W174itritili,:e .-AA:'-?-; --'•-•,;*:INelii - . -,,,tiri'ritsit'-, '‘ttivt,c-. ,- "-'/,-A*t: 45, ".. ,:ev .- Pe rmi l' 9:,4 4.4•,..4.-. -- 1- - -.4 &„ati;\ , 40, ? ,'Nek, . , i,--. •""•2, tt .",j 1:--. ,T - If7Z., ,,"'.°J" k\,'1014:*4-1:5it!1T,Th1117071(T,TC " """1-1-- ii ,:lijit4:t*."-310.1f; 4)3:4'1.5re.;$4.'-c"A - -11"1°1€47%;"14':4'161(.4 .':;4Kcfitr:ellii " 1"., PI al I/A‘ L'iri 2LikatZ4404;%"Qe• T..,--tv-v1; ...S}:i., ---::',-,:"±"".• 4/5.a v. 4,- 42. Tr-alt.:k•••••-'1:1-z-4-e$4i,-;-•k ,.,r.r.,c14414 . ?-"4"•?: .1.1iIIIilli ..-----Lir-: :.-44 :'-.,- ' - nea-D. '„„ . i4,-1/4. 4;41-VAtrie 4t-i:.„.'; :._44:,,..-.1,f;77. 44?-..74,F:- :".'1-:7_4,-;.-4,.,};,:.,iT. ,....' . ".,; , i 1 a.-... . w .7,_ ? • ' 1. ,. ki"4titif .,:r.:,,f,,,,,.„1.-:, r:pir.-f.'17.17, :::::.!..-.A:, ,zo-'4:)‘tx!....: •...3, .ir,.:: ,w2v....:47?p.‘.:7 :itinr• 5"0:i ? 0-182' 4 - ,i11,12.?-1,,,,T 4, - v•frt-lt"‘),"4". • 1.109)-F7' '-- ”?..1.;WAIS,-,,;--,-,4-,t2,, it, ,, ,-"-4 a, - .„,;) ,.,. , . , 0,...,;(,,,i,N::, -,--“-..,--2--4--i-L"?'•,:yirA41-c-ft5.b: , 1 4,„,0--$ .!, ,'" a ?..,' - - - ,..,---: ,,-, 'i'4Th'•"' : .1r 4d2:,;.&''745,. ' ''N-141k - jaki.k.‘AlC-7:- S frig ' I'; 0.4 d-V1: "..' hi : -`'N '111:',Ijiji«. ' 1.:.' .ife4:,..47-11;t';r:7.7rm,l;Milite(114.61'' 2414:E..; PERMLF“., • .., ty,-. 4 . . ' ps ir:Cii.;.1,.:-KIA'41 „ . ,, -,! ' 4.;».r 2.E1 ; iv- k-,...i..?4(.1t.:4,.ilp-zai,„':kr.1 • . -4ffir-r: L i .1 't ir_int.2- , ,--L-fri;k -;..,,L--:,,.7: t, ..;,t.-::7; -.,:-..L- .--1 ' : ..W. -.t..--1.1*.; .. -1 ' ::em,‘,,' ` * t.;c ::-411J-M11 .3I:t a tat7. - ... 2.*-Iz - Contractor 11'Is 4k,Xx-r-A''-72 .-4-1,_1/4 tJetTh:::,'"4:9zeiti ,;' -I: fij“,c1:1Lay-,, .-fiti:p,---Wil :73L-2.-gr.:5:410itiitqii--:,-C*:.:4:27Ltk-174-. Engineer ), . t ?----:,:-/ .:.-... ehe , ....1,,,_,c,41"1,,x,:.cei 1,r, ci.::::,:tc,;::;:,,.?.!..::-- • .' -3' ' -- rl4.,nizz7377T,",;',4 „ .11'i z,,-.:,,' , ,,,e-, t l'a. -Nce z,, .-"' , :41 ,4" . 'n I riAg [;:i r*O-TiVEkft' "711 Applicant.- : ' '" -t rfa ‘ ' .-:.-?; s'tit )fr'tkti;'711744 ) ireztrri,i....„iflutds4.4.1.:wiiit.44,1 .. et. ..„. .. -* ;..-; . .:,..,./A1/4.4,41, Aty if..,1./.,..,,;., --,,,,t,:,-iT.,..p........, fiifcr itAy ROBERT FE I - '' .c-, ft` .., IT:, er..,474,11,•; :,-, yi--.--,-:, ft,,Trifteiiic.,-..:•.=1:;- -sr.i.a,.. 4 , :tilet: s,,Se..4`:,•- ,-.- -nal•yei: rolf 5;7'-24:1- '-:ti.,,,,r.i!;-:ar.i.::'-!..-, D; '.'--r-n-'`,- 4-::: *1.1"Sniltlid 0WNER: .' ;]4;rfirob: ,0,...-.. .:,, pA .4K? i4,. .. .403.0*.fit,, ,‘W4i4, k r''' 1 L': t'ERREIRA ROBER ,=0t,II ,?,:r-,:aii '.." tritrer:51/412.1;:;,:cf ' ...•--' . tri,44101141110: Pk" ..f:,.kittg;-„*C4"•Ii:.`,NIILC 1 ... a sail',"Th..... I'l; f r•et...f 4A-41;41",,ttiMA DATE ISSUED: -et .7,7., ..,-,,..,......Atifix,44-ke-Qyti ...v4in Jr.;.,.1,•:, c -... t..,....t-si.-44 444tittini. "M'[11.W.If,J,74'.1*1._tta!,,,r,1/2-....... , TO PERFORM THE FOLLOWING FF WORK: . -7:,..c.- 1%?-E:';' llik.171.--tsitC11:544\-1; iliel'acilaitZ st4-2";; ,0'N"4911-heat, New single family dwelling with four hedrooms,01wDoE 0 n.es. itc,,e,';‘,' St0V, , ' - , two stall garage, front farmers porch,,N , , f, 1, 1K11, Sa7„1:17,;;:od;:it_ifr;13_,:g,e'41tt, a7.17:11i'agks-u 7:11::::::::, attached ' , ..,,, -)..- i • - ?-z%..-..--i-Y.- BUTT DING - jt "'"7: k' , 1 Itt:E:':: zid.',2 ,VW: * ,`r zk:kle•tl-io— •- , It kr:ri • : tii tt;,...,,,i.'X,,,....a p s., • • . ..z,mt. - -:1•Ak rt...2. ;.''' ProjectLocation ' ' - '. L;e'34 MILLERS; .... 4 ,.. „,,,t . • -- . _ ,.,, ...,..,:.1/2„,„••••, ,,-,4;44:,,,t.,,,..iti,;vti/,i41,„;:,•,..t".4„9)..2,,,-,2„ --;,,, i-,sit );,-:•,:-.„ • .. . .• . . - - '..--i ent'D ' ; ,?1,,,' ci.lt1-‘3.-;girh[f., .',:z2N--.:A: 9,**4.' :-.2:',;::-.,r.--• / -,,IT r r 1,-. -. :".4'1,4 -4:4,441:4-kfihti''''•.*• .-,---;";4:e•-:2-' c'-'.4 ,5_4t- art o • -.4. Approved/Issued By: ` ,, ._ ,:RALrfr0fic,, ,,,oC4!.,_: :stDemirG , . .grOf7::: yltrii ,N,I..;,(1„&c:"..;.i.,;( i,f,--.5ftv,frifi -2.,-.,, and any ak:', :;-;, sit.....T/Ap..,..0E, ;, .i,,7 _i..::..„:,....07 ,§',!:',::. All work shall comply WHk"-,•7180: CMR‘,.n. 6.1.14 Ed. G,L.,: ktri..;:4„,t3:,),-•,,,--;•,-48,,,,,rtott-- ..,,,,,;,,,: .•- ,, ,-,.-"1--mt-^,••••I•t •••••:1-1-,406,;„ ...,s,,:t... 4 , . ± 4-1 -,;, -- - -. -- .,- -- , - fel At If '• • - ,, t kk4P-v“,fr-- , rile: --.1''' POST THIS CARD SO/T/S VIS fir"AV ‘,4-__ - -irl;..fr.i , r.;4 ein-:_s:nym(:- ,i, i...fr,„:Fi:i ., ...: , •.frz.,:rt, -,--, SPECFION•is .•• • - .•'' ,-• — - t-- '-% ' - •REQUIRED.''.-UPON 2:0014.P . ., , ,,, 0,414,4• . I)or!, SCHEDUilAPPROPRIATE INISPEExPCTIREIONpSERAS780cmR ORE THAN f.t41kaYtkIi -.3- 7TAft-6 r ',-1,c.- ::".1--.: :t 11,-7,.(1,!.931,11..4..rott, ‘7 414'r:?*, 1 r- '''..." ,;: :1‘4.:R,, Vbarz.w. REQUIRED. THIS PERMIT WILL ON LAR OCCUPM'ICY PERMIT ••*";••-V.-:,--`-:"Atk4i7;4•1;'''..4 • 'i•Itt:3•A•'' • ;'''' -F--'-;.•c '' ' -,'• 'i,•-311:1;•>$:-.-4,''; e r!,•: ISSUANCEpFi ,.,A .7,, :yr.,j• c .„-c.<;'..',..' ' ;',':1.,:l'-.',. . the' i;ii61 x. 4ttiOnflia4-414!!. ‘.„.aL,,,,,,,,,, i .-_.7--.-ttc.,,I;.4- '---- •-.;-'ii, ,,,,proposed is anthorielpy .22ivrit-,...n.-- 4.0*.-rtsitrthstrAtio.-: ,--,, ,,go,. I hereby certify that by the owner to maketheet4sP application as hilagent and t? I;c1,7et7. 1;,:,,, iii--TeAk::, .1w."'"'ia ) lot WORKT-,if tiakisAnderitt -[J,11, tI:..-',$ ), ....- , '4- ;1;itittcs.,,. j. 'have reason to-STOr.,;„,_, ... ,.,,,,,..„ m *.ztir:ftr.'":. .:-..',.-..''..;Y-' - :, ,...--s..;,4,,- agencies may . . ._,_ ,,„,„2, ,,,i 1 ;ini,permit,..-, ‘tzto›,i,.-k:„ - . - , ,-- ,: .. ,-, -,: --.175 ;?,,s,,c-F:,-e.,,, .1., withstanding the isittancepf t s-191111M"wt.',, Jag,:kttir Act T.t".;.b,„:„.„:._ „ „.,_ , , ;Ls_i.:.,L.7iitah.siss.% 1 ,-Ifti - , -+I-Wr '''' i .'i,41Uf".:!--.5-..;-'11g4-.,;,i....e..,.-#1-7.-t?-7'.-I 7: J-7-w-r7,771.-i- - hi iit:-Iti.,.ar, aft - --:'''.. . -.„.' it''-i. - .,...k. +i ,J7V! Signature of Owner/Agent..,,,.% . , c ,-;!1-k..."),VS,;---e1,1, ,,_..i..:. cf:tt.t1,1.2:34 L' ,:''%(.-L'IE:74 :4, lig:vtffi4Ckt'ct: . l't.-- . - • I' -..- --..,•'4?..‘-'1.1-4-W,,„C -..n---- _ ,, - . ---:::3"-3.:7,:.•;;;4"..k":;-. : -47I- jX•4-,A1,-„F: i.s41,'W47t.;1'-itris:::- comments: Tj(c..:5.. ...... i :::,, ; -..! 4;?-4- v.,,,.t 1?,,,5--c4s.g V ; 41.. . --;: -. .X14, f,;-::` .- .• ; , . -- ,1 ' : .:;‘*.'....p-IPC..}.-ti.- 4.44tx-,,,h,..-.2- ,' . -, ii --- , , 11, REPLACEMENT FEE WILL BE REQUIRED FOR LO_,I.1,,..7 i,,;;r,,,,,, ,,,ts,44,,. :: .......y.._ .. - TOWN OF DARTMOUTH 27755 7 q a e e ." BUILDING RECEIPTS COLLECTOR'S OFFICE Name _ „�j - Property ,` ' ; / . Date; , 9 / ,( �. pyner. _/ t. �.,•_G r �i./t _..� � Job Location: -:' ( i White Copy-Collector's Office Plot: J.:'m Lot: ) Yellow Copy-Customers Receipt t Pink Copy-File Copy Green Copy-Building Department Phone: ` -.� ---i/^; ; C'C-,,.. . .(1, i / J � . Description General Ledger#'s Ref.#4 Amount License&Permits-Building 01000-44105 '( License&Permits-Building Misc. 01000-44105 7/7/2 / 01 OS�) License&Permits-Electrical 01000-44106 •rEB 2 l w4K4 2 .7c , / License&Permits-Plumbing&Gas 01000-44107 - Other Department Revenue 01000-42420 This is not a Permit or License for Building.Plumbing or Gas Received By: t%�l -' / TOWN OF DARTMOUTH g p-A BUILDING RECEIPTS COLLECTORS OFFICE Name;-r ILL ;' 'v Property " Date: 7 / ) IL" .Owner: 1 rri t bt,...- /Job Location: j'� /,jJ//. / %�'fl.]'\.;,% nc."._ t —,��,� J /�.A1 , L r(�Cof tikiTmoy-i.F G' (,0L' r„T`�rsc _ White Copy-Collector'sOffice Plot 7/ Lot 11 Yellow Copy-:Customer's Receipt / / f, k - Pink Copy-File Copy .�yy - NOV 2 2 Green Copy-Building Department Phone: 114 y/.. Description General.-Ledger s— ""Ref.# Amount License&Permits-Building 01000-44105 / License&Permits-Building Misc. 01000 44105 /�C 7Y 6!t) License&Permits-Electrical 01000-44106 License&Permits-Plumbing&Gas 01000-44107 Other Department Revenue 01000-42420 This is not a Permit or License for Building,Plumbing or Gas Received By: i `-� RESIDENTIAL 2002 ❑ FOUNDATION ONLY $25.00 APPLICATION FEE IS NON-REM:RUMBLE &NON-TRANSFERABLE DATE RECEIVED ` /�t.:,," DARTMOUTH BUILDING DEPARTMENT � :,. al a :�I � 400 Slocum Road, P.O. Box 79399 — r / Dartmouth, MA 02747 _.. 508-910-1820 FAX 508-910-1838 APPLICATION TO CONSTRUCT,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING HIS SECTION FOR OFFICIAL USE ONLY RECEIVED BY: �(�/� BUILDINGP RMIT DATE SENT FOR REVIEW: _ NUMBER: / / DATE ISSUED OK TO ISSUE-SIGNATURE: Kr - 41-iiiithirs. DATE or e) O i Buildingdi� r'fmmissioner/Inspe r�nags `. Zoning District: S roposed Use: 1Cld/ad Zone: ®'C 0 :_d A ❑V Outside Flood Zone 0 Aquifer.Zone THE FOLLOWING AGENCIES SHOD D BE NOTIFIED: 0 Board of bard of on.Corn. ❑Demo ❑DPW ❑Elec - ❑Energy Report Appeals Affidavit Card Sent: eutOff E w-up* fr ❑Fire ❑Gas ❑Planning Board* ❑Sewer Card ❑Water Card - - 0 Other Chief Cut Off /Cut Off /Cut Off Review* * REQUIRES INSPECTOR'S REVIEW BEFORE THE ISSUANCE OF A PERMIT. DEP TMENTAL APPROVAL' A Zoning Rea iew: Signature: , / o �J,�,e ji Date: ,�,// U/I ,/ � .L Energy Report: 0�L Signature: L ,' /V` Date: /_ 7 Fire Chief: 3 Signature0./ Wii //,9Q / Date: •30.0.2 Board of Health: Signature: J�.�./� Date: q Conservation Commission: Signature: j �� /QC d�ppc Date: C)L/ Other: Signature: J Date: Description of work being performed: /Jo If S e l2/ apro/iliw- mai, A Act SECTION 1-SITE INFORMATION \UMBER OF PLANS SUBMITTED:�j/J /J,"„/t .- SITE PLAN SUBMITTED: ❑yes 0 no ,�Iu ,/,ee' JG-t_ 1.2 Assessors Plat&Lot Number: 1.1 Property Address: JO 4 /1 f°*-, „ r-L-nn e Plat 90 Lot /1 - Nearest Cross Street:Ql d 61 Ri a-ct K1c[ Subdivision Name: 1.3 Historical District ❑yes 0 no Total Land Area Sq. Ft.: P 5, Ci ix i Has application been submitted to the Historic Commission? �) 6 ❑ yes ❑no Date: 1.4 Water Supply(MGL c 40 § 54): 1.5 Sewage Disposal System: ❑ Municipall>hrivate Well 0 Municipal lOn Site Disposal System Sfn ,QA- /Gi, c / PittAc., /eL2°2f'. C hid_...�rns b LIizapp.res,'\pd Page I �/O Rev.January 19,2001 RESIDENTIAL 2002 - - ' SECTION 2-PROPERTYTO ER4HIP/AUTHORIZED AGENT c- 2.1 Owner of Record: (o$) t9y / if / `�1/%'1/e,( 7y/5 fl Name(print) Contact Addre Phone Number 2.2 Authorized Agent: Name(print) Contact Address Phone Number - - SECTIONS--CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable❑ Licensed Construction Supervisor License Number Address Expiration Date Signature Telephone 3.2 Registered Home Improvement Contractor: Not Applicable❑ Are you a Home Improvement Contractor subject to(780 CMR-6)? 0 yes 0 no If no,go to the next section! Are you claiming exemption from the requirement? 0 yes ❑no If yes,submit the required affidavit! Company Name Registration Number(if none,state"none") Address Signature Telephone Expiration Date 3.3 For Residential Remodel Work Only PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND: QUESTIONS OR COMPLAINTS call or write: Home Improvement Contractors Registration, One Ashburton Place-Room 1301,Boston,MA 02108, (617) 727-8598 Owners Name(print) Signature by signing the above,the home owner acknowledges that there will be no eligibilty to the Guaranty Fund Date 3.4 Homeowner Exemption-One&Two Family Only FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 109.1.1 Licensing of Construction Supervisors: Except for those structures governed by Construction Control in Section 116.0,effective July I,1982,no individual shall be engaged in directly supervising persons engaged in construction,reconstruction,alteration,repair,removal or demolition involving the structural elements of buildings or structures,unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entitled Rules and Regulations for Licensing Construction Supervisors. Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section;provides that if a Homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor. For the purposes of this section only,a"Homeowner"is defined as follows: Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwellinP attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a Homeowner. If you are applying under this section sign elow: �w r, Signature: Vv z?�✓+i/ Your signature carries certain responsibilities,including but not necessarily limited to,general liability C:\bldg.forms\Bldgapp.res.wpd Page 2 Rev.January 19,2001 • RESIDENTIAL 2002 NOTICE TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any licensed Construction Supervisor,whether or not they have taken the permit are responsible for code compliance. (see Appendix of 780 CMR R5.2.15) SECTION 4-WORKER'S COMPENSATION INSURANCE AFEIDA' �ir-t€ g2 1 -.- t r ., Y am:: e Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: 0 yes 0 no SECTION 5-DESCRIPTION OF PROPOSED WORK(Cee 11 ii i r cable F - `-r-z new construction* 0 addition 0 alteration 0 repairs 0 chimney/ 0 woodstove (energy report required) (energy report required) fireplace ❑ deck 0 pool 0 accessory bldg. 0 replacement window/door 0 other 0 demolition (shed/garage) no. of windows doors (specify below): (specify below): * If new construction,please complete the following: Single Family: no.of bedrooms y no.of baths Two Family: no.of bedrooms unit 1 no.of baths unit 1 no.of bedrooms unit 2 no.of baths unit 2 ❑. Furnace(hot air)-fuel gas(natural or propane),fuel oil,electricity,other(specify): Si Boiler(heating)-fuel gas(natural or propane),fuel oil,electricity,other(specify): (het 0 i( ❑ HVAC(combined unit)-primary fuel,natural gas,propane,electricity,other(specify): ❑ Air conditioning-(separate unit) ❑ None of the above to be provided 'Sf Hot Water: Gas Electric Fuel Oil Other Brief Description of Proposed Work: ! rn 54nt,c� �AnYYt, . - CONSTRUCTIONCOSTS { � ` as 'r .-ib SECTION-6 ESTIMATED '+ r " � � ` • � .,,,kZ�� Item Estimated Cost($)to bee completed lby permit applicant I.Building it70 000 2. Electrical t&I O00 _ . 3. Plumbing !/ i°49 4. Mechanical(HVAC) 61'4ii"y)' a' eco 5.Total=(1 +2+3+4) *Estimated Total $ --)OO OOO SECTION 7A.-OWNER AUTHORIZATION-c34^' ;` ' ` E r, (to be completed when owner's agent or contractor applies for bud. n>{13d?IIcy` - ., , (please print) I, ,as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date 1 SECTION 7B-OWNER/AOTHORIZED AGEN -DE('P, OY - ' I. ." U ber 4- it/((A `G ,as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. , 1 . Signature of Owner/Authorized Agent Date C:\bldg.fornis\Bldgapp.res.wpd Page 3 Rev.January 19,2001 RESIDENTIAL 2002 SECTION 8-I/NSPEC R'S REVIEW/COMMENTS 1. Date plan reviewed: /0Y>V D) 2. 30 days to review period expires: 3. OK to issue date: 4. OK to issue subject to requested submittals(see project review worksheet): Date: 5. DENIED(see project review worksheet): Date: 6. HOLD reason: Date:7. HOLD subject to Zoning Board of Appeals action: Date: S. Comments: I 9. Inspector's Signature: Date: /O��`l v — SECTION 9-APPLI AN NOTIFICATION , p /J Applicant inf m of above Daft: yy� ime: Clerk: " ' / Comments: rJ �,/J ,,7A/7/ 412 ,) AI aa SECTION 10-OFFICE\INSPECTOR'S NOTES Total Permit Fee: S Less Application Fee: S 25.00 Remaining Balance: S __ TOTAL FEE: //C,r Gross Area-New Construction total sq. ft. � t J ( Gross Area-Alteration total s . ft. Permit 1: �" `� S ION 11 DDITI AL COMMEI' /SKETCHES g7V3 _fp ki /0 r- 4 itV (5° 6 eAZ 14- 3 0 .& ''',11e= ‘00. (SD Alaa6.7.- b., '4hnapp.res.wpd Page 4 Rev.January 10.2001 DARTMOUTH REQUEST FOR ASSIGNMENT OF HOUSE NUMBER Owners) of Property (g)1jel7, (A7,5-1/,t_ ((ei/a Present Address_6 ,iy62 5+ . l R;u<l jrY) (. p&%)fl Telephone Number Q ?9/S I G D.. _ House Location: Plat ;L() Lot Subdivision ,//A Lot Corner Lot ? Yes No Street MILLER DRIVE Single Family J( 2 Multi Famil Condominium # of Units Site Plan Submitted ? Yes No Date Submitted 7/ 7 as Signature of Owner House Number Assigned 34 MILLERS DRIVE Date Assigned 12-03-02 Date Assessors Notified Date Building Dept. Notified Date Owner Notified went, Department of Public Works lV 49) o+ck COMPLIANCE REPORT I I (chusetts Energy Code I Permit # ;heck Software Version 2.01 I I I Checked by/Date I , I CITY: Dartmouth STATE: Massachusetts HDD: 5426 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 2-27-2002 DATE OF PLANS: 27 FEB 02 TITLE: NEW RESIDENCEA � N.,�d �6� PROJECT IRSORROBIRT: uro 9 MR. AND MRS• ROBERT FERREIRA �3 �a p & q IL MAP 70• LOT 11 AC3py �� : [° ..�1 MILLERS DRIVE DARTMOUTH, MASSACHUSETTS COMPANY INFORMATION: nano J�� Be CCCL�u 4ab :i CORNERSTONE DESIGN/BUILD SERVICES gait i N SA 163 GRAND ARMY HIGHWAY SWANSEA, MASSACHUSETTS 02777 TEL (508)-679-2500 FAX (508)-679-2600 NOTES: 1. ALL HVAC INFORMATION PROVIDED BY CONTRACTOR. 2. ALL NEW WINDOWS TO BE MANUFACTURED BY SILVERLINE WINDOWS CO. (HIGH PERFORMANCE GLAZING 3. ALL NEW DOORS TO BE INSULATED STEEL DOORS OR EQUAL (U) VALUE. 4. BASEMENT TO BE UNFINISHED. SEE ATTACHED SHEET COMPLIANCE: PASSES Required UA = 452 Your Home = 445 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA CEILINGS 1391 30.0 0.0 49 WALLS: Wood Frame, 16" O.C. 2097 13.0 0.0 173 GLAZING: Windows or Doors 383 0.350 134 DOORS 67 0.350 23 FLOORS: Over Unconditioned Space '1391 19.0 0.0 66 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in a�l ( . DARTMOUTH /p5°er•Zt1 MASS ACHUSE TS CONSERVATION COMMISSION �a r 1 MICHAEL O'REILLY 400 SLOCUM ROAD• P. O. Box 79399 ore t n RONMENTAL AFFAIRS COORDINATOR DARTMOUTH, MA 02747-0985 `� 08)910-1822 •FAX: (508)910-1897 Cf. V V i ;. .://www.town.dartmouth.ma.us • St? 2:5 200t\ - -G Name of Person :uRequest '' p, �n ,I SS W Mailing Address Street Location Of Property To Be Viewed �r lI Yliill?( (''-A r)� ?(O OP 7() - -lot /7 City/Town, State Zip Code i�artmouth Assessors Map and Lot Number RaiS2 Telephone-Day Proposed Use f Land(house,addition,garage,etc.) SOS &q(0/995-S 7'en Telephone-Evening Signature of Person Making Request 1'1vioer6 e'dA1154.O. 47/(,Q 7R31h(r G Ferteite- Name of Owner of Site To Be Viewed P . Name 3, (prang- - Sf �� Owners address Signature of Owner of Site to be Viewed \I Rt M 9696 RC her1t 1;71(i/0 C h! ; c Li/LC r Print Name ref Site Inspection Fees: 1-5 Acres$50.00;5-10 Acres$75.00; 10-100 Acres$200.00;Above 100 acres$400.00 All filing forms are available in the Conservation Commission office,room 107 at the Dartmouth Town Hall,400 Slocum Rd.from 9AM-4PM Monday and 8:45AM-430PM Tuesday through Friday. • For parcels from 1 to 5 acres only,the Conservation Inspector is available to flag the wetland edge. However it is the Applicant's option to acquire the services of a private consultant to delineate the wetlands on a parcel of that size The Inspector has the right to require the Applicant to obtain the services of a private consultant to perform a wetland delineation on areas less than 5 acres where abnormal site conditions or extensive use of soils evaluation would require an excessive amount of time be spent by the Conservation Inspector in making a determination of the wetland areas present Sites over 5 acres must be flagged by a wetland scientist botanist or other qualified person prior to submitting the A-1 site inspection form. The Conservation Inspector will then review the flagging in the field and make adjustments where necessary. The Conservation Commission may require proof of the qualifications of the person performing the rlrlinei.tiop, Note:The A I Site Inspection is a procedure outlined in the Dartmouth Wetlands Protection Bylaw.It is a service available for the purpose of identifying wetland areas on a site. The issuance of this completed Site Inspection is NOT a final determination of wetland boundaries or their jurisdictional status under the Massachusetts Wetlands Protection Act(MGL Ch. 131 §40)or the Dartmouth Wetlands Protection Bylaw. Only the issuance of a Determination of Applicability or Order of Conditions by the Conservation Commission finalizes the determination of wetland boundaries anchor their jurisdictional status under these Laws. The completion ofthis Site Inspection is not an authorization to proceed with work.This site inspection expires three(3)years from the date of icannnre CONSERVATION COMMISSION INSPECTOR COMMENTS AND RECOMMENDATIONS 13/ No wetlands or other areas subject to the jurisdiction of the Conservation Commission exist on site or within 100 feet of site. No other filing with the Conservation Commission required. ❑ The proposed work is not located within 100-feet of a wetland area. Other wetlands may exist on site. Any further work to be located outside of inspected area requires the filing of an additional A 1. ❑ Wetlands exist on( North, South, East, West )of site.Please refer to drawing(if provided by inspector)for location information. All locations on sketch provided by inspector are anoroximate. ❑ Edge of wetland has been marked on site by Inspector. Flag numbers: wet Through wet - Additional wetlands marked wet_ Through wet wet Through wet wet Through wet wet Through wet ❑ Wetland delineated using: ❑ Vegetation only ❑ Soils and vegetation ❑ . Any activity(clearing,digging,removal of vegetation,etc.)in a wetland or within 100 feet of a wetland requires a permit from the Conservation Commission. No work shall begin until permit is received. This completed form is not a permit. ❑ A Request for Determination should be filed with the Conservation Commission before any work begins on site. ❑ A Notice of Intent should be filed with the Conservation Commission before any work begins on site. ❑ Coastal Bank exists on site. Engineer must delineate Coastal Bank per DEP Wetland Program Policy 92-1. Delineation must be submitted to the Conservation Commission office for review and approval. ❑ 100-year flood plain may be present on site. Engineer or Dartmouth Building Department must determine if proposed work is located within flood plain. Ifwork is located in flood plain then a further filing with Conservation Commission is required ❑ A survey plan of the wetland delineation should be submitted to the Conservation Commission office. ❑ Due to abnormal site conditions and/or the necessity of gathering an extensive amount of soils information to adequately describe the wetlands on site the applicant must obtain the services of a private consultant to perform a wetland delineation. The delineation must be submitted to the Conservation Commission for review and approvaL N Other Comments: Any rough sketch hand drawn on the attached plan by the Conservation Inspector is NOT TO SCALE. The applicanUowner should have the flag line surveyed onto a plan to determine the actual extent of the wetlands on the site. Date of Issuance Michael O'Reilly ' Environmental Affairs •• 'l..r Elizabeth H. Leidhold - tt auzvotacl Conservation Officer .�: . _ .... —___ The Commonwealth of Massachusetts ( ' Department of Industrial Accidents !A — Office ofIOYCSUIa!ions 600 Washington Street p .° Boston,Mass. 02111 Workers' Compensation Insurance Affidavit .; � � : . Z!jnT�_ltffill:lilicticieritiffC�1.Is`Hill`'elLlie'_ ; - nam-: IIe i. „ , 0 �J location: / () A" 1 I A\l_b(C) \U,-C_ • l city �c '�l Ill Ols t f\ A. phone# 5-00 ia j/ 7/ 6. ❑ I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one working in any capacity • ❑ I am an employer providing workers' compensation for my employees working on this job. company.name: - Address: - city: - - -1 - • - phone#: insuranceco policy ' # - O I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: companyname: - -- - - - - address: : - -. city:- • — phone#. insuranceco. - policy# company name: - - address: - city: • - - - - - - - phone#: insuranceco. - polley<# '$ 0pg t essa "1~ 3-;., . t. '; `�tllt'•. Failure to secure coverage as required under Section 25A of MC L 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me: I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the pains andpenalties of perjury that the information provided above istrue and correct • 1 4 Signature .0 'ilia Date • �/ �y Print name " obey t f&'e4/C,t Phone# •5'0 - 61 /5it2 official use only do not write in this area to be completed by city or town official' ` IN ry city or town: permit/license# B.n ."" 7, ou Q check if immediate response is required Usti ones contact person: phone#; • QOthl \ 1 (revised 3/95 PIA) • . Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual , partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apai Intents and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to bean employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally, neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. • 4r, .,. x 'sx4t. '�. sht :..^ = " .. en- � Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numberssas'nil affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. ' z,i, ,� ,.,`..'fir„ s Yt"r�,.�� ,,.�,s;,� 2 -.. ' City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a.space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits maybe returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, - please do not hesitate to give us a call. 3t Ati `I'erm.0 <. Sri' s,..... The Department's address,telephone and fax number: The Commonwealth Of Massachusetts • - Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 Permit allo. BP-2002-26874 Project Location: 34 MILLERS DRIVE Commonwea(tfi of Massachusetts ' TOWN OF DARTMOUTH GIS#: 3612.00Map: 3610 400 Slocum Road,Dartmouth,MA 02747 Lot 0011 Phone: (508)910-1820 Fax: (508)910-1838 Sublot: 0000 BUILDING PERMIT Category: NEW DWELLING FIELD INSPECTION EstJCost: $2000 00068 Fee: $554.00 Contractor. License: Phone I* Phone Class: Use Group: R4' Lot Size(sq.lt.) 2.07A Engineer: License: Phone#. Zoning: SRB New Const.: 4,943 sq.ft. Applicant: Phone#: Alt.Const.: N/A ROBERT FERREIRA (508)679-1598 Ceiling: R-30 OWNER: Walls: R-13 FERREIRA ROBERT&CHRISTINA Floor: R-19 ` A2 I/ ODATE ISSUED: / '`° 1�D �r Glazing: U-.35 ;�@ TO PERFORM THE FOLLOWING WORK: New single family dwelling with four bedrooms, two full and one half baths, well water, septic system, oil heat, attached two stall garage, front farmers porch,NO DECKS, wood burning stove with two flues DATE TIME TYPE OF INSPECTION&REMARKS IINNITTIAL 07 tiu 5 /J.'JD Le-- ----A,- %:-z c u-e, a % ( tx6cLe /84,,,e44-7 t;',,t , 443 3.3-) eo-N ,<,c-to o Ar 7/03 2.'So , � $23 3 ac (9LJr<7 g o% X fiett-A.0-)._e, ,LA_e_,_14-y: „,4e-mr acen "P" OS/03 Lb /c &tA47, ' S, >I�VA � I 62 urA�- 0 zP .P n/ SL , A RA/t/AO 4 I 3 ''M- 6 2-cc r x_4 7 7 e? o x Sy2e-7.767 nr �}} ..... ,..nr n Li- die .._ .. 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A, o e D cn Permit No. BP-2002-26874 GIS#: ' 3612.00 LiLi/2 �q�/ Map: - 0070 Commona/Oatth o f///addachudettd Lot: 011 sue Lot. 0000 TOWN OF DARTMOUTH Category:„ NEW 400 Slocum Road,Dartmouth,MA 02747 DWELLING Phone:(508)910-1820 Fax: (508)910-1838 Project# JS-2003-0568 Est,Cost $200000.00 PERMISSION IS HEREBY GRANTED.TO: Fee: $554.00 Const Class: Use Group: R4 Contractor: License: Phone#: Lot Size(sq.-ft.) 2.07A Engineer: License: Phone#: Zoning: SRB New Const.: 4,943 sq.ft. Applicant: Phone#: Alt.Const: N/A ROBERT FERREIRA (508)679-1598 Date Typed: 12-31-2002 OWNER: FERREIRA ROBERT&CHRISTINA�I DATE ISSUED: 2/ -//v 3 TO PERFORM THE FOLLOWING WORK: New single family dwelling with four bedrooms, two full and one half baths, well water, septic system, oil heat, attached two stall garage, front farmers porch,NO DECKS, wood burning stove with two flues PT TTT ,TlT \TG _pc p A./T T - - __ — rr s Y v—mot �- - :�F _ Project Location: 34 MILLERS DRIVE Approved/Issued By: _ RALPH SO A,LOCAL áGTOR All work shall comply with 780 CMR 6T11 Ed. (MGL Chap. 143) and any other ap le Mass.Laws or Codes and plans on file. POST THIS CARD SO IT IS VISIBLE FROM THE STREET SCHEDULE APPROPRIATE INSPECTIONS AS REQUIRED. UPON COMPLETION OF WORK, FINAL INSPECTION IS REQUIRED. THIS PERMIT WILL EXPIRE PER 780 CMR 111.7 (NOT MORE THAN 3 EXTENSIONS WILL BE GRANTED)OR ON ISSUANCE OF A REGULAR OCCUPANCY PERMIT. I hereby certify that the proposed work is authorized by the owner of record and I have been authorized by the owner to make this application as his agent and to receive this permit, I further understand other agencies may have reason to STOP WORK if items under their jurisdiction are not met; not withstanding the issuance of is Building/Z ning Permit. Signature of Owner/Agent: 7` ijf'4,✓I Comments: REPLACEMENT FEE WILL BE REQUIRED FOR LOST SIGNATURE CARD Commonwealth of Massachusetts .. . TOWN OF DARTMOUTH BUILDIN G PERMIT Project Location: 34 MILLERS DRIVE Map 0070 Lot 0011 Sublot 0000 Issued To: FERREIRA ROBERT & CHRISTINA Contact Phone No.: (508) 679-1598 Date Issued: 0 M Permit No.: BP-2002-26874 To Perform the Following Work: New single family dwelling with four bedrooms, two full and one half baths, well water, septic system, oil heat, attached two stall garage, front farmers porch, NO DECKS, wood burning stove with two flues Inspector of Plumbing Inspector of Wiring D.P.W. Inspector Building Insp cto.r g n e11' U3 r Underground: Service: h Water Service#: Footings: Ot_, Rough: 7--6d—e. £' 7 Rough: ri idvki 1'�i" Sewer Service #: Foundation:O/� l/h/.).7,, Final: /i • 19. ,,) � Final: V.4,4 Cross Connection Final: Rough Fr m Comment: , Comment: , J Comment: Firepl Clit iP:0 t' 1;1 e 1 47 7 Insulation. Oil / P L'il 1.4'i Final: OX //3-A-3 'ti Treasury: Comment: Inspector of Gas Fire Department Board of Health E-911 Rough: Oil: 0 K Final: IV/ 7‘.) Smoke: N�1 � ///,�s oe 0 / 5 f caottfrilc tV bi76 i-Vat. Comment: Comment: Comment: t/�/�,r j Comment: Iola®/ Gi Additional Comments: Prior to issuance of Certificate of Occupancy/Completion, this card must be returned to the Building Department with all necessary inspections signed off. Department phone numbers are listed on the green "Town Agencies" document provided with the building permit application. REPLACEMENT FEE WILL BE REQUIRED FOR LOST SIGNATURE CARD N O ow me cys u O H a Z a to N 1- 1 w a u 0 0 n a O v H Z_ rt CL a f- 294.42` MILLERS DRIVE 300.001 � 7 • �w y�j rt o• -,..._ 111:: N KKC?AFTING FORM NO. 101.61 4a0.#7 232.8 FtB7F 225.0 N � o� 294.51' n03R M . 1 I f F-" rm% &#�% r_% r0% „ , r s CONCRETE RISER 8 COVER TO BE BUILT UP TO WITHIN �•f nr- rfAffell 1 nnw nr- T.0 <30 227 r 229.08 a " 9. l2 " CLEAN WASHED STONE W/PEA STONE COVER CAM rn D fTVD I 35' 3 7' LEACHING AREA DETIrAIL NOT TO scare 27.96f General Notes 1 The sanitary sewage disposal system shown hereon shall be CONSTRICTED IN ACCORDANCE with the 9 requirements of 1995 310 CMR 15 (TITLE V) of the State Environmen'al Code and local Board of Health ulations. An MODIFICATION TO THiS DESIGN must be approved In Ming by the engineer and the local re 9 Y Board of Health. 2. Contractor shall verify and check the BENCHMARK(S) as shown on thR Plan prior to construction. 3. Notify the local Board of Health when the system is ready for iNSPECTiON, prior to any backfilling. If CONFIRM ATION OF CONSTRUCTION as -built) is required, 3 day advanced notification -is required. 4. DEEP TEST HOLE INFORMATION indicates soil condition, percolation rate, and water table elevation at t he time and location of actual testing and should be verified at the time of cons'-iiction• The contractor shall notify the local FINISH GRADE � Board of Health if GROUNDWATER or PERCHED WATER is encountered at a higher elevation than indicate on 8.84 �11� 1' 230.0 this plan. 228.58 i2" 1�11N. -- 3f" AX • ( M .1 5. TOP OF FOUNDATION, BASEMENT and FIRST FLOOR elevations rr,,:Iy be raised but NOT LOWERED without %Z�F. - - - - - 2" LAYER OF 1/8" - 1/2" DIA DOUBLE WASHED STONE - - - - - -•- - - - - 1228.9 the consent of the engineer. F 10 5 PROP. D-BOX 1228.4 i NOT designed for the use of a garbage gr inder or + " SDR-35 PERFORATED PIPE (OR EQUAL] . SL= 0.005 1 6. Unless specified in the Basis of Sanitary Design, t is sys em s :Lft..::� ••.: •r . •• • r\228.633/4" - t I/2" DOUBLE Y�ASHED STONE FREE FROM other high water usage devices. IRONS FINES S DUST _ 1227.9 5' 7. Where the building sewer pipe exits the foundation ABOVE the basement floor, an effluent a grinder pumf 5' g conformin to 310 CMR 15.229 may be used to discharge A VOLUME OF LESS THAN 25% OF THE DE: 31IG 5 I SAND OVERDiG 1 FLOW from any future basement bathroom / sink facilities. 1222.9 jTY those components shall confo Tn to ail • - - -- -- -- _ _ _ _ ..._ _ B _TT_ _ _ SAND __ _ _ 1 8. if any components of the proposed system are specified as HEAVY Dt Pa _0 OM OF _OVERDIG _ `I i30"BELOW EXISTING GRADE EL.� 216.0 _ state and local requirements for ASSHTO H-20 loading. i 9. The SEPTIC TANK shall be 1500 gallons minimum, unless otherwise c;'Decified on this design plan, and fitted with PVC schedule 40 INLET TEE and OUTLET TEE WiTH GAS BAFFLE )f proper length. Septic tank cons! ruction _ - shall conform to 310 CMR 15.226. The SEPTIC TANK OUTLET COVER is to built up to within 6" of the f,��i:shed BANS OF SANITARY. DESIGN • R 4 BEDROOMS grade unless otherwise specified on this design plan. Building Usage. 3 BEDROOM, DESIGN FO • SEPTIC TAN DISTRIBUTION BOX, and PUMP CHAMBER (if any) ��all be placed On a 6" minimum cc mpacted Tale 5 Sewage Flow. 330 GPD 10. K, 2.5 GRAVEL BASE to prevent heaving or settling. ALL SEAMS ARE TO :�E WATERTIGHT, sealed with asphalt Septic Tank Size: 1500 GALLON cerrwnt or other cement suitable for that speafic component. 58 Garbage Grinder: NONE 11. EXCAVATE ALL UNSUITABLE MATERIAL within five feet horizontally• Of the leaching area from the pea stone Washing Machine: YES final exlstin rode. Excavation n la be cover down to elevation El. = 2l6.0 ( ti30 Inches below the o-=g 9 9 ) Y Percolation Rate: TP 113=6 MIN.nNCH, TP 114=7 MiNANCH, See notes 11 a & 11 b. 5 .required to extend deeper if uniform suitable material is not encountered. 20 TP 115=9 MIN./INCH, TP 116=2 MIN./INCH, •'' i Design Rabe: 10 MINJiNCH ' 15.246 & 11 a &b SOIL PREPARATION PROCEDURE FOR THE LEACHING FACILi-`," AREA shall . conform to 310 CMf, 15.247. Any EXCAVATION OF UNSUITABLE MATERIAL designates: on the plan shall conform to Cons, :ruction in 5 PROPOSED LEACHING FIELD INFORMATION Fill requirements as outlined in 310 CMR 15.255 (1-6). _ 2.51 Bottom Area: 20 ft,. (width) x 37 ft (length) = 740 sq.ft. Design Flow Provided: 740 sq. ft. x 0.6 gpolsq.ft. = 444 gpd 12. ANY LEACHING AREA (OR PUMP CHAMBER} VENTS shall be cony}rutted of 4" solvent weld SCH 40 PVC, The twin 90 degree elbows comprising the "Up shall not.be glued. Any D-b- �Y vent pipe shall utilize an inlet kr� out. Vent to extend 24" min. above proposed grade. - SOIL SUITABILITY ASSESSMENT INFORMATION 13. An CLEAN -OUTS shown shall extend win 3" of fin. grade and cape^J with a SCH 40 threaded clean oL it fitting. Date(s): 11/2712001 Performed by. KEVIN SILVA y Witnessed by: SUSAN GRIFFIN 14. o N HEAVY EQUIPMENT shall be run over the components or the prr_!�,ared leaching area during installation. RUBBER TIRE MACHINERY are not to be driven over the prepared r',�tural soil base or sandistone bed during ,yo 300.00' / 22� 3 DEEP OBSERVATION HOLE LOG SE # 113 (EL = 226.4) to accompany TP 113 Depth Soil Solt Soil Soil Other. Structure, from Horizon Texture Color Mottling Stones, Boulders, Surface (USDA) (Munsell) Consistency, % Gravfai 0-2" 0 Boulders 2-8" A Sandy Loam 10YR 313 Fine, friable, boulders 8-36" Bw Sandy Loam 10YR 618 Fine, friable, boulders 36-108" C, Sandy Loam 2.5Y 613 48" Fine -medium, firm, stommn, 2.5Y 611 and cobbles and bouidera 2.5YR 418 108-168" C2 Loamy 2.5Y 712 Firm, loose when brokein SandlSand up, coarse, 20-30% gravinl, stones & cobbles BEDROCK DEPTH a none C 168" ELEVATION = 212.4 SEEPAGE DEPT*-] none @ 168" ELEVATION = 212.4 ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH = 48" ELEVATION = 22-2.4 DEEP OBSERVATION HOLE LOG SE # 115 (EL = 226.8) to accompany TP 115 Depth Soil Soil Soil Soil Other. Structure, from horizon Texture Color Mottling Stones, Boulders, Surface (USDA) (Munsell) Consistency, % Gravel 0-2" I 0 Boulders 2-10" I A Sandy Loam 10YR 313 Fine, friable, boulders 10-39" BW Sandy Loam 10YR 518 Fine, friable, boulders 39-130" C, Sandy Loam 2.5Y 6/3 48" Fine -medium, firm, stones, MY 6/1 and cobbles and boulders 2.5YR 418 130-178" C2 Sandy 2.5Y 712 Firm, loose when broken Loam/ up, coarse, 20-30% gravel, Loamy Sand stones & cobbles BEDROCK DEPTH = none 178" ELEVATION = 212.0 SEEPAGE DE?TH = none @ 178" ELEVATION = 212.0 ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH = 48" ELEVATION = 222.8 SOIL SUITABILITY ASSESSIVIEN system installation. 15. TANK SEAMS, riser connections (if any), and all plumbing joints to b, Installed 100% WATERPROOF. �.LL JOINTS MUST BE WATERTIGHT, sealed with tubber joints, cement or other suitable sealer for that spE cific component. An groundwater or surface water entering the system \&�'1 severely limit the life span of the System. P Y t6• All wells found wlthin 200' of the proposed S.A.S. are shown on r lay• 17. Percentage of lot coverage = 11.Z% i DEEP OBSERVATION' HOLE LOG I SE ## 116 (EL = 226.2) to ar.;company TP 116 l Depth Soil Soil Soil Soil Other. Structure, tfrom Horizon Texture Color Mottling Stones, Boulders, Surface (USDA) (Munsell) Consistency, % Gravel j 0-2" I Fill Boulders 12-16" 1 O/A Sandy Loam 10YR 313 Fine, friable, boulders 16-36" Bw Sandy Loam 10YR 618 Fine, friable, boulders 36.132" C, Sandy Loam 2.5Y 613 40" Fine -medium, firm, stones, 5Y 611 and cobbles and boulders 2.5YR 418 132-177" C2 Sandy Loam 2.5Y 712 Firm, loose when broken up, coarse, 20-30% gravel, 1 stones b cobbles { BEDROCK DEPTH - none @ 177" ELEVATION = 211.6 SEEPAGE DEPTH = none @ 177" ELEVATION = 211.6 ESTIMATED SEASONAL HIGH GROUNDWATER DEPT•}I = 40" 1 ELEVATION c 222.9 Date(s): 2/24/94 Performed by: Ken Fortier Witnessed by: Wendy Henders;an TP 113 (E1.=226.4) TP 115 (E1.=22`:.4 0-10" Organic Decay 0-10" Orgainic Decay 10-48" Silt Subsoil y 10-35" Silty Subsoil 48-120" Tight Mottled Silt Sand, Cobbles • 35-76 Fine Mottled Silty Sand 120-170" Tight Med-Coarse Silty 9 Sand, Cobbles, Rocks 76-108" . Tigre, Fine Sand, Silt, Gravel, CobblE 'Perc Rate = 6 Min/inch 138"(EI=214.9) 108-151" Med•-Coarse Sand, Silt, Gravel No Groundwater Found 151-188 Sanci, Gravel some Silt Perc Rate = 9 Kin/Inch @ 120" (EI=216.4) TP 114 E1.=226.7 No Groundwater Found 0-10" Organic Decay -38" Silty Subsoil 1 0 `J TP 1'i 6 (E1.=22(:�. 4 • - 18" Tight Mottled Silt Sand, 38 1 9 Cobbles o� 0-10 Org�nlc Decay 118-170" Tight Med-Coarse Silty 9 Sand, Cobbles, Rocks 4" Silty, it 10-4 y Subsoil Rate = 7 Min/Inch 136"(EI=215.4)44-132" Perc �a Tigr+t Mottles Fine Sand, Silt .� n No Groundwater Found 132-168 Tight Med-Coarse Sand, Silt 168-186" COci-se Clean Sand, Cobbles Perc Rate = 2 hiflin/Inch @ 150" (EI=213.9) Groundwater Ff.7und @ '182" BOARD OF HEALTH STAMPS "I'HIS SYSTEN1 IS N107 coNSTRUCi1ONOFTHIS BAC1NxVASH0FW1ATEPRFIC/a OMOR DESIGNED FORGARBAG; SEPTIC SysTEf�i VjUST 13E CoVipEEDWI-THTHREEFILTRATION DEVICES MAYGRINDER9l�diR_PQ0_ NOTBEDISCHARGEDlQ OROlHERHICi\iAl(3)YEARSOF-THEDATE E. L 01F APPRO�AL THIS SEPTIC SYSTEA 310 USE DEVICES, CIAR 15-004 , BOARD OF HEALTH STAM PS .......... .ENGINEERS AS -BUILT POVED BOARD OF HEALTH INSPECTION -PLAN CERTIFICATION' Qa°F HEq<r REQUIRED WHEN EXCAVATED STATEMENT REQUIRED 0 rjAtE� � THE pPpROVA. BY THIS OFFICE �YATION fDOESMOTGWRAtJiEETHE �l. S MUST NOT BE 0�j„a`opP� EFFECTIVENESS OF FPlY �`,�-; �',!`��i��[�I�JITI-{iJLI BOARD INSTALLATION PI."N 1{I PPUVgL DARihiDUTH BOARD OF HEALTH P.E. STAMP SEPTIC SYSTEM DESIGN PLAN I I Ali P.L.S. STAMP -ow-NAL& - AL�N CF � ASS' KENNETH Gm R. --� w FERREIRAAa c; No. 28716 oQ-. G1STE� OWNER: ROBERT a CHRISTINE FERREIRA ASSESSORS NEAP & LOT: MAP 70, LOT II Infarsectio of AlbrQ Eve. R STREET LOCATION: Millers Drive ENGINEERING FIRM,: Kenneth R. Ferreira Enlln'eerinqv Inc, 6 Foster Street.New Badfords MA. 02740 Tel, (508) 992v-.0020 Fax: 508 992v-,33'74 DATE: I226v-01 Scole: 1114 � 30' CONTACT PERSON: ' K. Silva ADDRESS: some as 0ove JUN TEL: SE 23Z�3_0 I y • _ / Cf ij � o f Locus R 0 Id I�kill. River Rogd c� . LOCUS MAP - ,NOT TO SCALE 225 A Z ► i 1 r� 233.9 232.8 C011CRETE RISER 8 COVER - TO BE BUILT UP TO WITHIN • '' ---- 6" OF FINISH GRADE .. 1 - FINISH GRADE 231.5 '1 t ., 12 MIN. y r 229.95 ' 229 F-11SCH .33 4 40 VC .= 3 ' SL' •02 LIQUID LEVEL ab .a •� PROPOSED 1500 GAL. SEPTIC TANK •.' •�,�. • • ., • 4-6 GAS •' 4� 301 - =, .0 '. BAFFLE ;• 0 . ., « y . FIBIF /0 -6 - 1, 3 �30 i rL Coco' � i02.7' PR P. WELL I A 1114Z J CB FRAME - 226.6 294.ID D.M.N. 227 CB FRAME - 22 7.0 229.08 3" - ►!•f rt PAN WASNF'n STONF- Z 35' 3 7' LEACHING AREA DETAIL NOT TO scare 27.96; 300.006 225 3 _ M. ; . _ _ . _.. r,_._.. _ ,__.. ......_... _ _.._. General Notes 1. The sanitary sewage disposal system shown hereon shall be CONS ' RUCTED IN ACCORDANCE vntl the P Y r requirements of 1995 310 CMR 15 (TITLE V) of the State Environr,-,antal Code and local Board of Hey Ith f regulations. Any MODIFICATION TO THiS DESIGN must be apprtrved in writing by the engineer and :he local Board of Health. f 2. Contractor shall verify and check the BENCHMARK(S) as shown 0-,. this plan prior to construction. when the s stem is read for 1NSPE TION, prior to any backfiliing. if 3. Notify the local Board of Health y y CONFIRMATION OF CONSTRUCTION (as -built) is required, 3 day advanced notification is required. f I 4. DEEP TEST HOLE INFORMATION indicates soil condition, percol ='.ion rate, and water table elevation at the time and location of actual testing and should be verified at the time of G�nstruction_ The contractor shall notify the local Jil�I�lf �� FINISH GRA Board of Health if GROUNDWATER or PERCHED WATER is enccJntered at a higher elevation than indicated on 28.84 j 230.0 228.58 a this plan. (12 MIN. -- 3f" MAX.) �,.• •.�. - .% -- -- - - -- - - ------ - - f " _ " _ _ N _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ 226.9 5. TOP OF FOUNDATION, BASEN'ENT and FIRST FLOOR elevatio~ =may be raised but NOT LOWERED without I a 2 LAYER OF 1/8- 1/2 DIA DOUBLE WASHED STONE - I 2 the consent of the engineer. .� PROP. p-BOX �" 1 • { " SOR-35 PERFORATED PIPE (OR EQUAL) SL= 0,005 1228.4 designed for the use of a oarbaa cinder or •: •r - - I 6. Unless specified in the Basis of Sanitary Design, this system is NG 9 9 1 - • • r 228.63 3/4" -1 I/2" DOUBLE WASHED STONE FREE FROM � other high water usage devices. l IRONS FINES 8 DUST _ 1 227.9 5' r-sT►ent floor an effluent a grinder pump Where the building sewer pipe exits the foundation ABOVE the ba_-= l 5 1 conforming to 310 CMR 15.229 may be used to discharge A VOLT ME OF LESS THAN 25% OF THE DESIGN SAND OVERDIG 5 I I FLOW from any future basement bathroom I sink facilities. 1 1222.9 BO_TT_OM_OF SA_NQ_0_VE_RD_IG 8. if any components of the proposed system are specified as HEAV ; DUTY, those components shall inform to all 130'-BELOW EXISTING GRADE EL.= 216.0 - - - - - - - - - - - -i } state and focal requirements for ASSHTO H-20 loading. G. The SEPTIC TANK shall be 1500 gallons minimum, unless otherwise specified on this design plan, an fitted with PVC schedule 40 INLET TEE and OUTLET TEE WITH GAS BAF1_._E of proper length. Septic tank construction BASIS OF SANITARY DESIGN shall conform to 310 CMR 15.226. The SEPTIC TANK OUTLET CDVER is to built up to within 6" of the finished Buildin Usa e: 3 BEDROOM, DESIGN FOR 4 BEDROOMS g► ade unless otherwise specified on this design plan. 9 9 2.5 Title 5 Sewage Flow: 330 GPD 0. SEPTIC TANK. DISTRIBUTION BOX, and PUIUiP CHAMBER (if a":•'} sha11 be placed on a 6" minimum compacted i Tank Size: 1500 GALLON GRAVEL BASE to prevent heaving or settling.. ALL SEAMS ARE Septic Ta -,OBE WATERTIGHT seated With asphalt cer .ant or other cement suitable for that specific component. 5Garbage Grinder: NONE .� 1 EXCAVATE ALL UNSUITABLE MAT ERiAL within five feet horizon,=lly of the leaching area from the pea stone Washing Machine: YES cover down to elevation EI. = 216.0 ( 130 inches below thr onginal existing grade.) Excavation may be 5 20, Percolation Rate: TP 113=6 MINJINCH, TP 114=7 MINJINCH, ,� r IN INCH TP 116=2 MIN./INCH required to extend deeper if uniform suitable material is not encoun'r�• See notes 11 a & 11 b. TP 115=9 M •1 , � Design Rate: 10 MIN.IiNCH 1 a &b SOIL PREPARA IION PROCEDURE FOR THE LEACHING FACII' i Y AREA shall .conform to 310 C t�lR i 5.246 & 5` f 15.247. Any EXCAVATION OF UNSUITABLE MATERIAL designs ed on the plan shall conform to Ccnnstruction in PROPOSED LEACHING FIELD INFORMATION Fill requirements as outlined in 310 CMR 15.255 (1-6). 2•5' Bottom Area: 20 ft.. (width) x 37 ft (length) = 740 sq.fL _ 4 12. ANY LEACHING AREA (OP, PUtJIP CHAi�iBER) VENTS shall be c:nstructed of 4" solvent weld SCH 40 PVC, The - Design Flow Provided: 740 sq. ft. x 0,6 gpolsq.ft. 444 gpd twin 90 degree elbows comprising the "U" shall not be glued. Any r box vent pipe shall utilize an inlet knockout. Vent to extend 24" min. above proposed grade. SOIL SUITABILITY ASSESSMENT iNFORMATION Date(s): 11/27/2001 Performed by: KEVIN SILVA 13, Any CLEAN -OUTS shown shall extend win 3" of fin. grade and ca.�.),ed with a SCH 40 threaded clear out fitting. Witnessed by: SUSAN GRIFFIN 14. No HEAVY EOUIPIAENT shall be run over the components or the .•:e_pared leaching area during instcellation. . P ' Q dlt pbD,dd BENCHMARK: RIM OF D.M.H. ELEV.: 226.0 / 228 26 DEEP OBSERVATION HOLE LOG SE # 113 (EL = 226.4) to accompany TP 113 Depth from Surface Sol/ Horizon Soil Texture (USDA) Sol/ Color (Munsell) Soil Mottling Other: Structur�;, Stones, Boulders;, Consistency, % Gr-mvel 0-2" 0 Boulders 2-8" A Sandy Loam 10YR 3/3 Fine, triable, boulditlrs 8-36" Bw Sandy Loam 10YR 618 Fine, friable, bouldnirs 3f.108" C, Sandy Loam 2.5Y 6/3 48" 2.5Y 6/1 and 2.5YR 4/8 Fine -medium, firm, stcnnes, cobbles and bould(-!m 108-168" C2 Loamy Sand/Sand 2.5Y 7/2 Firm, loose when bin ken up, coarse, 20-30% gravel, stones & cobbless BEDROCK DEP T n - none C 168" ELEVATiON = 212.4 ELEVATION = 212.4 SEEPAGE DEPT'-- none @ 168" ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH = 48" ELEVATION = 222.4 DEEP OBSERVATION HOLE LOG SE # 115 (EL = 226.8) to accompany TP 115 Depth Soil Soil Soil Soil Other. Structure, from Forizon Texture Color Mottling Stones, Boulders, Surface (USDA) (Munsell) Consistency, % Gravel 0-2" O Boulders 2-10" I A Sandy Loam 10YR 313 Fine, friable, boulders 10-39" ew I sandy Loam 10YR 5/8 Fine, friable, boulders 39-130" C, Sandy Loam 2.5Y 6/3 "OR Fine -medium, firm, stones, 2-5Y 611 and cobbles and boulders 2.5YR 4/8 130-178" C, Sandy 2.5Y 7/2 Finn, loose when broken Loam/ up, coarse, 20-306A gravel, Loamy Sand stones & cobbles BEDROCK DEPTH = none @ 178" ELEVATION = 212.0 SEEPAGE DE NTH = none @ 178" ELEVATION = 212.0 ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH = 48" ELEVATION = =2-8 DEEP OBSERVAT1r,-)N HOLE LOG SE # 116 (EL = 226.2) to accompany TP 116 Depth Soil Soil Soil Soil Other. Structure, ,.from Horizon Texture Color Mottling Stones, Boulders, Surface USDA Munsell (USDA) ( ) ' Consistency, %Grave.' 0-2" I Fill Ii Boulders 12-16" , O/A Sandy Loam 10YR 313 ,� Fine, friable, boulders 16-36" =13wSandy Loam 10YR 5/8 II Fine, friable, boulders 36-132" C, Sandy Loam 2.5Y 613 ' i 40" b Fine -medium, firm, stone!; ii 2.5Y 6/1 and cobbles and boulders 2.5YR 4./8 132.177" C2 Sandy Loam 2.5Y 712 i' Firm, loose when broken` i up, coarse, 20-3D% gravel stones & cobbles BEDROCK DEPTH = none 177" i ELEVATION = 211.6 SEEPAGE DEPTH none 177" - ELEVATION = 211.5 t ESTIMATED SEASONAL HIGH GROUNDWATER DEF•'TH = 40" ELEVATION = =9 S SOIL SUITABILITY ASSESSMENT INFORRIATION Date(s).• 2/24/94 Performed by. e n Fortier . Witnessed by: Wendy Hendemon TP 113 (El.=226.4) TP 115 (EL=2,26.4) 0-10" Organic Decay 0-10" Organic Decay 10-48" Silty Subsoil 10-35" Silt.#/ Subsoil 48-120" Tight Mottled Silt Sand, Cobbles 35-76" Fine Mottled Silty Sand 120-170" Tight Med-Coarse Silty Sand, Cobbles, Rocks 76-108" Tigi -A Fine Sand, Silt, Gravel, COSbIE Perc Rate = 6 Min/Inch @ 138" (EI=214.9) 108-151" MEIN -Coarse Sand, Silt, Gravel f No Groundwater Found 151-188" Sand, Gravel some Silt Perc Rate = 9 !'Minllnch @ 120" (EI=216.4) TP 114 Ei.=226.7 No Groundwatrer Found 0-10" Organic Decay 10-38" Silty Subsoil TP 116 (EL--226.4) 38-118" Tight Mottled Silt Sand, Cobbles 0-10" Organic Decay i 118-170" Tight Med-Coarse Silty Sand, Cobbles, Rocks 10-44 ,� Silt; j Subsoil Perc Rate = 7 Min/inch @ 136" (Ei=215.4) to 44-132 � Tight Mottles Fine Sand, Silt No Groundwater Found 132-168" Tigiht Med-Coarse Sand, Silt 168-186" Course Clean Sand, Cobbles Perc Rate = 2 150" EI=213.9) r Groundwater Found @ 182" t e. RUBBER TIC= I NPIACHINERY are no' to be driven over the prepare natural soli bas.. or son son.. unng system installation. 15. TANK SEAI.f R:= '"ser cannActions (if any), and all plumbing joints tc DO in 100% WATERPROOF. ALL JOINTS M.0 E WATERTIGHT, with rubber joints, cemr It or other suitable sealer for that 1c,pecific component. Any groundwater o; surface water entering the syster- Will severely limit the life span of 1 he System. 16• All wells found v.Ithin 200' of the . ro osed S.A.S. are shown c� ' plan. ~ L . .P P 17• Percentagc of lot covemgc - , • Dartmouth Building Depigrtment 400 Slocum Road ❖ P.O. Box 79399 ❖ Dartmouth, MA 02747 508-910-1820 s$!,,FAX. 508-910-183 8 ONINREVjIW�� r ` et: Plat: Lot:Street: ,• F Lot#• Subdivision Name' re Owners Named . N Designer: - _ 3 Contact Person: r Designer's Specialty: Professor al Egineer, Kurveyor ❑ x Sanitarian ❑ Other ❑ July 27, 2000 c:IwpdocslformAzonerev-lab - f M -- P.E. STaMP SEPTIC SYSTr-_1A DESIGN PLAN ?7�`-s�9�•• OWNER: ROBERT 8 C11RISTliqE FERREIRA ��s� 0 �`:�•��" ��cm ASSESSORS PAP & LOT: MAP 701LOT II 9F sjE5ersecton of Albro Ave. R „�� STREET LOCATION: Millers Drive ENGINEERING FIRM. KennethR. FerreimEngineerIng, Inc. P.L.S.;weTA MP 6 Foster Street,Nev,, Fedford, MA. 02740 .� L Tel. 08.292-002 x_7e5082 74 V �� KENNETH cn R. `= �l c� FERREI DATE: ' 2 -" 2 6 .. Q! Sc �1e: I' allo. 287 163 0 � ��►STEa� ,�. CON l AC I PERSON: k�. Silvq ` Q&,4L ADDRESS: Sew e o 01)ot e 1 ILL: I' S E 23930 LOCUS MAP - .NOT TO SCALE 226 x 6 N Q c/ 61% 233.9 232,8 i - CONCRETE RISER 8 COVER TO BE BUILT UP TO WiTHIM - 6" OF FINISH GRADE - FINISH GRADE= 231.5 • 12" MIN •' • }r 229.83 • .• ' , ,`f,• • �. is r , . '♦ �, s.. .. .O.. '•� �! .�- .... a '.., • • •• :- •:. . ' •� 229.33 �� •,�' �= 4 " SCH 40 PVC •. -= = 0.02 LIQUID LEVEL FT., . .• �•'�•� •� PROPOSED 1500 GAL. SEPTIC TANK IG AS -� BAFFLE . _ ,. �. .,- FIB/FJL�; .;- .,;.-.,..-:.-:< �• ��: -� �..-- ;t �..:: ,� ;� �,, . •-:.• ---,- - WT 0$304.7 P p113 MILLERS DRIVE _RAM .2 734 _ 22 7 \ ca FRAME 22s.s CB FRAME - 22 7.0 229.08 3" - d e $ r l FAA/ WA S I -I F'r) S T/) AI;7 35' 37 - r LEACHING AREA DEf"01L. NOT TO scare FINISH GRA 28'84 230,0 228.58 j l��►� i i (!2" MIN. - 36" MAX.) �.. .,----------- - 1228.9 2" LAYER OF 1/8" -1/2" DIA DOUBLE WASHED STONE - I l A - - --" -_ - - - - --. -...- - - - - PROP. D-BOX " SDR-35 PERFORATED PIPE (OR EQUAL) ' SL= 0.1228.4 � - 005 - 228.63 I I 'r EL 314" -1 It2" DOUBLE WASHED STONE FREE FROM � ( IRONS FINES B DUST ,�- 54 - 1227.9 5' 5' I SAND OVERDIG I I222.9 � I `- - --- - - -- -- - ------ _-- ___-- _-__ BOTTOMOFSANDOVERDiG 130" BELOW EXISTING GRADE EL216.0 BASIS OF SANITARY DESIGN Building Usage: 3 BEDROOM, DESIGN FOR 4 BEDROOMS 2.5, Title 5 Sewage Flow: 330 GPD Septic Tank Size: 15DO GALLON 5' Garbage Grinder: NONE Washing Machine: YES Percolation Rate: TP 113=6 MiN,/INCH, TP 114=7 MiNANCH, TP 115=9 MIN./INCH, TP 116=2 MINJINCH, Design Rate: 10 MINANCH BENCHMARK: RIM OF D.M.H. ELEV.: 226.0 ,yo 228 PROPOSED LEACHING FIELD INFORMATION Bottom Area: 20 ft. (width) x 37 ft (length) = 740 sq.ft Design Flow Provided: 740 sq. ft• x 0.6 gpd/sq.ft. = 444 gpd SOiL SUITABILITY ASSESSMENT INFORMATION Date(s): 11/27/2001 Performed by: KEVIN SILVA Witnessed by: SUSAN GRIFFIN DEEP OBSERVATION HOLE LOG SE # 113 (EL = 226.4) to accompany TP 113 Depth from Surface Soil Horizon Sol/ Texture (USDA) Sol/ Color (Munsell) Soil Mottling Other: Structure, Stones, Boulders, Consistency, % Gravel, 0-2" O Boulders 2-8" A Sandy Loam 10YR 3/3 Fine, friable, boulders 8-36" Bw Sandy Loam 10YR 5/8 Fine, friable, boulders 36-108" C, Sandy Loam 2.5Y 6/3 48" 2.5Y 6/1 and 2.5YR 418 Fine -medium, firm, stones,, cobbles and boulders 108-168" C2 Loamy SandlSand MY 7/2 Firm, loose when broken up, coarse, 20-30°% gravel,, stones & cobbles BEDROCK DEPTH = none 168" ELEVATION = 212.4 SEEPAGE DEPT•-. none 168" ELEVATION = 212.4 ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH = 48" ELEVATION = 222.4 General Notes 1. The sanitary sewage disposal system shown hereon shall be CONSTR"tCTED IN ACCORDANCE with tho requirements of 1995 310 CMR 15 (TITLE V) of the State Environmert'al Code and local Board of Health regulations. Any MODIFICATION TO THIS DESIGN must be approvei' in writing by the engineer and the local Board of Health. 2. Contractor shaft verify and check the BENCHMARK(S) as shown on th°% plan prior to construction. 3. Notify the local Board of Health when the system is ready for INSPECTION, prior to any backfilling. If CONFIRMATION OF CONSTRUCTION (as -built) is required, 3 day ad%.anced notification is required. 4. DEEP TEST HOLE INFORMATION indicates soil condition, percolatio:�. rate, and water table elevation at the time and location of actual testing and should be verified at the time of cons''vction. The contractor shall notify the local Board of Health if GROUNDWATER or PERCHED WATER is encounte red at a higher elevation than indic;ated on this plan. 5. TOP OF FOUNDATION, BASEMENT and FIRST FLOOR elevations way be raised but NOT LOWERED without the consent of the engineer. 6. Unless specified in the Basis of Sanitary Design, this system is NOT dasigned for the use of a garbage gl inder or other high water usage devices. 7. Where the building sever pipe exits the foundation ABOVE the basement floor, an effluent a grinder pump conforming to 310 CMR 15.229 may be used to discharge A VOLUME OF LESS THAN 25% OF THE DE SIGN FLOW from any future basement bathroom / sink facilities. 8. If any components of the proposed system are specified as HEAVY DLITY, those components shall confo In to all state and local requirements for ASSHTO H-20 loading. 9. The SEPTIC TANK shall be 1500 gallons minimum, unless otherwise specified on this design plan, and fitted with PVC schedule 40 INLET TEE and OUTLET TEE WiTH GAS BAFFLE, f proper length. Septic tank consl nietion shall conform to 310 CMR 15.226. The SEPTIC TANK OUTLET COV_ R is to built up to within 6" of the f nished grade unless otherwise specified on this design plan. i 10. SEPTIC TANK DISTRIBUTION BOX, and PUMP CHAMBER (if any) ; hall be placed on a 6" minimum compacted GRAVEL BASE to prevent heaving or settling. ALL SEAMS ARE TO �E WATERTIGHT, sealed with asphalt cerr►ant or other cement suitable for that specific component. 11. EXCAVATE ALL UNSUITABLE MATERIAL within five feet horizontally of the leaching area from the pea ;;tone cover down to elevation El. = 216.0 ( k30 Inches below the or:?inal existing grade.) Excavation rr ay be required to extend deeper if uniform suitable material is not encountered- See notes 11 a & 11 b. 11 a &b SOIL PREPARATION PROCEDURE FOR THE LEACHING FACILITY AREA shall. conform to 310 CMR 15.246 & 15.247. Any EXCAVATION OF UNSUITABLE MATERIAL designated on the plan shall conform to Construction in Fill requirements as outlined in 310 CMR 15.255 (1-6). 12. ANY LEACHING AREA (OR PUMP CHAMBER) VENTS shall be con.c'rocted of 4" solvent weld SCH 40 i'VC, The twin 90 degree elbows comprising the "U" shall not be glued. Any D-ba-� vent pipe shall utilize an inlet knc ckout. Vent to extend 24" min. above proposed grade. 13. Any CLEAN -OUTS shown shall extend win 3" of fin. grade and capper} with a SCH 40 threaded clean ou: fitting. 14. No HEAVY EQUIPMENT shall be run over the components or the pre tired leaching area during installation. RUBBER TIRE MACHINERY are not to be driven over the prepared natural soil base or sandstone bed during system installation. 15. TANK SEAMS, riser connections (if any), and all plumbing joints to be ;stalled 100% WATERPROOF. Al _L JOINTS MUST BE WATERTIGHT, sealed with rubber joints, cement cr other suitable sealer for that specific component. Any groundwater or surface water entering the system wif severely limit the life span of the system. t6• All wells found within 200' of the proposed S.A.S. are shown on p'an, 17. Percentage of lot coverage BOARD OF HEALTH STAMPS -� : . _ SOiL SUITABILITY ASSESSMENT INFORMATION nc?%�.ubmlitcel [ " r, DaWs): 2/24/94 Performed by: Ken Forger DEEP OBSERVATION HOLE LOG SE # 115 (EL = 226.8) to accompany TP 115 Depth Soil Zoil Soil Soil Other. Structure, from Horizon Texture Color Mottling Stones, Boulders, Surface (USDA) (Munsell) Consistency, % Gravel 0-2" O Boulders 2-10" A Sandy Loam 10YR 313 Fine, friable, boulders 10-39" Bw Sandy Loam 10YR 5/8 Fine, friable, boulders 39-130" C, Sandy Loam 2.5Y 613 a" Fine -medium, firm, stones, 2.5Y 6/1 and cobbles and boulders 2.5YR 418 130-178" C2 Sandy 2.5Y 712 Firm, loose when broken Loam/ up, coarse, 20-30% gravel, Loamy Sand stones & cobbles BEDROCK DEPTH = none 178" ELEVATION = 212.0 SEEPAGE DEPTH = none 178" ELEVATION = 212.0 ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH = 48" ELEVATION = 222.8 OIMNI Qk� F�RRif��Qf�FN �ARIRC REI�IE[�<<GF� 110, C0 DEEP OBSERVATION IHOLE LOG SE # 116 (EL = 226.2) to accompany TP 116 Depth Soil Soil Soil Soil Other: Structure, from Horizon Texture Color Wording Stones, Boulders, Surface (USDA) (Munsell) Consistency, % Gravel 0-2" ` Fill Boulders 12-16" O/A Sandy Loam 10YR 313 Fine, friable, boulders 16-36" Bw Sandy Loam 10YR 5/8 Fine, friable, boulders 36-137" C, Sandy Loam 2.5Y 613 40" Fine -medium, firm, stones, 2:6'Y 611 and cobbles and boulders 2..5YR 4/8 132-177" C2 Sandy Loam 2.5Y 7/2 Firm, loose when broker up, coarse, 20-30% grave!, stones 8 cobbles BEDROCK DEPTH - none (Lb 177" ELEVATION = 211.6 SEEPAGE DEPTH - none @ 177" ELEVATION = 211.5 ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH :=- 40" ELEVATION = 222.9 -, €• ,^R E Witnessed by: Wendy Henderson , TP 113 (Eh=226.,4) TP 115 El.=226./ . �,9 1 P.E. STAMP.,„ SYSTEM N PLAN 0-10 Organic Decay 0-10 Organlic DecayC 10-48" Silty Subsoil 10-35" Silty &-libsoil z ,� OF�•4s'` � OWNER: ROBERT 8� CHRISTINE FERREIRA 48-120 Tight Mottled Silt Sand, Cobbles 35-76 Fine h1hottled Silty Sand 4: 120-170" Tight Med-Coarse Si! Sand Cobbles Rocks 76-108" Tight Fine Sand Silt Gravel CobblE SET g ' K �,�, ASSESSORS YAP &LOT: MAP 74 LOT I I 'Perc Rate = 6 Min/Inch @ 138" (EI=214.9) 108-151" Med-Coarse Sand, Silt, Gravel ; , , L l �� I'section of Albro Ave, R No Groundwater Found 151-188 Sand: Gravel some Silt F_ y -- . STREET LOCATION: i1jers Drive ,-... Perc Rate 9 Miry/Inch @ 120 (EI=216.4) , 1�, r TP 114 Et.=226.7 No Groundwater Found` 4�` r ENGINEERING FIRM: 0-10" Organic Decay i1c. g Y Kennet R. Ferreiry Iw h 10-38 Silty Subsoil TP 116 (E1.-226.4) :R P. L S :Fostero.Stre*et.New Bedford IAA. 02740 K.��, 38-118 Tight Mottled Silt Sand, Cobbles 0-10 Orgar►llc Decay , : 6 o�, �, " fit �� ad R 118-170 Tight Hied -Coarse Silty Sand Cobbles Rocks 14-44 S y �ibsot! ffti� ��,,, Tel. 5 O 9 9 2-- Q 0 2 Q Fox.(508)992P-337 4 9 tY , Perc Rate = 7 Min/in h 136"(EI=215.4)44-132" Tight [�Aottles Fine Sand, Silt :. -K�NN' FAH . nC No Groundwater Found 132 168 Tight Ned -Coarse Sand, Silt z , . u - , � w In;� DATE. Scalee { :: 3 „ R. �� 2260{o 168-186 Coarsce Clean Sand, Cobbles C �• ��7 -.. .; vinch 150"(EI=213.9) 'Perc Rate = 2 Mir �• CONTACT PERSON: SING Foui " `'�'✓'hr� , µ r.. .. Groundwater nd @ '182 : r- =-1 ADDRESS:same ne eihnVe TEL: SE 23930 , .4 .. • 7iMM40�IR+Y.flrttt♦1 • .jE GCNST�UGTION t,,: �F ONE BUILDIN! TF�ESE PLANS ARE CDR T',• CVLY AND ARE NOT TC LE C�PIEC lu ANY I Ot2i"t UJl i"N,�Ut THE • EXPRESS WRITTEN FIER-11agION c:�F G�^RNER�'i"ONE PDESIGN,'BUILD SERVICES ,h ALT�(-CIJ614 A LCT OF CAPE 44A5 NOTE: - SONE INTO THE PREPA�4,#ATI N CF THE CRAUaN65 ro . _N4 UR EN6 WEER INC DATA TO BE SUPPLIED BY CONTRACTOR, THAT TµEY ARE ERROR �E=J T 15 TI-(_ R`..� F1,:. N5I5II_I1 Y ,^t= THL ALL N EGESS,4 ,I . . GONTR.�GTaR TO cHEc�K r1-iE DRAW •NC�3 �c�u ERt2OR:•?. caF CMISSk:ONS AND TO ADM4 THEM TO ANY 3I1E G�^,NC%Irfc�1�5, o MEMBERS (FLOOR: TRUSSES, LVL SUPPORT BEAMS, CONTINUOUS RIDGE `'DENT -�f � _ 04LL PREFABRICATED STRUCTURAL..._........... .. �. _ . ... _... .,... .... "... ..... .. ... - . . SCALED LIMEVSlONS. LW' Y5 I-AvE fi'I�Er..EDENGL O,�LF. _..........._ .. . . ... _.. I... -.. .. I ...... ..._ ...-.. .. . ...... ... _..... _. ... .. wRITrtEN D11`1�151Or15 A '� � _ .' I �kb WOOD FRA1`iEp r`HIT`1NEY ROOF TRUSSES) TO BE E1�I 11�tEERED 31' MANUFACTURER . _ ... _. •. _ . . _ _ 1 _ .. _ . . , _: _ .._ . . , _ . . TRIM ! _ . A E ENT lV I F J RAGrPR SHALL NGT SEAL: DRA�.UIN, iS OR' 1 -- :: W VINYL SIDING AND T - . RN . . . ' _ = c6L. i-L VEF21f=Y AT T f-fE S{ iE ALL L LEA C.l _S • FU G V THE GENERAL cant . _ _. .. . ASPHALT ROOF SHINGLES MEASUREMENTS, BUT `. r ASPHALT ROOF SHINGLES . . . .. .. �- - . -, ... _ G SARY hOR _, MPLE1 X_ Fr��,-�R I' - T i �' N AR :HITEOTURAL GRADE] _ . - ... . J4S5 I OF 1415 OR NCr� lUC3F�K. Mi'\ OR , ON R EN (ARCHITECTURAL CHITECTURAL G�:ADE� .. .. - . - .. . _ .. : ' ::.:- :...... :... .... . _ � f . - -• . _ ... . .... - DETAILS 01= THE WORK T SP .it- ,ALLY -6WOWN ON' T44E I " ASSEMBLY AND lN5T,4LL�� ::.. E-T AiL >�r .. _ . . _ E A.. .. . 12 _ _ E 51TE OF THE WORK, A ,� ,4LL=::G1M" Lla{'l' ICI.'! V. r - ...... - _D SHALL .,5, DRAWINGS BNALL BE C�•' g CONTt~"'. >«�• ..- NOTE: . . :�:12 •.. 1xs RAKE OARI� u.'r�+ THE INTENT cF ?I'-ff5 fi'i20JE T. ; . .. ::.. ::.. - _ ...... 12 - \ _ *W/ 1X2 SHINGLE. ISAND - _. _.._ _... i ,4LL UJIi�IL�DUJS M,�NUFACTURED BY SILVER LINE WINDOW COMPANY" - T - vERIFY RDUI�NF'ENINCs SIZES, E;�RESS;EQUIREMENTS AND .. . .. " - i .. - -_. _.. i S PRIOR TO CONSTRUCTION : - . - _ hlT :txb RAKE k3OJ4Rh ` . . TEMPERED CxL,4�s REQUIREMENTS _ . . ' ......... : _ _ �W/ Ix2 S{-IINC�LE �,4NC.� .. y... .11 _._. - - .. ........_. Yi6io W11�1DO1(I AND DOOR HEADERS TO BE (2�-2X8 NUMBER TlUO _ ON E LEh S EP '' " ALL NEW „ _ .... % r' G A T UJITH 1/� PLYWOO PL,�TE, �iNLESS OTHERW16E NOTED . .. GRADE LUMBER . . : . . : .. . .t ,FLASHING •----- - .. . . . .?. / \ . - ' ' . - .I.." .. - .. . _.. ._.. NO. DATE ''r" G ANc E .1Sfi�l-TACT ROOF sI�INGLEs _ ... . . - ... . °l CHIT OTU A ADE� - _ _ . _ �_-1 R E R L GR . . ./ . - . .. .. .. i _.. > _.. ... - - . CONT(NUOU3 RIDGE '✓ENT - ,..... - .. ... -_ . . . . . . .. . • .. . .. , . .. _ .. . . N ... ..::. :... SEAMLESS �si1TTERS . . . - ._.. _ . ... _ .__ .. _..... .. . •. - .. - .. _ .. - . . .._.. - - -• - - f 1. _.. _ _ _ _ ON IXS FACIA BOARh _. _ . -_ 1. - .•,-. _ t .. . .. .. : . , . _.. . . _ ... - - _ _ . TOP OF FRAME HEIGHT % � .� � • - • . _. . . . . . .. . ..(141L�I . .. . . . 7... . :-•.... . _ + TOP OF WINDOW - I. _ ... . ..--- - . - -- -- ... __ .. - _ _� _..... _ _ -. _. - _ -- ---------------- _ 12 . _ - - . .._ . _ _ ... _ _ _. _ - _ _. _ 8 R EZE BO RD . _... _ .: .. _..... - _ _ . - - -. ..i L _ _ ._.._... _ _ ....._ ._ _ -- . ... _ . _ ._.. _ _ . .. _ -_ . _ ....... - -_ ... .. -• . - - . . _-.... _ - - .- _ .. - .-- . . ..... - .... .. . _ . . _ -. . ._. _ .. _.- _.. .. :: ... _... . - . _ . - ,.... ..-' ._... .. CORNER ER Ri(" 1 - . _. - . -... - . -. ..... -. SPHAL� *:OOF SHINC�L,ES .-.. .._..-. _ .. .. � - _ - - _. .- .- - - .. ----' N T _. LGR .. . .. ... --. . .. . . .. _.... ... - - _ ... .�ROI-41TE�"1't1RA .. -.. _ _ .. _ .. .. _.. ADE _., a . - - . . ___ _ .._ .... . . . __ . _ - :.. - ... . - -- .. :: - - . - "::._::. _ : . :. : - ... _ - .. _._..-_ . .. - . .. .. :Ou0EALED STEP Cp • __ -CQ - _.. . .. _ . .._. -- ..::-.:.-. ---- - - .. FLASHING - _1.- I *11 I LL * _ _ _ - _ c - .,.• - . _ - _. . . . . _. . I LLJ III _ _.I... . . _ ... ...... . .. ... _ _... . ....._ . . . _ - _ - .._____.__'_� - - - - _ _... _ _ _ .... _ .- - - -- - - - ...._ _ _ __ ._ .._ _ :: .... . _ . . ..... _. -.._ ._:..... . .. .. .. - . _ .. AS�'H�.LT ROOF SHINGLES _ .. :VLt-1282-4 ... - - :VL1-1282.4 ... VLF-128 2 V 1/2 Rh Vp�128�4� . -.... _ :.._... ...:VLF-1282� ... _.. .:. ...... VLH282� ...... - . - L _. ,. _ - _. _ _. . - ,. �� ,. .- - --- . _ _ . . _. ! R,., i Et.. R L . .. _ . . - _. - ._ .._. .. - .. . . .. _ . _ ... .. A , _ .. _. - .. .. H TU :-. _ . _.. .. ....... . _.. ... _ . ... GRADE) ..- . .... , .. ":' _:' -.... _ _..... _ _ .. .....- _ .._ .. .. _. . .__ .. . _. _ _ r... __... , _ . _ .. SEA LE _ _ _.. . _ . -._ .. �3:12 _. .. . -_. _ . _ _ . . _ .. - - (SECOND) ._ T F . _ _ _ O O SU F OO _ - _.......... _ . _. _ .. _ _ P 8 L R lSE N .._ _ ... ... - - -_ ..... - .. ..... �... _. _ .... _._ .. _ .. ..._ _.. .. _ c G ._ _ _. _ ON IX8 F�►CIAoARp - _ . - _ .. w .. _ .. _ . - .... _ ...._ ._... .. EAM I__.___ ___ ..... _ _._� .. -. _...... _._. _. . _ . - _ : _ .__ . _ .. ... _ - - _ .. _ . ...__ .. .. ... -_ . ...._ ... ... , .. ... ...... _ .,_ - -... .. ......-......_., . - . . . _. .. . . _ .- - - __... ...... _..._ ..... _ .. .. LE S :si1TTERS � � . _ p _ _ _ .. _...... _ _ _ O�1 IX8 F,t►GIA3OA>`: TOP OF FRAt"tE (-(E14 tT r TOi` F. &F FRAME HEIeSHT �_..._..._..._.. - -R= I ti - ,G .. _ _ _ .. _ _ _ _ _ _ . - ... Cr)RNER TRIM TOP OF WiNDOW TOT`' IMF WINDOW ._ _ _ . - . - _.. : . -- .. .. :... -- ---------------- _--------- . ... .. -. _ _ p j. VINYL SIDING AND TR(t"t - - . . - . - ... - - .... . ... . . . . . DOOR RIM - - - -- - . _ . ... .. - . . . . . .. - . _ .. ... ._ - V(t.';'! SIDING . . . . .. . . . . . .. - . .. = . _ AND `iRIM _ .... _... .- -.... .. .. -- .--.- ... L. - - = ... _ . _ . b" CORNER TRIM --- _ _ _ .. - .. _ - _ . - . .. ... Q : _. . _ . . . - _ .. b'� X b" P.T. WOOD u4 d) � `'; - .. . .....1.- . . . - : VDH282.4 VDH2824 .. - VDIA2824 VDW2S2.4 . . �, .1 I H . .. . - I ORT POST . . ........ r- -- -- •-.._ _ . . . -- - --- - .- _ __OPEN WOOD RAILING I.,..._- . - .. _ .. VDH282� . _VDW282.4 - - .VDW282.4 . EMME4 11 I 2 . D DECKING . EXPOSED CONCRETE . - _ Tom' OF k3 LO R (FIRST) . - .. _ _ .. ... .. - .. . .. _ .. . .. - -. - .. - ..... - - i .. . • - su � o . -dN;� . - . - - . . - .. . . . . ! � Y wiLowmimmonwomminommo- A I � . . -_ 1X12 fiK(RT -, +` E)<POSED CONCRETE TOP OF FOUNDATION WALL • OF FOUNDATION WALL - _ TOP woos sT�►IIZS 1 _ ` ; .- . _. f lEL. 232.SD'� (EL._232.50�... - - * A :: : '.: :.r is : : t T �: AP 'OX.� A . .1. PR R [�E 7.. I APPROX.kQ GR ADE ,,. . w. \%\\%%%%%\.\\ . \\ �%�ki W (i i r TOP �r/F SLAiB ��HN.NMN\.\N.MMN.HN.NNN\Hh\..N...NHH.\\\\.H..\N\\N....\.\\.\M.NH.HMM\N\.\\......\\.\\\\\...\\..\.\..\.\N.N..\\...\\.\.H..\\\\\\\\\\\..\\\.\\\N...\\.\.\.N.\\\\.....\\...\.\\......\\.\.......\\\\....\.\....\.\.\\\\\..\......\.\\.... I 231.20') 1 1 i FRONT DOOR TO ISE I i i •• ,r.-. (EL. I I I SELECTED IBY OWNER i 1 1 DECORATIVE LATTICE - 1 1 I ! l CONCRETE FOUNDATION I 1 I I I 1 .. O IBELOW GRADE i '� I I 1 _ t .-fl .. . 4-- A./ d) -6 1 I I I 1 I r W r4'0� , I Iff o ,t I I I I I DAT ION -------- ----------------------- 1--------------------� � 1 1 CONCRETE FOUN ,. d) F=, I () I I I I I l I IBELOV (SRADE . I1 5i-c-T OF FOOTING--------------------------------------------------------------------------1 I I I 1 I I 1 1 1 I Lf IEL. = 221.001) 1 1 1 1 I I 1 � e I I 1 I I I I I I I - ,...� 1 TOP OF SL•4t3 %..... \-P eEL. - 225,00') W_ 0 s 1 4j I I I I I I : -II I----------------------1----------------------------------------------I------------------------------------------1----------------------------------------.------I------� k" I ' A _ 41/� 11.011 u� L. T vr�TTIOI z 11.E i__ -- 7 --- OL I-- I - TH BUILDING DEPARTMENT - .X TOWN OF DARTMOU � � " �.... U r ASPHALT ROOT -.-,Ne'%LES This plan has been re��ie«•ed and accepted as a recorP qd copy of «Yo rk proposed . 14 �• r- tt�,i�L GRA��jIb 12Y6 woof FiRArl p CHIMNEY ormed in com liance �ti•ith 780 C'MR 6TH Edition . Thc� o«,ner, �'1..) ` b: 1 a ► IARC114 r.?11 to be performed P WITH VINYL SIDING AND TRIM P � ng final :'. F__ - applicantlagent and or architect'engineer is responsible fo: msur�� , 1. _ _ _ _ _ ; FURNACE VENT /V.I.F.J rrors or compliance with the above -mentioned code not« ithstandin- gin. , I .-....... -.. _ ... _ . P n_e in ou-ner, license con;I��ctor . - _ .- ' - - omissions in the rd plan. Any cha g__T___j t v '' RIR ........ 1." -. - - �� 0.or en ineer mu be re orted o this dice immediately. Any ch►-�nQe in r,A..,, .�. ..... -- .. - ASPHALT ROOF SHINGLES g y, G must be b tt tot is ffic m a timel manner. ,;T 1. '' 'V �� :: - _ _ _ - . - _ . _ _. . - IARCHITE CTURAL GRADE) plan "� i, 1� I ,1, 11 ?T")'F _. .'.... Signature Cr.py, -; r, ,A *4_ _ . . . . _ . - W/ IX2 SHINGLE }3ANI�I . 0 i r"ZI �' 10 V 6 Plab * � i . . _ .. _ . .. . . 12:12 P ITCH - .... . - . -- . . ASPHALT ROOF SHINGLES . . . . NO _• II - :9 ...... ...- I ASPHALT RO OF SHINGLES ... .. - . . (t�RCHITE._'`MRAL GRADE) .. (AR :RITE._,-TURAL GRADE) . y _ .... _ . - ----- -- - . _ _ 12 -- - . . - _ - ... . . .. .j.12 - - £Otis}-TUEL SIZE A14D DEPTH . .. _ . --• . - - ' 9 - SEAMLESS GUTTERS �s•+ 1 �.. � 7% _ -.. - _ . _. _ _ ... Ij��CTI t� EQU� D L�i��`t�1 ids S _ ON IX8 FACIA30 Rp SEAMLESS BUTTERS -- .. - . _- . - . . 'THE CO.sCP,ETE 146 POURED. sit• 1 � i M a... . . .. . . .. . .. - 0 ON IX8 FACIA IBOAtR D . .:.r .. . .. � HT ... At�1E I�IEI. .. . ... . .. ... . _ . _ . - HEIrsHT SI_�il�;^ I�Er, Fi i �� T TOP OF FR - - TOP OF FRAME 11, _.: . 'i'o•�,ln of DartmouthE I 1X8 FRIEZE • BOARD - .jh TOP OF w(NDow _ _ .- - _ : ... _ � - - TOf' OF - WINDOW - - - - ------------------ . . _ .. .. - -.... . - . . 12" OVERHANG b'' CORNER TRit~i . i . �� . CONCEALED STEP _ • +� -, �.. � . =; %3 GRAND ARMY HIGHWAY �& .. -. rr4. J �Il. ._• 1 1 T O - - 1X6 RAKE IBOARD - c-".-r- _--�:,...._--�.: - . W/ IX2 SHINGLE BAN1D ` �� ::. .�-- ? *zr.•_:�=,a SW, NSEA, MASSAC-HUSETTS 02-lii AS>`'HALT ROOF SHIN!�LES \ e - •,� CT T- eea - lt. f` T , 1 y-M �,t. gnu TEL l EDB�-t.��9 2500 . (ARCHITECTURAL GRADE)__\ .. . - _ . ..,� f� s f _�" - ':Sjk� a es■ . % _ `_' f 't w6l �.�. ,- :.. �� eee FAX (508 `-�a-19-2600 . f-+_ 431 ASPHALT ROOF SHINGLES `s L, �.1 �.. r : ' It ... 1/DIa282.4- VDI-�282 GJ !ARCHITECTURAL GRADES ', 1�' I �O ��.3 � �� i %�' -� 1X8 RAKE BOARD �- - _ . .. .. _ . . TOE' Ot= SU3FLOOR ISECOND�. . . . . . . . .- .. -zwl Ix2 SHINGLE BANS 3 �/1. : . - - _ . . . . . . TOP OF suBFLOOR lSEcoNI» a fQ undpAion 1n paxti0Olk -L STON - . .. 1. TOi`' OF FRAME I-IEIrs T TOP OF SAME PEkSPT c' . 1�� .�'.�It' i.' C� i ��. `3 •-,, � TOP OF FRAME HEIrsHT - j . -: - • . 4 - . . . . Fu>. . . _... SEAMLESS .�uTTER691� E� I N/ .. l� 11� � E�� V ICES, INC. . - . . ON IX8 FACIA BOARD .. . . - .. - i� . TOP OF WiNI�DW TOP OF WINDOW ---TOP OF WINDOW ----- VINYL SIDING AND TRiM _ ... . _ . - . : ------------------ - ----------------- 12" OVERHANG ( q t' 1 - - . _ J 1 e 'i," IY..J- i..•._,. I �- k k il'ct . :.Z t I _ - .. ...' --.:�• - 4, .. . R •V V. i .' L 4 j . T RT faT _ 1 I - _ .T. q Pt i t- t4• (•►. , i 1} �' , f t ` + a SHEET TITLE., _.. _.. - - .. .. �r1�MRLHraJ=r.•,L�.[-;r•asa.n.ftAM.:.alU.=rf.... tii,.H.•.•.J..►f.stl2:L..✓'aKc.4/,RtiAMAY1Y:.c1•[r..i v., L.Ya _ VINYL S(plNs AND TRir'( __ b'' X 6 P.T. WOOD -. . ..... . a i;i.:;.a _. �..,; , 4r �:� L:: �i �� - - - - - _ - - - /1 ,.► �:� �)' �� f. I •/`�j ,. ;.re 1j`. �-• �• • t• rf: •t,•! .,.'_ •T ! !-• ,•,. i , .•I r? ,•, !'-. + pa, r �.•w [ SUfi PORT POST _ - : : 4n Wfltil DW AN _ _ .�':. c:- ..1 . ` I � ! I t t [ : .J , :!, %�-t:�.�'. 9 `\ {'� _ �., .••T fir•' i • t �� '1 i1 Q','a� j •� t •� . 1. j"f J ! j r•. :• j . t ..�•* t (ic• -...+ P.w. �. f j(; � r �` p►• Mm r., r•? p.) •a �, ; (^� ti� i •< r'.� /'•. r• .+_. ,..c .. a �i. {'� • f t "'1' n, 1 i �✓. t•. Q f i..., iLL«•1.`' C::+.�1.ot �.F.,+. .r�.i.=�.r�.�� UJIw^� �t.d:��%t 9►..i i uo b'' CORNER TRiM .. : : : © © DOOR TRIM -' _ 3 �c�.� •.. E ` +; , _ i i "ti .3 ;' 1 P' + =r• /� N•t ► S' t,' ^) i ''I'h . r,• .r••��rf�� • r t0 tI I£ , C.v,U ' s 8snt�.� Cif I.i tC I ��1, Si ai :�..1a- d ��-:�06��! I - 1. . . - . . I LL-jil I - OPEN WOOD RAILING - �,' CORNER TRIM . 'or Fire 5bps AS T M-E-614. VD H2b2� . VD�12fl 2-4 . . . . -. . -_ . TOP OF SUBFLOOR IFIRSTJ WOOD DECKING _ STD IF OP OF SUIBFLOOR (FIRST) _ POSED CONCtRE E 1 . -. . . { L rn TO OF FOUN AT(ON wALL ,� Y7U�t pRfit'��`1tG SUS ��E In P D TOP OF FOUNDATION WALL (GARAGE) . - b TOP OF FOUNDATiON WALL. IX12 SKfRT - IEL. = 23?.SD'� _ AT THE nU1LQ1NG {j�.11� DRAWN F�"1': M. F'oTOGfCI (EL. =232.SD') •.._-• IEL. ?32_SD sI� Tr P�C3L�.�ES� Qt Tl ►.� APPROX_ GRADE :. APPRG'X_ �sRApE - . AN TOP OF SLAB IC�ARAC�E� r»r,�, '" A REY�EWE��': VH�WMI►NNMAN\MN\MMMVNMWV►,VCVNA\MM1►MM^MNV1M\VMM NW►N \\V► MNN►�I►WW►MV�A MIVMMwMAMM'AMM�MMAN N\V\M NNM\NVN\\\N%N%%% %%%%\NM\N \\\N\\\N\\\\V►\\\\\\\\\N\\VCM\M\NN\\Vc\N\NA�N\\\Vc\\�\ \\\\\\\\\\\\\\\\MNN\\\\\ VNNMAMMVNMN�\\\\\\\\\N\V►\\VCM\ \ \\\\\\\N\\\\\ NMMICNNIMM\\^MN\\\\\\.\\\\\N\NV►�N\\MM\N\NN\WIANVN\ BUILDING �L! i�� r,1 3 � � � � I I PROVIDE WINDOW I I PROVIDE WiND^W I J3AvEt ,ED,IT ACCESS DOOR I I WN IEL. = 231.2D'� L.J I t t 1 1 WELLS AS REQUIRED 1 i YIO EL. "C" WiTH 1 1 'jO�An1 t}a DI'i�TlA1�' DECORATIVE LATTICE I 1 WELLS AS REQUIRED I t I IS L D I I � I 12" EXTENSION CONCRETE FOUNDATION _ o GSTDNE PRO? =CT= A__ I I I I I I 1 BELOW GRADE � ; tei 1 I 1 1 I 1 f - 1 �` t r �'"` t�DATE: �. n-I FEB 02 1 1 1 '�f j- I 1 -,-_ c 1_ ! L_ _t_ A. i e, r�_ 1 I ----- t, s. 1. �''ONGRETE FOUNDATION 1 I I I I I L(111 + (�\%" 3ELOW GRADE I I I I - - - - - - 1 ' G'T7 OF FOOTING l!s,�R�4CsE� !. � LE . _ ; r `�" - r . In., t ,� �G,4L,E- 1 I i 1 i 1 r (EL, = 22i.OD ) :Y r ,._. i i i i TOP OF IBASE1'•�iENT SLAB DRAWING NO. TOP OF BASEMENT SLAt3IA13016r'.2 1 I 1 I 1-------------'- (FL. = 22S.OD'� " IEL.=22S.OD'� r------�---------------------------------t------------------�-------------------------------------- -------J-- 1------------------1---------------------------------L-------------- ---- / 1 -lyI I I I I I 04 . :----Imww V A (D 11 II I 1(s". I SHEET 1 g _. vp� I .� Ir Q TOP OF FRAME HEIGHT TOP OF WiNDOW ..: �. DONTiNUOUB RIDGE VENT 25< v 6 WOOD FRAMED CA41EY._. .. _.:a'.:-'Y .t_...�-:�'_S _: _�.........._... ___ i : � -. t - _ �_. � . ._.f- _L_i•__ __-_....._....... .__.. J.,...i.L_S._.. L_ ..... _.: i... .._. _.. ..... ... _. __ .• ..;. ice. - •-. _.• » _ _ .,.. _.. J-. -a.. _• _ •_ _ _ _ • _.. . _ _.. _.. _. . _ _• __ _. .... .. ... »!•• - sr_s _ _ _ _.....,. ,._ .__,... ....._ ,.e. a. J i. .._ __..........,. _ ..a. e.... _...r.. ..._ .. ... »_....v. •s._. _ . t _ .._ ...... .. ..a J .._ . ..ii.Y.F-J_...•... •... Jt.r.. ._.... ._.._._-_. .... .....: 1T.: it t<r.• __-_:..L.__-.. .. ..... _... -_.. ._ :.Tw:.YJ.__.. .. _...,TJt _....._.. ._ •. ...•_,.._...-•.. •.I .ITi ►. •..-... .- .JM1 •_....-...._ _ •. ..i•J.• L .«._..._-._.. .... __ __. 'i»__. ._.,., _...:3 L.__ _... .. __` ___..-._...__... ..: L__. .. .. _._! ..__._...._.-.. .')__... ... .. _._. VINYL 810ING AND TRiI'I'i FURNACE VENT (V.I.FJ = �. _.____ ..._. _ __... _ _ _ _.�_ .._.. _ ._ .•_..__ - --- - -:_ _ :-:.�_.....:::... ~ ._:.:�-::- w_A�PH,�,LT ROOF 614INGLE8 :HIT TURAL GRADES _ _ ..- , .... _.,.t .... f. r•�'•..t__. _... _ � ...'. :l �-_'A_. .f:..4..::1 .1 .... .....»____ __ •... _� - _.__ .. __. .__,.- _ _ .t.-.. .._J ►. __•-_...L ... \. ...-.. •.•.__-w__i...... i• ! t _ _ _.._. ._. .. _._.. _-_.. J-.. __ ._.._ _...__ ..-__•_--_ _._.... .. _... t __ _.. ___. ._ _..._ .....1 _. .. - _._. --•--':1.' - ___ ....' 1 - _. ._ ... ...,____-- - __.�:.: �. t... .....- _ =•i _. _ _ ._ _._ .... .._ .J..i t__._ - _._ .....1 _..._... ... ......__.. _._ _ ...-. . ._, _.._ ... ... ... J..____ M _ .._... ... ... .. .. .. ___._ - - "__-'a _ _. _... _ .. .. .. .. [ _ "r. ._ .. _..t -\.. .. ....1 .. _ I _ .. _.. ,. _.. _ _•-+ _•ww,r.. .- .. __ __... _ _ ... .. _._-•r .. _.._••_w••_.. ...... _. • ....,•.... r._+•• _ ..._ ..-.•........ _ __--_... _ .«.r•. w... .. .. .ww_r ... .._ _ _. • .... ..... .. v..w..r .. r..... •- ...... _• •_w -.. ._ .._..._. _ _. _ .... w. w........-a .. .._. .. .. .. .._. .. .... .ti..._.__.... - ._ _....._.. .. __.. _. ..... _ .... .•. •.. .....r-_ _ _ ..__ _ .... ._... _..,_ _. w_•-. _'::.�..._. . .. __i't-1 ...._.._.. J': i... _. _::-: �.... _-.._.. i.: L.... _._ -.. J:.:-__-._• �.T .._. 1-. _..___-. _.. LT _.___.. ... -.., _._.. __...r..1 ..._... _.. ... ir. _..._-. _.L ._.. _. t __... __ .._ .... ._ .. ......_•__ _. .. ._•_•____. _. .._._....._._.'f .» _ ___ ._ .__......__... .. .__..___.._. .. NOTE: ,ALL NECESSARY ENGINEERING DATA TO BE SUPPLIED BY CONTRACTOR, ALL PREFABf!RICATED STRUCTURAL MEi"iBERS (FLOOR TRUSSES, LVL SUPPORT BEAMS, ROOF TRUSS4215) TO BE ENGINEERED BY MANUFACTURER NOTE ,ALL WINDOWS, MANUFACTURED BY SILVER LINE WINDOW COMPANY VERIFY ROUC-f H OPENING SiZES, EGRESS REQUIREMENTS AND TEMPERED GLASS RE=IREMENTS PRIOR TO CONSTRUCTION ALL NEW WIN �OLU AND DOOR HEADERS TO BE (2)-2x& NUMBER TWO E GRADE L•Ui" 1�', WITH 1/2" PLYWOOD PLATE UNLESS OTHE RUJISE NOTED .. _. ._. _., :t. _.. _... .._.... ..: J•_.. _. .___-__.. ..._.. .... _.•t• J_-_.. ..-i :riC'\_. _.►., ..�.. ... •._ --- � i:..__ _'3_."_-.t_ _.._ _.._- _.. w•r•riY'.�,.. _. _.. .: .'T_'i..: .-... =...� • •r'..-•..r; ^, -. --.. ......i _ __... .. ,. _ - _ .t S`- ._.._ •._ ..,. _. .. .. .. ..• •. r. _.. _ ..... ... •_.. .-. - .. .. ... .._ ... - _ .. .....- . _.wr_r. • .,• -• ._-.•..w�. rw .._._�.rw.sA.•w.».. _. .•.. __ .. 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Z.i r:RZd __ .. _...._. ..... ...... __... «.__. .»_ _2. PC'1. _ _ ..._. _.. - - -.._ .. _ .. .. ..._ .._...... r^, Z_Z_ ._._. ....., .. - ll -- � � - _.._.. _.. _ .. _.. _ _. .. _._. _ _. ., ._ _ _-_-_._-.rt_....,. _.c..... .......... _...--•--'....... ... _. ._J.r.r:. ... ._.. w___.. .._..............___«.-..:v:r.-•-.aT....._.-:._:::•.rra_... ...._.-.._._�._._.... _. _. _r. -.. .r.s.__.... ...... _...__.. _.. ._....... _�- - J E . 1 _ ... _ _ ._........_ .....__....._ ._.. H3031D H2431 _ - .... _ .. . _-SEAt~iLE68 :.sUTTERS ..-+. ..._ _ -_._ ... . _. .•__._ .. _. ..-_ .. . •..... .._ - .. _ •_. . .. . .. t - - _ _ _ 7. _.. ._ • _. — - _ _�-_— _ • -'ON IX8 FACIA OA I-3FLOOR (SECONDS _ __._.____ ..._..._,.. _.......... _..._..._ ._._... L.. -- _ ._...__...._......_._ _ _._..._.._......_.. --. ..__.__.._... _.�.____..._..._.__._....._-.------._......--'....._. _......._._ __..._....__.._.__._._.. -- I Tom' OF SU ----- - --_. _.....___ . _.. - - -._.. ._ ... -- - - ---.. _ ._... _ - ____ _ - . _.... _ ... . __. _ .... _.._ _ ... ... _. _ _. _ . _....._.. __.. __._ _...._. - --_._...._. _... rw._.......... _... _ ._..._.. _.._._. ---. _.. _ ..r.._ --- .._..... _..._ ....... _.� .�. ___...___....._ ...._ ... _« ._ . - _. __..._.._..._.......� . _ . _ _----•---- _.....•..... M WEIGHT J�/ , TOP Fi'" _ - - _..... ,..._.. _ ... .. VINI' 81DING AND TRi1"i - - - -.... _ - _._ ._ _ ... .. .................... _ .._._ _......_ _ _ :......:... _ - -........ _ ..._ _... - _...... _._..._ _ _._....._.._ TOP OF Wit 1DOW :........:� : :.. b'' CORNER TRiM _.. _-._._..._._.......__ ._ TOP of jpFLOOR (FIRST) TOP OF F61NDATiON WALL ��:-• _ 232 Ev TOP OF 15 kSEMENT 5LAI.3 (G�.L. _ 2M.00 J _-TO ISE !►E'T T"11NEp _...._.. ._ _._ TOf' OF FRAME I-IEI�I-4T TOP OF WINDOW --------------------- :.:.. - ....:.:.::. :.: _... _.._...... _ _ .. _..... - - • _ .. _..._. __ _ _ . _...... _ .. _... _ _ .. _ :... _. - __ - - -- : VINYL SiDIN!s AND TRiM de b' CORNER 1R ER TRIM _ _ RETE . _.... - - - .- .-..._._ _.._ ... - :. ...._ . _.... • ........ _... _ _ _.......EXP08ED GONG OWNER2Zta85 _ . , �.._ _.►_•�._! I.,.f ►...�_ .�_►. ' � ' i. ; a- i---i..T_ � �.. , l..,..�-•t- � ,-i -F , _�__� 1 _i. � y-� I �- _.� 1 _.; t . I :. ; _,.. � _i f..; _t ; }. ; t r..a. � .?. � � � i f'I• �_ 1. i , . � •1 - r -.i ` _.{ .I. �. .. _j .� _� APr�Rax. GRADE -t-• .; . ..� t . ► II ; .. ! .i r t t j ., . t .._. , .__ , l t�_ . . wN'WINW►`I►, APPROX. GRADE NVNNVMW\NVIMAVM�MN NMANMI�MMMI�MWVIANWVIANW►NMI�MMWVMMMAMVMVIANW►V�WVII�V�WVIIl.W1MNWMAV►W►NWW►MMMI�VNMNVNMMW►NVIMANVII�MNM�►NWNII►NVNNWIMNVMMWN'L•.V�VMMANMAMWMAN NMAMVMMMVNM WW1 MVMMMVMMWIMM NVN�1►�1111M�►VWV\ N NW►N MVIAM�IV'bV►+► V►�1A'N�M'40IAN VIAN�MA�INW►V►'fOV �NNAMWW�i►V�'W�V►iM Vtl�M h'��V�WINN��VONAVII`M MVM%M NVMiNMMANVMMV►WI�MVIAM`/►\NV►NV►� VMMMWMMNW►MMI�MMMNMWMAMWMJ►MVNMWIMM� — �NW►NMMAMMMAVMMNWMANMAMMMANVINMVMMNMI�MNVIA tyyyll►MVMM MWMAV►VIAN i i i i PROVIDE WiNDOW � 1 BASEMENT ACCE� DOOM I t 1 t WELLS AS REQUIRED 1 I Ig1L!.O 1•~iODE "G" W1?H 1 1 1 I 1 I CONCRETE FOUNDATION I 1 I 1 1 12' EXTENSION I 1 1 I ' ' ' 1 iSELOW GRADE 4 1 1 1 1 •. �- 1 1 1 1 1 I 1 1 I I �NCRET� FOUNDATION 5ELOW GRADE 1 I I I 1 1 I 1 1 1 1 1 1 I i I I 1 I 1 1 1 1 I I 1 I 1 I 1 1 1 I i 1 TOP OF FOUNDATION WALL (EL. = 232.5D TOP OF SLAB (EL. = 231.20 50 T OF FOOTING (EL, = 22i.OD !_ _ _ _� !_ __ _� !r __ __ __ __ __ __ __I__ J.• r __ __ __ _r __ __ __ __ __ __ __ __ _r __ __ r_ .Its_ ! _ __ __ _I_ !_ _r _r __ __ _ _ _ _ ! _1•._ _ __ __ ! _ �r r_ __ _ _ _r __ r.r _ _ __ _ _ _ _ __ _r _ _ _ _ __ __ __ __ __ _ _ _ _ __ _ _ __ __ __ __ __ _ _ __ _ _ __ _1 FIRE S-r 10PPHP'k�G REQUIREMENT L-----L-----L------------------------------------------------------J--------I---- ---- �` Pen trat� „� 1/4 " e,l2X6 WOOD FRAMED �IT'INEY WITµ VINYL BIDING AND TRIMTRIMi� FI1�eNAGrVENT lV.(.FJ CONCEALED TOP OF FRAME PEIGNT TOP OF WiNDOW --------------------- t- A8PPALT ROOF 6WINGLE8 fARGNITE17MR•AL GRADE STEP FLASHING `-:..._ .....:�._ . ASPPALT ROOF 5WINGLE5- IARGHIT .. MRAL 12 1X6 RAKE ISOARD 12:12 PITCH W/ IX2 814INGLE BAND _ _ • - ..._ - - _.. -- - �...�;.:::::::� - : ::_ ::.:�_: - : - ::_ :-:.;w_�._� ASPHALT ROOF 614INGLES .._.:--- -- ---- --- --_-- _-��.:..----- :_:::: � - - --- �- �- _ -- �'� -�--.-_:- ��-.._ - ':-_:__...�.:�y� :��M�.-:��:�:.:..��_� ::::�::::.-:.��._: l•�R:NITE.'`TURAL GRADEI SEAT•'iLE68 G1ITTERS 9 - : _- •_:.::�:_- --= - --.._ ._..:.:•._..^.:_..:_-._::�..::�::.::��: �•:- -- -- -- ----_-._ ._.. __.. _ . . -- -- - :._ ._:.:• : _:.._...-' : -- ._ .:::....:.:.:.:..•^__ __...--^� -- - - =- _ .' -- - _w.._.-.._:".:.."' z _ ON IX8 FACIA OA Is 1RD - - _ . _......-- _......._... _. - - - - • ---- - - -- EA LESS sUs M ._..__. _.� _ _.... _....._.._.. _. _ _ _.. _ .. - _.... _........ _.. _. - -- -- ON IX8 FACIA i30 RD CONCEALED 8TEr 'FLASHING :..--- - -- - --- - - - --------- -- IX8 FR1EX E I30AR D ASPWALT ROOF 614INGLE.S (ARGHITE .TURAL GRADE) 1X6 RAKE 5OAR0 W/ IX2 8HINGLE 13AND� 611 CORNER TRiM NCEALED STEP ASPHALT ROOF 614INGLES 64 RGI4ITEGTURAL GRADE) .ons trru��tcd� anccbe. cn previp-anting the passatge of .lamcss and w1r�cn Subjected to the rcvu� ., Q tO; th� ��,,t�d ,rr ��. is O ibst Standard caciffc for Firo S10 u^ A M 1 48 24�/L`N2B24 3 1X6 RAKE BCjARp W/ IX2 8wINGL_'E 1BAND VINYL. 810INC:-: AND TRIM 6" X 6" P.T. (WOOD - - � � � aOPEN WOOD "RAILING TOP OF FOUNDATION WALL _ _ � � � � � r� � �1 _ --I i _ _ . _ .._ . _ _ _ _ . . -. -- iX12 BKf}'kT SF-AMLE68 GUT S ON IX8 FACIA 50A1RD 12' 6VERHANG VINYL SIDING AND TRiM 4" WiNDOW AND DOOR 'TRIM b" CORNER TRITl l EXPOSED CONGRt=1'E (EL. = 232.50J ' APPROX_ GRADE ( -i t 1-.T . { .; :. -�_ I APMOX. GR! TOP OF SLAL'SMWMANWIMNVNMWIMMMM�WIMNWIMNW►NWIMV►WN►�MM�AW�MV��IIAN NVINIAWIM► MV1AM NVNV►V1nMMW�MMMANWVIANW►NVNM VIMANVNMNW►MMMANW►NNMAN MAM Nr1AwNW1M�Vw I �MM�VMM►W�MN 1 N NNIW►WV1A Wt.N�\VV�NVII�MNWV11►WIMNVNMNVM�MVInMM (EL, _ 231.20J ; 5/0 X 8/0 GARAGE DOOR S/D X 8/0 GARAGE DOOR i PROVIDE WINDOW :ONCREM FOUNDATION i i WELLS As REQUIRED DECORATIVE LATTi�'.E Q ISELOW GRADE I I I 1 -------------t_-1 FOUNDATION 1 ' _ __-- __-- 1 50 T OF FOOTING �-------------------------------T--------------------------------,-J � � IsELaW GRADE (EL. = 221OD J I t 1 1 I I 1 i 1 1 1 1 i I i I 1 I 1 1 --------------------------------- 1 1 1 1/4 I, _ ],.oil • YVJ1 i DIUVIN1NG tPAiST CE �.� �E THE BUILDING DURING THE PROGRESS OF TI IIS MIRK. BUILDING DEPARTMENT To%#.Pn a# Dart t, uth Jr i[�..1�' asd'.:. i.L -t •`4k.1.�- as1=.15Vawi!' THESE PLAN8 ARE FOR THE-C�STRUCTION OF ONE BUILDIN5 C1ILY AND ARE NOT TC BE CONED IN ANY FORi`1 WiTHOUT THE EXrRESS WRITTEN PER`IISSiON C-.'-IRMERSTONE DESIGNOBUILD SERVICES,IN, AL ECUGH A LCT OF CARE WAS r ONE INTO THE PREPARATiON �.F THE DRAWINGS TO ENSUR= THAT THEY ARE ERROR FREa IT IS TH= REPONSIBILITY OF THE CONTRACTOR To `'.HECK THE b2ALWNG8 FOR ERRORS OR CMISSIONS AND TO ADAPT THE#, TO ANY SITE CONDITiOxa, WRITTEN DIMENSIONS ALWAYS �_:AVE PRECEDENCE OVER SCALED DIrILNSIONS. THE GENERAL CONTRACTOR 84AH NOT SCALE DRAWINcaS =0R MaASUREMENTS, BUT SHALL vEj:�lFY AT THE SITE ALL LEVEL5 AND MEASUREMENTS NECEgSACY FOR COMPLETE FABRIC.ATiON, ASSEMBLY AND INSTALLATION c H13 OR HER WORK, MI\G�R DETAILS OF THE WORK NOT Sp:-I-INCALLY SHOWN ON THE DRAWINGS SHALL BE A3CERTANED Br TI`IE CONTRACTOR AT THE t3iTE OF THE Uk?R IC, AND 81.1,aLL BE Ar.COM IS PL HEC BY W IM U!ITW THE INTENT Cr- P THIS ROJE=.t. RE V i�!:DNS f• 1 CHANGE NO. DATE � -•,rwNT!-!! f RrTf3,n w-•.w�M•...t +,v-. ��Mn._ w t- IJ• �,._4..._..y.•[.+ '..1 .. S.i_...._.t...•r _...4._•.•._.•fl•.{,. ..f: ....`...�) i , �� sr w. � g� Y. � A•) Y - .'t,'! '. ,h't.l'q Y: jt I ",. t+-).l 1_J 11^...t. Sr �..�':.•i% '1j L,.. (i .%_i ��:.1� i it�t.r � N t F '�1 i ro *oundatiop_ itispe- ",tion or TOE' OF FRAME I-I�T, fla _the r E: o ,.ruction, TOF, OF WINDOW SONG-TUw<E SIZE A14U DEPTH -- r----------------- it.8PECTfON IS RE �r QUI D Ir e uo TOP OF 811I5FLOOR (SI J TOP OF FRAME I-IEI!s1••1 ' TOP OF WINDOW J �0 = TOP OF LISR-OOR (FI1 n TOP OF FOUNDATION L (EL. = 232.50 9 TOP OF ISASEMENT SL 1E1. = 225.00'� 3EFCRC THE CON ICRETE I.S. POURED. VILDING DEPARTW NT . of Dat'1'moug, Ifo3 :4ND ARMY HIGHWAY SWANISE,�, MASSACHUSETTS 02111 TEL - (SC�Si9-2SOCa FA.� - CS08�-��9-2foO�J C 0 RSTON c } t n 1 1 . T • 1OESI r%N/1BUILD �i G6 +`J��r It•411 r w 'A' C ' ri - i P a SHEET TiTLE: SST) JALL AIS DERV IGES, INC. ELEVATIONS DAWN BY: M. POTOCKI REVIEWED IBY: CSTONE PROJECT DATE: 21 FEB 02 SCALE: I,�11 DRAWING NO. SHEET 2 �� 9 I FOUNDATION NOTES: ALL ELEVATIONS ARE FOR REFEREN :E: ONLY. ACTUAL ELEVATIONS TO ISE DErERMiNED IN FIELD 8Y ENSINEER. ACCESS HOLES FOR WATER, SEVER AND OTHER UTILITIES TO 15E COORDINATED. PROVIDE ANCHOR BOLTS 12" FROM EACH END AND 6'-0" O.C. ACTUAL FINISH GRADE TO ISE DETERMINED ON SITE. INSTALL 15ASEMENT DRAINAGE IN ACCORDANCE W! ENGINEER'S RECOMMENDATIONS. <: )71 <: )7 A -71 11 11 l l 11 do Aso'-D" 24'-0" Pon 5'-2" 16'-4" 2'-9" 4140" 2'-9" / \ AS 1`1 T A' �3 E EN .'.LESS DOOR / \ OPENING SIZED FOR \ ISILCO MODEL "C" WiTW / \ 12" EXTENSION \ VERIFY SIZE PRIOR TO / FORM WORK t -------------___________----------------_______-_____ ________________ r _ -' i n .f t 10 CONCRETE FOUNDATION WALL Of t t - ox/ cn TOP OF WALL EL_ MAINTAIN ' j 8" A50VE GRADE (VERIFY) r---------------------------------------------------------------- .� t t t t t M � 10" X 24 ' CONCRETE FOOTING (KEYED) _ 1 1 t t OUTLINE OF BOTT OF FOOTiN� U I I�` A- N I t W_ I �_- ___ _-._ - • ' FIRE S � ' � � I" LIM x _ �r I 10" CONCRETE FOUNDATION WALL I I EXTERICR DECK 6 t t = r tr I I ( (VERIFY W/ OWNER o ( t I ' R '�..on5 'mod walls and floors Shall b 1 1 TOP OF WALL EL. 232 t t ��il•U ��t.L s 10" X 24 " CONCRETE FOOTING (KEYED) I I �' - ' 1 pr 1 I �\' I t N ( ( ��C�00 F�1 r a /6..It ia►.1 V�.;I� �s'f r �`1 6d 1 t 1 tev 15OTT OF FOOTING EL. = 22100' _ _ _ _ _ �c !1~iAiNTAIN -48 MIN. 33ELOW GF'.ADEJ 1 ( `� _ _ _ _ _ _ _ _ _ _ p flaurt~~ c 1 1 t O \ t r 1 t •— ' r t t t to t�iC� r0q1,�t1'0?�'601"itS 0f t��: TE-'�� '`i^e.r,C;C��x�' �:a�:�1. r ji i I I l wOGD = 0 RouGH � �' STAIRS r- r ��^ ,' _ �� • ELEVATION CHANGE t r t t I I ELEVATION CHANGE FLNOATON WALL rr I t t ELEVATION , MANGE t ' AT FOOTING t 1 ( i i �t i (VERIFY IN FIELD) I r � � t g FOUNDATION WALL ___ L_____ --- _________,__ ______ _______t _______ L _ (VERIFY IN FIELD) I r TWO CAR GARAGE � ' - - --- - - f I 1 ' �3EAM BEAM ' �� t r_____________________-_____-____----------------------________t POCKET PK L___________ _____ _________________________ _______ _._._.__t I SEAM � 4 CoNCRETE FLOOR SLA5 I BASEMENT 1 1 I 1 I r I wIT1-I fo" x �'' W.W.M. ova ; WINDOWIrl ENG. SUPPORT POCKET iNSULA1ED COMPACTED GRAVEL SEAM METAL DOOR 1 ' 1 t TOP OF SLAB EL. ■ 231.208 I I _6 14'-9�/�" I r t t 1 1 I I I 1 111 IBASEMENT i 1 I � l 1 4" CON CRE I FLOOR SLA15 WITH, r 1 1 1 !X u t vt 6 ML POLY VAPOR ISARRIER 2x12 FLOOR JOISTS it 16" O.C. 3 1 1 W 1 Ix l F_AV 1 c� OVER 3/4" STONE 15A8E M dl ' 1 1 p TOP OF 61-AlB EL.. ■ 225.001 CNI P IT�.H E1.. �3 TOWARD 1 I GARAGE DOOie 1 t `� c c �z 1 1 NOTE: 1 1 DcuIBLE FLOOR JOISTS I � I 1~t! C AT WALL (AISOVEJ LOCATIONS I I r r Q 12" X 24" CONTINUOUS - ' t 1 I I AND AT WOOD STOVE LOCATION t t CONCRETE FOOTING; t 1 I 1 ' r STIR. SUPPORT 3gE.4M _ — 12" D >c 36" k 36" L-----------------------------------------------------------.-----_—_ CONCRETE POST t SEAM 12" D X 36" X 360—"-* �- - - - - - - _ _ FOOTING _� t ELEVATION CHANGE ' ' POCKET I I t t 1 d AT FOOTING i i CONCRETE POST_` t r FOOTING c+1 :1 t 23-24 b'-10" 1 I Lj , 1 � l,. N4 r~ = L.. r 12 X 24 CONTINUOUS CONCRETE FOOTIi 6 p ' x' 111 � � � 1 1 � � � X t 2x12 FLOOR JOISTS 1611 J.G. .4 _ t ' M' cp U u- p M I I t M 1 r i Lei_ 10" CONCRE r- FOUNDATION WALL N TOP OF WALL EL. = 232-50I t 1 I 10" X 24 " CONCRETE FOOTINrs (KEYED) _`� DETAIL 1/A-"1 E50TT OF FOOTiNS EL. ■ 2?3.84' 1 � x 1BEAM ----__ POCKET I 1 __________.-----____----______----___-- ' I _____—__----------- .._____—______ __ —__ I II F- �I II v v (I w L I� " jLr vglni� 32 -0 15 -6 U 13 -01 15'-b" = do l2ykxi0 P.T. WOOD itt 12" DIA. CONCRETE 6" X 6" P.T. WoJh ` SLIP" ORT ISEAM 11 II FILLED POST FOOTING (I SUPPORT POST ITHRU ISOLT TO POSTS) l46" MIN BELOW GRADEJ II 44'-0" NOTE: ALL WINDOWS MANUFACTURED BY SILVER LINE WINDOW CO" FIANY VERIFY ROUGH OPENING SiZES, ESRESS REQUIREMENTS AND TEMPERED GLASS REQUIREMENTS PRIOR TO CONSTRUCTION ALL NEW WINDOW AND DOOR HEADERS TO BE (2)-2X& NUMBER TLUO 61RADE LUMBER WITH 1/2" PLYWOOD PLATE, UNLESS OTHERWISE NOTED 2'-0' yOUR DRNAp ING V'6UST BE Kr:F ff THE i3U'1LDING pUR1�vG THE PROGRCSS OF THIS V G�1"C. r-MLI)IXG Dr-HPAR'TMENT 4 Of (�k :"y".+M!721 rm rz?"1^M±`c`R'_n1"—ML'^�.•.A.� jj All J` VY10 Lo for a foci .0 Us_o.P ispcction or any f urther cons *rucdon. ONO.TUSw S1 AND DEPTH lg VECT10N 1S REOUIRED BEFORE THE CONCRETE IS POURED. 13UILDING GT,:pARTUi04T of Dartmouth �i °� ur�rr � w ��. � r F„ �:t �- �s �j� �1�. i �i frMcc`.i )" �, �1 :tf� �. �y �, lS �; � .• V i� it l�ii�' l�.i J NOTE: FALL- NECESSARY FA61NEERIN6 DATA TO BE SUPPLIED BY CONTRACTOR, *'ALL PREFABRI :ATED STRUCTURAL MEMBERS (FLOOR TRUSSES, L/L SUPPORT BEAMS, �G'OOF TRUSSES) TO BE ENGINEERED BY MANUFACTURER T14ME PLANS ArE FOR THE CONSTR=T-ON Cf ONE BUI,.DIt�s C: NLY AND ARE '\OT TO DE COPIED IN ANY FORM LU ITHc : UT THE EXPRESS IURiTTE� PERMISSION OF CC-RNERSTONE DESIGN/BUILD ALTI-C:I614 A LCT OF CAFE WAS GONE INTO THE { REiFARATION Of: THE DRAWIN66 TO D'ISURE THAT THEY ARE `2ROR FREE, T 13 THE RESPONSIBILITY OF THE CONTRACTOR TC. CK �E DRAW NG3 FOR ERR OR S E OR OMISSIONS A\1D , O ADAPT THE" i TO ANY SiTE CONDIT'C N 8. wRITTEN zw-I= 131�_N°' ALWAYS �-AVE PRECEDENCE OVEF: SCALED I T1.1E r ENERAL C;-INTRACTOR SHALL NOT SCALE DRAUJi>' 16S FOR t' 1EASUREI"1ENTS, BUT SHALL VERIF`>✓' AT THE SITE ALL LEVELS AND $1EASUREM:.NTS NECESSARY FOR C.o*'iPLETE FABf ; ICATiON, ASSEMBLY A\ID iKSTALLATION OF HIS OR µER WORK, r,11 \OR D=-7AILS OF Tf-E UJC:RK NOT SPECIFICALLY SI- a N ON T4E DRAWINGS SHAb- BE ASCERTAINED BY THE CONTRACIOR AT THE SITE of THE WORK, AND SHALL BE ACr.OM=LISHM BY WM tL'rk THE INTENT CF TWS PROJECT. I REViSiONS � i i NO. ��: My CH�.�►NG� i 163 CSRAND ARM"' HIGHWA'r SWANSEA, MASSACHUSETTS c X-111 eon ra 0 a TEL man x x x FAX - W&)-bIS-260C OA 0 DESIC=NA BUILD SERVICES, INS.., I� SHEET 71-LE= FO, UNDA 1 1` � "'a DRAWN Ey: M. POTOCfl:I REV IEWEL? = _ 1® CSTO1�lE ,ROJECT I DATE: 21 FEe C P2 SCALE: 1;14" a 1r-<7rr DRAWING NO. SHEET 3 OF IB l - i I N. 1/4 1 1 -0 ST 0 0 1=-,� 131BI SQ. FT, NOTE: ALL WINDOWS MANUFACTURED BY SILVER LINE WINDOW COMPANY VERIFY ROUGH OPENING SIZES, E•tSRESS REQUIREMENTS AND TEMPERED GLASS. LASS REQUIREMENTS PRIOR TO CONSTRUCTION ALL NEW WINDOW AND DOOR HEADERS TO BE (2)-2X& NUMBER TWO GRADE LUMBER WITH 1/2" PLYWOOD PLATE, UNLESS OTHERWISE NOTED � EQUiR EMENT netrations thru rated �� and floors shall e 4 v !"i V � � V�.l V �A 1 7 i�.L 'W ar.yr .�4%� `ram • o too require `peals 01 $ilv Test Standard ��o , for Fire Stone STI -E-814. 1 r , }7 • 10 ,A -L- o chi Bulldingr Deer. prior to calling for a foundation inspection or any farther construction. xvJ. HE BUILDING CURB iC � t� P�fl R SS OF THIS E'''o1��C. v�jjjLj)j%G DEFARTLAENT s ��4ri3 rf Salo -TUBE SIZE AND DEPTH INMPECTION IS REQUIRED P'EFORF THE CONCRETE IS POURED. BUILDING DEPARTMENT Tan in of DarfmoWh 3. RA S'll-, T t L r r" FIT, er, .� Burl, {' � �{{[lilt k�• .�I'\ L 444 •� �.. v. 13 r,' ...." r" 9Xlb° lqq -x NOTE: ALL NECES�SARY ENGINEERING DATA TO BE SUPPLIED BY CONTRACTOR, ALL PREFAi8R1CATED STRUCTURAL MEMBERS (FLOOR TRUSSES, LVL SUPPORT BEAMS, ROOF TRUCES) TO BE ENGINEERED BY MANUFACTURER THESE PLANS ARE FOR THE C,,)t4_TRUCT'0N OF ONE BUILD IN S CNLY AND ARE NOT TO BE C.aPI- IN ANY FORM WITHOUT TWE EXPRESS WRITTEN PE 2"IISSION C- CORNERSTONE DES16N/BUILD SERVICES,IN, ALT;� � LCT OF DARE 4�AS GONE INTO THE PREPARATION C' THE DRAWIN66 TO ENSURE THAT TWEY ARE ERROR FREE, 'T lg THE RESPONSIBILITY OF THE CONTRA ,TOR TO CHECK THE D�'4W CzS FOR ERRORS OR CMISSIONS AN10 TO ADAPT THE"I TO ANY SITE CONDIT'ON S. WRITTEN DIMENSIONS ALWAYS �-,6\fE PRECEDENCE Ov`ER SCALED DIMENSIONS. THE i ENERAL CONTRACTOR SHkl-L NOT SCALE DRAWIN63 FOR M=ASUREMENTS, BUT SHALL va:;.,f=Y AT THE SITE ALL LEVELS AND 11EASUREMENTS NECESSAR,. FOR CO}'PLETE FABRICATION, ASSEMBLY AVD INSTALLATION & HIS OR HER WORK. MINOR D-=rAILS OF T4-E WCRK NOT gP�.IFICALLY SPCWN ON THE DRAWINGS SHALL BE AS,,,-ERTAI%SED BY THE CONTRACTOR AT THE SITE OF THE WORK, AND SHALL BE ACC OMMLI6HED BY HIM WITH T14E INTENT CF THIS PROJE T- RE1/151�N5 NO. DATE B1'� CHANGE 163 (STAND ARMY HIGHWAYY' S11JANSE�4, MASSACHUSETTS 021-71 TE�- - 1508�-��9-2500 PAC - (508)-611 4(000 DES16N/BUILD 3"ERVICE5, INC, SWEET T(TLE! FIRST 0z P AN DRAWN BY: REVIEWED BY: DATE: SCALE: DRAWIN61 NO. SHEET 4 OF M, POTOCKI O2a5O 71 FEES 02 11 , r- _ ._. _.._.. _. __..._-- -._.. __ ._ . _.. _.. _..__ _ ... _. _._._ ..._ ._ _. ...... JL ......... _ _ _ ... Z. Z_ ................. ... _.. I m x 10 . _ _....... _ ._ _ .... _ ... _ . _ .._.. _ .. _ .__.......... ...... _ _ . ... _.. _ .._ ._ _ .... StlPPdRT •�sEAM ...........__... .. __ .__ ..... .... ..... _ .._ ............_ .... _ ......... ... _ ..._..__. ..... .. . -. _ .... ; • b' X b P.T. WOOD } ` SUPPORT POST 0 MOTE: ALL WINDOWS MANUFACTURED BY SILVER LIME WINDOW COMPANY VERIFY ROUGH OPENINGS SiZES, ESRESS REQUIREMENTS AND TEMPERED GLASS REQUIREMENTS PRIOR TO CONSTRUCTION ALL NEW WINDOW AND DOOR HEADERS TO BE (2)-2X& NUMBER TWO GRADE LUMBER WITH 1/2" PLYWOOD PLATE, UNLESS OTHERWISE NOTED BEARIN(S WALL SUPPORT HEADER ENr INEERED SUPPORT POiNT LOAD SUPPORT POST OT,. � . ° u w *""�'�,.f�".:,.t"��i••M n t�3,-.'�'i^tit.L "i* e,.[,.�•':��%'. �.3?'iP�.°f*:?r'.'i'-� :h`��-.�i'.�'� r n A Built Ht E�+�." it��i � � � 5.�� yJt r f 1l.,X a foun&�Aion inspeCti0l' Or any further coilc�'llcti0n, CQi O-TUE SIZE AND Dr'I�TI-! 1IMSPECT10N IS IIEQU►I ED [iEFOFiE THE 00*14CrIETE IS POUPIED. 'BUILDING DER-NP T MENT . '0�', t' cd M -north •� ING t*,US, 13E KF,pT B�" UR �' �G DURING THE ki 't't�C EUlE.D1 � �,,DRtC. . PROGRC-ss OF T�-�1,� r ,�._rn,em�w E_`pff; r i"'-h - L I" ��i' r- 00 U T Ink I r1e# FIREE SF0PT"-`11'\,!G REHQUIRER/IENT Penetratio s thru r red vv�. is and fle-ors shall be. se0ded wil"n a msc toirfira i e" pre venting f l hol- gasses vnihen subjectO to the re-ulre.mont's of the 5est Standard opCUio for Firs Slops ASTM-E-81 Ail a NOTE• A - CEO `&SARY EN6INEERIi 6 DATA TO BE SUPPLIED BY CONTRACTOR, ALL PREF;ASRI ATED STRUCTURAL MEi"iBERS (FLOOR TRUSSES, LVL SUPPORT BEAMS, ROOF TRUNSSES) TO BE ENr 1NEERED BY MANUFACTURER THESE PLANS ARE FOR TWF_ CON5TRl1CT'0N OF ONE BUILD INS CNLY AND ARE NOT TO BECOPIED IN ANY FORtl WITHOUT THE EXPRESS WRITTEN PER`'iis6DN OF CORNERSTONE DESICsN/BUILD SERVICES,IN, ALTI-CUC=N A LCT OF CARE WAS :30NE INTO T14E PREFARATPM OF THE DRAWNGS TO ENSURE THAT THEY ARE ERROR Ffi�,E, rt 15 THE RMPON-SIBILITY OF THE OONTRAC.TOR TO C+4ECK 11-E DRAIU'NGS FOR ERRORS OR CMISSiONS A\1D TO ADAPT THEM TO ANY SiTE CONDIT•ONS. WRITTEN DIMENSIONS ALWA-fS }-AVE PRECEDENCE OVER SCALED DIMEVSIONS, T14E 6 ENERAL CONTRACTOR SHALL NOT SCALE DRAWiN65 FOR MEASUREMENTS, BUT SHALL VERIFY AT THE SITE ALL LEVELS AND 11EASUREMENTS NECEPZART FOR G011PLETE FABRICATION, ASSEMBLY AVD INSTALLATION OF �418 OR HER WORK. MINOR D=TAILS OF T�-E WCRK NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL BE ASCE4;F-.TAINED Br T+4E CONTRACTOR AT THE SITE OF THE WORK, AN,> SRALL BE ACCOMaLISHED BY HIM WITH THE INTENT CF TRS p<,OJECT. NO. I DATE REVISIONS 7—ey 7 CHANGE I�o3 GRAND ARMY HIGHWAY SUJAN EA, MASSACHUSETTS 02iT1 TEL - t�v08)-ro�9-2SOD FAX C01"N',.N X'a\�.STON_� 0E%S1r.zN/5U1Lr SERVICES, INCO SHEET TITLE: DRAWN sY: M. POTOC 1 CSTONE PROJEC-T DATE: 21 FES 02 SCALE: 1/411 a 1I-011 SHEET 5 OF 4 <IA)71 5 1 71 �=71 <*7 24'-0' 8'-a" 13'-6" 10'-D" 20'-6" f2'-O w T-10" 5-E" 2'-9" 4'-6" 2'-3" !1^!'r�"�+ w. 1!�'A'T.111. ..1�'!...lP�1+�'t Tl. _�T�11 _ R . �T_ w . lRln�T.. � �!�Tr . w-.rTT+P -..� �T•R f� . �T ,.!!. , 1�Tlf+~'•� �"� tiR�1!�+R . lfZ...�!Rl��T _ � %ql - _ WITH'TILED PLA M VDN30 10 ITCz� SURROUND lip, NO ` PROVIDE . E Ex PAUST � FAN FOR ISATP ---. •• r - I j t HALF WALL _ ..- - - __._....... ._ ..........._........_......__ __ _......._ _ _ -S4AFF 5-8 4-9 36u . _ _ .. _ _ .w . w..�+ . a �w • ._w ,�. �.�.ww-. i f .: ';"R` till T , _. _. �'•� VDw2B �.iNEN ; ' 1 1�}I . ; sr .d- _ {. , 1 1 I ' i � �'► '1.� :�7•i -'r' I -a`. - i 'i ( � � _ - �t' : ; 'r�� tJT'7 M . iaA T I 1 ` - I w• ' t ' ( ✓ 2� �' I I. 1 1 � � t •• ' .' '' I II cal ,t 1 � 1 f *_ t { y ' _ ( ( *d _. _ ..... _ ..... _...... ._ .. _ ...... `� i . I^-1 f • t 1 ;i i i ' :.. I: +� EL x ••- ' 1 .. • . - -� • � ..r. � _ � I _. j 1 1 ,. +„ •'12" D15L. VANITY CARPET I Ir (Nil- - I j � t} _ r• - - � a . -1 - - - - • , ; . j •• � - -' - . - ��•' .. � �, PROVIDE EXI-TANSY _ _ _ - _......... - _ ... _ _ _ - I :.... ' •j i i ._ ' _ i FAN FORATH �#-�4/1 . .._. '! I _, rll ; ,� , _ ,_ �;• ; •; I ; � :;• _... I , M � 1 .i._ -� .................._.._.. __...__..«...... _._. _ .� �tl � �.;t,t � ,; ;�•,,,ilj i � �„ �, 3-8 i , 2 .� -� 5-4•: �• �. .� _ _ I.... :�.� i arA '--.�.�_r.F.-/•':� t-':a . + •-� Al �.,t /'fin C.,C a , ;; SHELI✓'# b �(- 1, r -t 1- EBEDRC�OM T C - • Y.. Y'+ er-,. � .� •' i F t .y i-- �1' -i• _ .�. -t T .. �... I -�. ' �' 1 �: �� uj � �7 R p cn a UNIT ; 1 0_ 1 9 oil `l TUB! SLOWER V_ V4" _ 103 i'�" ' " O l�w�s•e`.A,rw�w...w _.�wa•a._a_....w�s•-.w awe•.�►sww�s.r. I+_��►..e•_w�� w .�.��.w.,wow+ w...�..ww_w.w•+wwa`.w.w.ww_..w._/w—ww._we..1w�.ws._�...w.--w_.w .ww_ .w�rwR. _��_rw l/ 84E.1-F 4�RI 1rr E �.-.. OPEN RAILING i 1 ...._- 43 `�, •i -%• `._L • � it 1 � , j 1. t�• j ; i � + � `-:- ri• r �'+�i}�t.��-• � �; -�; :i '� In i� _ 1 yl i , �i i 1 ; - _ :� 1 I �Tr7EL •rCJI✓• -�l �� i t (< INN TO FIRST ` ` ? I s Yf— j � • 1 a CARPET i-- s, _ :� — O �'Ir OPEN RAi -INCH .' OPEN TO IBELOw Lr Ir X. = fir- CARPET cn m O CARPET ,. LiNE OF CEiL.ING j V0142824 V0142824 VDW2824 VDP2824 tfSHJ •vkitii' LL 24. _ .... - _ - _... __ _ E:i _ .._2 _v/ .._.k 4_-.9!�C._4.-9. -C�'/ir �1- � ,r...._.__.. _._...... _ _._...... V1/2 Rp ...._ _....... ' vD142824 VDI-I3046 VIDP2824 i'-10 V >c -X-910 11-1010k -4'440 _ _ _ _ C1 LfJ � L: is L `F t•' �►�+�+ x A' "•. tis 4 {is•61 1~; :a}. 4, 3. .��`i (.,. is 1+ Liz I i I l- E�• ONO-TUBLE StrX- AND CEI�'� INGFECTi014 iS PEOUMF ED CZE Of E THE CONCRETE IS POURED. DUILDING DEPARTMENT Town of DarrmMI#I Y=R Mt,WING N'IUSi BE KEPT AT THE BUILDING DURING T14F PROGRESS OF THIS k"YORK, 43 Ili f t v� ,tea '2 �1 • ++� J. R��.1 . ate• o C t �, • ns foundatjon i� any un[heconf,--- uctuo,., -a b -2 5'-�" 1 41-9 /16" ?'-5 Z/lb" f-5 1!16" 41-9!16'' S'-4" %'-2" 4'-a" F� `';` 1 p ,. POnstra"i0i s thru rat ° ' it" sealed Ift., lls and fioorB shall be 44-O�:f0�'aC'. -W-a" '.,•�4i�` �M.19. ni' '4.brf!K ��E 'fI� ,�IY.YraYrw- .+r-i 'p,y.__- �-^""" � `•. •'af , NOTE: ALL WINDOWS MANUFACTURED BY SILVER LINE WINDOW COMPANY VERIFY RDU6H OPENING SIZES, ESRESS REQUIREMENTS AND TEMPERED (SLASS REQUIREMENTS PRIOR TO CONSTRUCTION ALL NEW WINDOW AND DOOR LEADERS TO BE (2)-2X& NUMBER TWO GRADE LUMBER WITH 1: 2 PLYWOOD PLATE, UNLESS OTHERWISE NOTED "v t 11-1 cf E 00c mid h0A gassCS k1tt1hen Subs ti'0 to the, roqu,r o:-�7 o �- d tS of the 1G Sr��rlfid moo' for Fire Stop", A _ _ �o � STD � €� � �. NOTE,:: A1-1- N£C*ESSARY ENGINEERING DATA TO BE SUPPLIED BY CONTRACTOR; ALL PRE -"FABRICATED STRUCTURAL MEMBERS (FLOOR TRUSSES, LVL SUPPORT BEAMS, ROOF TRUSSES) TO BE ENPrS INEERED BY MANUFACTURER _ m THESE PLANS ARE FOR THE CON6TR=T'ON OF ONE ISUILDINe- CNL1' AND ARE NOT To SE COPIED IN ANY FORM WITHOUT THE E%PRESS URITTEN pER�,16610N OF CCRNER6TONE DE816N/WILD SERVIC£o,IN. ALTHOIJ •I .� LQT OF CARE HAS r ONE INTO THE PREPAI, ►ATION Of THE DRAW IN66 TO ENSURE � THAT THET' ARE ERROR FREE. 'T 16 THE RE6PON61MILIT1. OF THi CONTRACTOR To CHEC;' THE DRAW'N&B FOR ERR-OR-6 OR j CMI661ON6 AND TO AD�'�'T THEM TO ANY SiTE C ONDIT'ON & WRITTEN DIMENSION8 A120-41'6 4-AVE PRECEDENCE O•ti/ER SCALED DIMENVON6. i THE r ENERAL CONTRAGT�'R- SHALL NOT SCALE DRAWINGS FOi MEASUREMENTS, PUT 8H' LL VER*FY AT THE 61TE ALL LEVEL£ j AND MEASUREMENTS NE=ESSARY FOR COMPLETE FASR ICATI O -4, ASSEMISLI' AMID INSTALI-ATIoN QF HI8 OR HER WORK. miNoR l DETAILS OF Tf-E WORK \OT 6PECIFICALLY E44OWN ON THE DRAWIN66 SHALL 8E An: ERTAINED IST THE C ONTRAGTOR AT THE SITE OF THE WORI'C_, AND SHALL ISE ACCOMc'L16HED 31' HIM LLITH THE INTENT of -HIS PROJECT. REV IuIONS NO. DATE T BY CHANCE 1&3 GRAND ARMY H1614WAY SU1 NSEA, MA55A(;4J5ETT6 02111 TEL - C5O8)-(b1S-2500 FAX - l508)-619-2600 s� t � iFFs DESIfsN/BIIILD SERVICES, INC. SWEET TiTLE: S COND F OOR P AN DRAWN B'Y': M. POTOC<1 REVIEWED eY: CSTONE PRC3Jt::::T 02950 DATE: 2i FEe 02 SCALE: i /4 _ 11-011 DRAWING NO. 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Mt.-,..w� 4 'ems""''. �� 4.c^_.::...y _ _ .� .. , . ,-.i.� -L... .ki.� �•w�'"' ..11 a.r-^a'- '.iwo✓.nr►r _ f;..._.�.......:'iY�'•.1f MF j '�'�• , NOTE: ALL WINDOWS MANUFACTURED BY SILVER LINE WINDOW COMPANY VERIFY'' ROUGH OPENING SIZES, EGRESS REQUIREMENTS AND TEMPERED GLASS REQUIREMENTS PRIOR TO CONSTRUCTION ALL NEW WINDOW AND DOOR HEADERS TO BE (2)-2X8 NUMBER TWO GRADE LUMBER WITH 1 ' PLYWOOD PLATE, UNLESS OTHERWISE NOTED BEARING WALL ''�yj , t`jVINwG H.UST BE KEPT AT TIME BU1! DIKIG DURING THE PROGRESS OF T11IIS k v� 111`k'. U11 P,,ING DEr��bANT '- t . �" _� ` :i'' i_.,-��:.-,�z � I -, 4I- .,��, ,j i wry/ , w L I �j i q._ y..L�«..• AS a q.tw ' rL 14 '" ,_ •• i- -`Dcl�, 31 ICI �'� ��:� : ;.0 pection or SUPPORT HEADER ENGINEERED SUPPORT POINT LOAD 0 NOTE: ALL NECE�"5SARY ENGINEERING DATA TO BE SUPPLIED BY CONTRACTOR, ALL PREFA! BRICATED STRUCTURAL MEMBERS (FLOOR TRUSSES, LVL SUPPORT BEAMS, ROOF TRU125SES) TO BE ENGINEERED BY MANUFACTURER THESE PLANS ARE FOR THEN 1 rcu:� 1 vn LA- unto nuil`1✓ in3 CNLY AND ARE NOT TO BE C7FIED IN ANY FORM WITHOUT TWE EXPRESS WRITTEN PER'jISSIJ I OF CORNERSTONE DES16N/BUILD SERVICES ,IN_ t;1-T�-,rU614 A LCT OF CARE WAS CSONE INTO THE PREFARATIO,1 OF THE DRAWINCsS TO ENSURE THAT T44EY ARE ERROR FREE, •T 15 THE RESPONSIBILITY OF THE CONTRACTOR TO C4_ECK THE DRAW•146S FOR ERRORS OR CMISSIONS AVD TO ADAPT T1.'E"I TO ANY SITE CONDIT-ONS. WRITTEN DIMENSIONS ALWAYe, �-AVE PRECEDENCE OVER SCALED DII" tE%ISIONS. THE i ENERAL CONTRACTOR SHALL NOT SCALE DRAWIN65 FOR MEASUREMENTS, BUT SHALL `;ERIFY AT THE SITE ALL LEVELS AND MEASUREMENTS NECE,66�RY FOR COMPLETE FABRICATION, ASSEMBLY AVD INSTALLATIv41 OF HIS OR HER WORK( MINOR DETAILS Of: T4-E WCRIC NOT QPECFICALLY & 4OLLN ON THE DRAWINGS SHALL BE ASCER',AINED BY THE CONTRACTOR AT T14E SITE OF THE WORK, AND SHALL BE ACCOMnLISHED BY HIM WITW THE INTENT CF THIS PROjEC.T. RE/ISf ON8 NO. I DATE CHANGE I> 3 'RAND Ali t-1Y HIGHWAY SU1AN - HA, MASSACHUSETTS 02�1T1 Gee man -DEL - (508)-61S-2500 Lo Q e f AX - we)-613-2600 ![!11 CORN _RSTON 81 r.zN/BUILD SERVICES INC. SKEET TITLE: DRAWN eY: M. POTOCKI REVIEWED BY: CSTONE PROJE��' *= O2E50 DATE: 21 FEe 02 SCALE: 1 / 4" r. 11-0" DRAWIN .1 NO. SHEET i OF S , i % i 1 F C i t i i i 1 , ty TOP OF FRAME HEIGHT TOP OF WINDOW --------------------- ? _ TOP OF SMR-00R (8f TOP OF FRAME HEIGHT — — TOP OF WINDOW — — — — — — — — — — — — — — — — FRONT sill OF SUE3FLOOR (F11 fi - TOP OF FOUNDATION U IEL. = 232.r.�- O TOP OF BASEMENT SLR (EL. = 225,00'J TOP OF FRAME HEIGHT - _TOP OF WINDOW --------------- a = TOP OF &MR -OOR (s TOP OF FRAME HEIGHT - TOR' OF WINDOW - ---- ----- FRONT 4 _ TOP OF SUISFLOOR (FIi - TOP OF FOUNDATION ll IEL.. = 232-50 TOP OF ISASEMENT SL W (EL. = 225.00 ) CONTINUOUS RiDrsE `SENT ENG. "ATTIC" ROOF TRUSSES is24" O.C. 5/8" CDX PLYWOOD SHEATHING 150 ISUiL.DING PAPER ASPHALT ROOF SHINGL_Es eARGHITE CTURAL GRADE) ------------------- 12 9 1 i NOTE: ALL f REFAIBR(CATED FRAMING � 1 MEMEsER6 TO #BE DESIGNED AND 1 ENGINEERED MY MANUFACTURE 1 PROVIDE INSULATION 1 1 15AFFLE8 AS REQUIRED 1 1 1 1 ATTIC 1 1 f'RO'/IhE TIlL CONNECTOi 1 /41' PLYWOOD 6WEATHINGr 1 � ISUPPIlill 15Y TRUSS MANUFACTURE) 1 i4 SLEET-ERB 24" O.C. SEAMLE88 �Si1 I S ON IX$ FACIA �t✓Alm { :; T::i a �:•i' !i :i 1: ii jt is it t: } 11 :( l: 1: tt �( :.:: 1 it :i : Ic Y: :i :� t' fi ;t 1! �y ►i !i tt :i :t :: e; '! It ti :! , ,: it jt '•{ ;: t: is t: �c :; : 1 " HA 1/2" IMPERIAL BOARD LR__S0 INSULATION ? OVER NG CEILING = OVER 3/4" FURRING 12" G�VERI•-TAN WiTH STRIPS W/ SKIM COAT ? 1/2" MDO PLYWOOD SOFFIT 2x8 HEADER PLASTER FINISH W/ CONT. SOFFIT 't/E1�1T !�LAZiNS (VDH28?4J z lob 2xt0 LEDGER IgOARD M• IB ROD1~i — 1w 2X6 ROOF RAFTERS a 16" O.C. " , 2X4 WOOD STUDS g 16" O.G. pia" ODx PLYwo�D s�-1EArH1NG 1/? IMPERIAL BOARD W: U 1/2" PLYWOOD SWEATHING 1 E311(LDIN! R'AR'ER� - SKiM COAT PLASTER FINISH z BUILDING PAPER (TAPED) 12 - R-13 INSULATION - VINYL SiDING AND TRiM ASPHALT ROOF SHINGLES 3 5LO�KIN6 lAR .AWITE... MR,AL GRADE) - /4" TVG PLYWOOD SUeFLOOR - :LOiD) 2X12 FLOOR JOIST 16" O,C, 1 2X12 FLOOR JOIST g 16" O,C, --- 11 SEA1" iLESS GUTTERS ON IX8 FACIA BOARD 2x6 CEILING JOISTS .I 12" OVERHANG WiTH 16 O.C. 1/2" iMPERiAL 3:30ARD - 1/2" MOD PLYWOOD SOFFIT 12r1x8 HEADERS OVER 3/4" FURRING W/ CONT. 8OFFr1• %/ENT STRIPS W/ SKiM COAT l2OIX12 P.T. WOOD PLASTER FINISH 2X4 WOOD STUDS g 16" O.G. SUPPORT BEAM !$LAziNG (VDH28?4) � - DINING z � I -�-c� �� 1/2" �'L�'WOOI� SHEATHING IBU ILL ING PAPER (TAPED) " IA A W / VINYL. SiDING AND TRiM 1/? IMPERIAL �sO RD cp b'' X b" P.T. WOOD SKiM COAT PLASTER FINISH I:BLO CKING - SUF'PORT COLUMN R-13 INSULATION - 3/4" TVs PLYWOOD SMFLOOR �ST� 1X12 SKiRT WOOD DECKINGk ll: 2x6 SILL. PLATE 1 (;t 1 �1 %i jt 1t 1 ), •tl �-t1}...i�`tt 1 � c41�i�7J� tl..`t ,f�. W• jn•1/t.�f1 •c(,I t! t( :, ;t :t •;i :� :• 1 :, {( tT7�J,L�y�,�i(ij i,,f1,�.•��1� L��{ �j]t��d` t ,1t�1,h •tl�i1' t cM tAS�,1ti��i� ( I Ft' i('t( It :t t• :i tl.jt it : tT •;i 1 �1�J !l. 1 .� „tt �:LrGi1 1•.F�1�+ tt a(,Y:r )t ,i )l 11 ,j.lt,il )� {;'�: ,t 1(....10 Otrllo ��t/ti/Y1.� •1 ii lD,I ItY�LC q+'1rt 11 )� t�l�Jl ,If tl� i�t tlY tvtj� (Mtt.) 11J LJ\6P.T. SiLL PLATE 12�2X10 P.T. WOOD J ., . ~ J ~ J . v N v . '~ WITH SILL SEALER 1ALL SUPPORT �EAr"R ZXS R .T. DECK JOISTS •�• R-19 INSULATION :-; �ENGINEERED •:-: A OX. GRADE APPROX. GRADE 1�a" o.C. 1`� 18 FLOOR JOIST SUPPORT BEAM PPR R VMM1►MMMAMMAV►4MMM�IM+MMIIMV�V►N►� �A V , � I i - •- 1 � - } ' 1 y ' M�NFV►+NAV►W►MV1+HVtV►Nf�tV►NVNM�MVII�NMMAVM�N� 3 I/2" COhlr.RETE FfLL_ED L10" CONCRETE 12` DiA. X 4•E" CON :RETE , , __� ,- - I ! - -'! -► 1BA6r=MENT LALILY COLUMN W(T�-I _ ' ..;_ .._.►-FOUND,�►TION WALL 1=IL.LED POST FOOTING .- %_' I. ._� ' ! - i. I SiMPSON LLG CONNECTOR :TOR j ! h'' 111N. L9ELOW GRAD J� ; . �_ ui .,..1 ._ ..!`� ,_•.. ;_.�. ;_ `LUATE PROOF _ ` I .�. __.;.. .FOUNDATION WALL r ` '- t z I i h._.- { I :...._., �4" CON is FLOOR? SLAB _ 1 .......:a W/ 6ML POLY' VAPOR ISARR1ER DETAIL 3/A-1 ` 1 10" X 24" CONCRETE �.. ! , - OVER 3/4' STONEsAfiE ---- ---� 1. i 1 1•• 1 , FOOTING l EYED) ! ; _ I _ : '_ j 1 ;_. _f , ..__i _.; ! .► 1 12` X 36" X 36" - I .- ► i- i I� ' ' ; - : _. _ . ; _ ' ? 1 1 CONCRETE FOOTING `{ _ :� ' ! "'PERFORATED PV , I 1 AT PERIMETER Lit" � _ t 1 /'�� I ' 1 ' , , ! t ' ' t 1 ; 1. __ •. •:_ :�. K�'t\:s )•,. !,� :\ -} 1 �'- Tom,-S � r , -� S 'l" ♦ •.,- .,'• .:, �'s. �.J�•. '•r.i.t�•'' . . . -OF FOUNDATION WA 1- ! -- , . , , ; . I - - - I j r'. ,.Z"I``.:t .I,a C. :t"1(.{:-�'';'i_1C• M.. j .•t� .. ;`._J , i'�` i _...��:i 's' : e , D WALL : 1 ! r•-"• 1 - - 1 - J .. i ( _--, i •'»_/ ( {--._ 1 ... � --'-•• 1 I- '. - - _1 ( 7-• - 1 -• i -t i :- i I- _' 1 -, 1 �- •� t -7 '. I •j f• ----. i � -1 f- ..� 1 { .. .� .._ _it .►�. _ ... l.. a. -► _.�. a ♦-_ - _•_.:-.. ►. ti-1 i__t_ 1---_....__l. .- ._�_.. _. _.r. ' _� (.__ ... �_ ! .i_. _. _. .L_...L.. ____. _� _•.a .-• ,-._,__r...�_ t.. • ._ _t. .j _t_. .. +---------- t -i T 1 i.... '' _ I - I • _ { i _ j Ii, ... _j ` 1 _. i I ._. .1 {! t r- • I t_... .} �...._., -- t - I. -ti L t t r j 1 1 1 • 1• t , 1 1 t,..: i(� . 1 1 . I 1 -1 l i 1: l l .�. 1 • EE EI 114" LiNE OF RIDGE CONTINUOUS RIDGE VENT if ENG "ATTIC" ROOF TRUSSE6 t, 2•r" O.G. ----------.---.--------- CDXPLYWOOD 8HEATHItlGl{-�-CLIPS) ENG. ROOF TRU86ES 24" O.C. 16s MUiLDING PAPER ASPHALT ROOF SI--IIN(SL..ES 5/8 CDx PLYWOOD SHEATWING I I�SR :HITE.'`TURAL GRADE) 15S 33UiL.DING PAPER ASPHALT ROOF 8HINGL F8 I I 12 (ARCHITE...-MRAL GRADE) I 1 1 2X6 ROOF RAFTERS 1611 O.C. ATTIC 5/8" cpx PI-YUJO00 SHEATHING 1 1 150 I5UiLDINs PAPER 1 1 ASPWAL I ROOF SWINGLl 1 1 1 1 12 IAR�OHITF.CoMRAL GRADE) r' R-30 iNSUL1 TION /4" PLYWOOD 81-IEATHING :(•i<< a CEIL.INGI 1 �� 1 1 4 SLEEPERS 24 O.C. 1 1 — 11 11 2XB HEADER ., `• ..t ..! r. !! . y „• .l. -1 r. .t• rr •t. T. r 1; ti :• I: 11 1: '! �: !: is :; j! :1 :0 ): 1, ;, ;4 li {( a 1: ': : t ii tt •I t i :! li li ;• �: :. 1'i 1: :• :( t: ii .. :t :{ t! .. :1 1! a t� !: t l: :! i:. l: :: 3: :• i; i; t t: tI 1. 1; t t t: t Y " ENGINEERED ENG, GiRDER TRUSS 1/2 IMPERIAL BOARD SUPPORT ISFAM i 12" OV HAND ITH W/ HANGERS OVER 3/4 FURRING W �sLAZiNs (VDH3046) STRIPS W/ SKiM COAT LU/ HANSERS 1/2" MDO PLYWOOD SOFFIT PLASTER FINISH W/ CONT. SOFFIT '/ENT 2x6 CEILING JOISTS IBEDROOM #2 2x10 LEDGER ISOARD 2x�s � taFTERs �611 a.c. 1/2" IMPERIAL. ISOARD w! �" , JBATH 2X4 WOOD STUDS 16" O.C. 41110 5/8" cr PLYWOOD SHEATHING SKiM COAT PLASTER FINISH 1/2" PLYWOOD SHEATHING 154 ISUfL DING PAPER R-13 INSULATIONlu z z BUILDING PAPER (TAPED) A8�'HA1.T ROOF 6HINGLES 12 VINYL. SIDING AND TRIM 3/4" TAG PLYWOOD SUeFLOOR 3/4" Ti PLYWOOD SUESFLOOR fAROHI"l7LIRAL GRADE) 3 'COND) SEr41~1LE88 G4ITTERs 2X12 FLOOR JOIST n 16" O,C, 2X12 FLOOR JOIST 4 16" O,C, ON IX8 FACIA BOARD z (2)2X 12 P.T. WOOD FLUSH ENGINEERED i�il -� FLUSH ENGINEERED SUPPORT BEAM _ SUPPORT BEAM � � SUPPORT BEAM W/ HANGERS W/ HANGERS 2x6 CEILING JOISTS 2X4 WOOD STUDS ,8 16" O.C. t6" O.C. FOYER<ITC 1/2" PLYWOOD SHEATHING • z � IBUILDING PAPER (TAPED) 6" X 6" P.T. WOOD : VINYL. SIDING AND TRiM SUPPORT COLUMN t :.r WOOD DECKING LOCKING kST� 1X12 SKIRT 14" T4G PLYWOOD SMFLOOR 3/4" T4 PLYWOOD SU15FLOOR t !1. 2X6 SILL. PLATE 11 (! r (�. Ja It i 'l a it 1, Z 1 jl •1 { ! J{ j j( !1 Tl jl it :I TI i! :1' 11 i It it :t it i Is t+ �t :s a i, 11 jt t '1 T! • it J( , '1 is :i :. (1 :1 r!1 jt tl :. i I (':t :I :t :. :t jt tt :� tt TI it J l�'1X1D P.T. WOOD Lot t_i1 �t+1'1 t.h'Gl�'•.�t°_I�tit ;t�i:t_,t , �.,��i,_:1 t t :�Jc ti �i_�t_tt_,1211: �� T ;j'L' _ « _ _ _ - _ r.� :, _t_: !1� 2:�6P.T.SILL PLATE 1 ,t , ti , : , a: ,i , i 1 ,� L �18.�'«� : ; s• .•`. ,: �- alw,: ate:_,. : 1 >t�t�t:Jtt � P LL PL E 1ALL SUPPORT BEAM WITH SILL SEALER R-19 INSULATION •. y : �' GRADEAPPROX. GRACE lo FLOOR JOIST APPROX_ _ .w►v.ww►ww►v►.Nw►v►w►.�ww►v►.Nw..�w.v►.�w►v►.Mt.,. � � .1►...,w►.Nw►�.,'.aNl►y► • -. • v►.,w►wl�..Nw►.1�1►r►.�►..warn►�.rawt+►ww►v►ww.v.v►..,.kw►v..N.N.v ENGINEERED 2X6 P.T. DECK JOISTS - : ► - I - .� . SUPPORT BEAM,, ' -- 10'' CONCRETE FOUNDATION WALL .. E t iBA6E�" EENT `_ �41ATERF'ROOF Ir , - _OUND.�►TIDN 120 DiA, X 48" CONC. T E I = - -• �{ - - t WA FILLED POST FOOTING (46" Milli ISELOW GRADE) 4" CON :RETE FLOOR SLAB 1D X 24 " : -- - tl CON.. ' BETE ,, W/ 6ML POLY VAPOR ISARRIER FOOTING (KEYED) 1 - - _� -'�a. _ ;` 12" X 24" CONTINUOUS OVER 3/4" STONE 15ASE -4` _.t....._; 1 i t - t ; - r CONCRETE FOOTING 1 II ,.. 413 I 4 PL�FDRATED PV 4 PIPE AT PERIMETER r I / J s. •... ' r r .i -t�_•i-'•.__. ':\ \ ^? \. •��. -if •�. •• •i ., •.• ' •r.•.r ., ,...- _ ._ • _ _ 1. _ A `La, {- i r 1 'x r �•� r—t s~ =-fir -�" '� •► � ►'• •t �_.,.-t f'....�, FOUNDATION FOUNDATiOWALL -- 1 F I ! .. _._. 1 `` f'� F ! i »F1` ! J i• F F �: r `�` .��i�•�! r i i `.:•i t �" . ? _ 1 i �_ + 1 1 k. 1 i I i- •' I -` t 1 r `-- I I - i i + r- , I_._..� .._ .. t F---+ : ! _.._� <.-_. 1 __ I i -._ ' j. .._.: �_. F r y 1 `_._ • • • 1. r ! . :•-,. _. _ _� . . � -.- .,. __r_. 1_-�.. �. .. _..t... _.. -..; 1- ..__t. .r_•__ .i. .w _i..i_ - - - .. �...• -1 - .�. .. •_ t-.t i._•. -. k. '-_•..j_ ._� _.. .. .i -_.. � ��._ .t. 1 _► ..,. i 1- . L- ♦_ .._ _ .� _ _� •. _J.. � _ t_.. . t � s I � 'i ! �. _. - _i �._ .T T. _ 1 L .. _ 1 ; _. _, ' ' __ .1 i _I , , _ ..._ , _.._-1 r... _. • --• • • __ . _... . --_.• I __. 1 .... { 1 � '- ! i ; , -. - 1 4 T I , 1 t I ._..._i.. _ '....,__ ._1 .,._ ... _�...... __ J .._ _.. .i.... _ - t- -• - - i_ . , , , .. _ .,.. _ i- t-1 t t , I � -r T I .-.: _.1 �.. r ...t ....t. ..�. �.. t_ :.... . _ • . -. i t . • j- .- .--r Z r -- t F .,..-:_ � - -t 1 -r - t -t ', ; i- i- . I ® 11411 11-011 4 r TOP OF FRAME HEIGHT TOP OF WINDOW TOP of SUISR-OOR (SECOND) TOP OF FRAME WEI! WT i TOP OF WINDOW r— i i TOP OF SU 3FL OOR (FIRST) TOP OF FOUNDATfON WALL. IEL. _ 232.50 TOP OF L3ASIZEMENT SLAB (EL. _ 225.001) TOP OF FRAME HEIGHT - TOP - OF ----- WINDOW ------- 4 _ TOP OF SUMFLOOR (S TOP OF FRAME HEIGHT - TOP ------ OF WINDOW - ----- A = TOP OF SUISFL.00R (FIR n - TOP OF FOUNDATION U (EL. = 232.508) TOP OF 15ASEMENT SLI �' (EL. = 228,00') =-CDUD) RSTJ TALL N10Tr=: ALL WINDOWS MANUFACTURED BY SILVER LINE WINDOW COi" iPANY 1��RIFY ROUGH OPENING SiZES, EtSRESS REQUIREMENTS AND TEiw1PERED GLASS REQUIREMENTS PRIOR TO CONSTRUCTION AL!L. NEW WINDOW AND DOOR HEADERS TO BE (2)-2X& NUMBER TWO 6T�'.ADE LUMBER, WITH 1/2" PLYWOOD PLATE, UNLESS OTHERWISE NOTED NOTE: ALL NECESSARY EN(SINEERIN6 DATA TO BE SUPPLIED BY CONTRACTOR, ALL PREFABRICATED STRUCTURAL MEMBERS iBERS (FLOOR TRUSSES, LVL SUPPORT BEAMS, ROOF TRUSSES) TO BE ENd INEERED BY MANUFACTURER FIRE STOPP11%IG REQWIREPAENT Penetrations thru rc� d wal, � iDDI�� shall i . sealed with 'I 11) a � � C !preventing rige F Va vvnen subjectc�d to the requirements of the lest Standard crpeac tic for Fire StopG ASTI-E-814. i3_1 Aia (ti .l1t fi! .K.1 jt •:Tit L't1 }I J tr. L•.L f or Icm inz��S, 0, CGM e�' M J,•� SoT BE KEPT AT THE BtUiLI[ iIC DURING � ICE pR0GFtrSS OF THIS j,�ll.r)N,,3 �cpA1aTh?,ENT 3•~l e3 0. S ♦i i T . a� f s I I•'1 t ISPEC 1 ION' IS P"r_:�rtt.sil �1..[,J iliL� � i ih� TEE CONCRETE I S T ' �) LI)IN DEMP► I ��Et�T C "rjj of C�0WL11 WjU jr,. Vsl 'N to rnL,, t �.1�f Wi , 44 " t� a . Ii ., �w. Est til ��1 g t` �� L� -ri vL 4u h6 >i All t L� � .t tl., t-•�1 Is p �"��:c', THESE PLANS ARE FOR THE C.CNSTRUCTION OF 014E BUILD{IX-S OILY AND ARE NC`, TO BE COPIED IN ANY FORi`? IWiTHOU1 THE EXPRESS WRITTEN ERfISSION OF C-ORNERSTONE i DESIGN,JBUILD SMOCESJIN, ALT1-DUCsH A LCT OF GARS HAS :saNE INTO THE PRIARATIO�I OF T14E DRAUJIMl TO EN&JR= THAT THEY ARE ER OR FREE. IT IS THE RESPONSIBILITY 1= THE OO14TRAr.TOR tO O+ GIC TPE DQ,I zC r- _ OR ERRORS OR: CMI8810NS AND TO ADAPT THEM TO ANY SITE CONDITION 1. IIJRITTETI DI1" Ia1SIOhw ALWAYS 1-AVE PREc.EDENGE OVER SCALED DIi 1LNSIOX1- - J THE r ENERAL CO?�TRAGTl SHALL NOT SCALE DRAWIN64. FOR MEASUREMENTS, BIj!# SHALL VERIFY AT THE SITE ALL LEVELS AND MEAs3URE1"IEN-S NECEWARY FOR COMPLETE FABRK ATiON, ASSEMBLY AND IW_�TALLATION OF HIS OR HER WORK, MIS' )R DETAILS OF THE WCRK NO SPECIFiGALLY 61-10WN ON T+�E DRAWINGS SHALL PE ASCERTAINED BY THE CONTRACTOF : AT THE SITE OF THE WC'RK, AND SHALL BE ACCOMDLISHED 3 r HIM Li THE IWENT CF THfS PROJECT, I REVISIONS No, j p,a-rg BY i CHANGE 163 GRAND ARMY HI6PLUAY SWANSE4, MASSACHUSETTS 02 TEL - (508)-12500 FAX - 1508J-6i3-2�o00 i K $ OESIGN/EUILD SERVICES, INC SHEET TITL^: BUI DING SECTIONS DRAWN S"i M. POTOCKI! REVIEWED '_ I CISTONE p;�OJEGT 21 FEB 02� DATE: SG1 !411 ° ''��. SCALE: ! DRAWING SHEET 8 DI= °� i in 1 4 It CONTINUOUS RIDGE VENT TOP OF FRAME HEIGHT TOP OF WINDOW (2Y1x8 HEADER —�r-'�---------------- GLAZING•: (,/j:>H2824J DETAIL 1/A-1 TOP OF SUI3FLOOR (FIRST) 1 1 1 TOP OF FOUNDATION WALL 1 (EL. = 232.50 ) t t t A 5ASEME 1 J I . i ...► . , _,_ .� _ ..i , _, .. 1 W/ 6ML POLY I....� � -i .. _ •La `t OVER 3/4" 8Tc � � I , �. 1 TOP ' OF 15ASEHENT SLA�3 (E.ice• = 225.00 I^ f _. .� ; i —.._.j i TOP OF FRAME HEIGHT TOP OF WINDOW TOP OF FOUNDATION WALL (EL. = 232.50 J TOP OF 8LAIS _ (EL. = 231.20'J 13OTT OF FOOTING - (EL. = 221.00) 12 Z'o ENG. ROOF TRU86E8 a 24" O.C. 5/8" cox PL `'W 000 644EATI IN.:S (H-CLIPS) 15+ 5UiLDING PAPER ASPPALT ROOF SWINGL.ES (A1�C.HITE.�`TU';�,4L GRADE) PROVIDE IN6ULATION ISAFFLE8 AS REQUIRED PROVIDE METAL CONNECTORS (SUPPLIED 35Y TRU66 MANUFACTURER) iSED HEEL ,6 TRUSS SF-AMLE68 GUTTERS ON 1X6 FACfA BOARD z� 12" OVERHANG WiTH 1/2" MDO PLYWOOD SOFFIT W/ CONT. SOFFIT 'SENT 2X4 WOOD STUDS 16" O.C. 1/2" PLYWOOD 644EATPING BUILDING PAPER (TAPED) ViNYL SIDING AND TRiM t (1.0 2X6 SILL PLATE (1) 2x(o P.T. 6lL1_ PLATE WITP 61L1_ 6EAL.ER APPROX_ GRADE • �>,yM/►r►Iy�I►WMAVW11►NMAMWVIANNMAVMMMN I( 1 i I .1011 CONCRETE s FOUNDATION WALL WATERPROOF .,_-r-FOUNDATION WALL 1 10" x 2411 CONCRETE -,-FOOTING (KEYED) 1 .4 PERFORATED PVC - r 7- _.-i_..i-P 1PE AT PERIMETER ~ OF FOUNDATION WALL CONTINUOUS RIDGE VENT 70A — — — — — — — — — — — — a -- — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — S — — NOTE: ALL PREFAI'5RiCATED MAMING MEMISERS TO iSE DE61GNED AND ENGINEERED 13Y MANUFACTURE PROM/IDE 5/8" r-iRE "'ODE DRYWALL ON ALL WALL AND CEILING BURFACES AS REHIRED IN GARAGE TWO CAR GARAGE ENG. "ATTIC" ROOF TRUSSES 0 24" O.C. 5/8" COX PLYWOOD 64-4EATI4IN-: s (14-CLIPS) 150 ISUiLDING PAPER ASPHALT ROOF 6HINGL.ES (ARCHITE_/,`TURAL GRADE) PROVIDE MEi AL CONNEr.'T0$RS (S1lPPLIED�' 'BUSS MANUFACTURER) RAISED HZEL SE,41•'1LE�. � I l S ON iXb FACIA. 150ARD 120 OVMR.Po4N s WiTH 1/211 MDO PLYWOOD SOFFIT W/ C N01. QO-'T' 't-/ENT 2X4 WOOD STUDS e 16" O.C. 1/2" P:•YWO :D SHEATI--IING EUILDINn PAPER, (TAPEDJ VINYL AND TR[M II L` -TAiL 2/A-� - (1) 2X6 P.T. SiLL PLATE 4 CONCRETE FLOOR SLAB t t WiTI4 SiLL SEA! -ER W/ 6" x 6" W.W.M OVER ;. COMPACTED GRAVEL 1 1 1 1 t i APMOX_ SQA•DE iMNMMM W WrAM�AM .• J . ` V►M►VM�W�/►MN�MMVNM�IMW►M W VMMMAM�IYMI►V►: I i j :�_ � •t •�\ � _>r,f[ •-• r' }� I a_ Ll '� ` ^. t \K.,�)•�.. � :_ i � � • � • :..•t� � , t ,j.' -� y,�• �� ►fir• <� � »• '. i .I._I.. J. _ 'I• v'�j•�'''(}r. I'1' •r _ j1 •-i♦h"V r *i-1•s.1►.•`--.`•-�• �� • ..((��,,j•�•'�:..j'! i,C . i. - K}tj' �7 L 7 ••��/.C�`i'�y�•.(•. iJ�2�;J . •._t. _, _ .... .�. lr� _--' • 'a y,` •.(�•� jJ...i �•�. v•r•J �( •�.i'iv .f•�/'�•Jr1••Y• •-'K•�\ J t ±►s'-: s .t''�'`•`�L �2.15. 3�''�',��.('�•�'4• r'.r.' `�il' �'' (V+.��•'ti.r'r` ".QIMfly ,�. tr �7(`71••.•�'�••j'•"^t ',1 J i 1 i - - 1. v I '/'d .fy}ti►- •M r 4`•�.' ,'i. :,�•• , �.`� i� r 1( A:'/�.� j, V� y j• ► rr iy IL' r I� •{1.: .I!• r , _• CONCRETE I •t, •y .t A. .I� �: i .j r(1't �r'ti �� a /ti; �t 4 , _ loll ✓�/NCB + .� f • . _.�. _L �_t- --r . , -. - .'._... _ _ -• r -. ♦ . i...__'._r...�. _. �_ -t'--�- - -... j . i._� ..._� y _.._ : _ _(:_..y. • j.. a .. RE? ..� �. .. , .. J .-- ' - _ i - -� ' ° 1^t-- , •_ _ ._.4 , �..._._'• •,__._ 1_I I __ i-1 i..... L... .., T L.._'i• t. t _. I -. _ •.. , .' FOUNDATION WALL ' _I ! t _.. /I _._. .Ii i_ _..• i L. • I ( • ... - - • r.. I ! - • ., i.. .. ..1 ! _T r---1 ; �..._.• , ._. -i l -.... � � .. 1 I L. ._. ..� tP'_.-; ' •T .... -�.. -( • as r -' ' .i j -• � - ; _: � 1 1 .. r. , t -• � I { �_.�. i._:_f--, ' .. ,...I j. ..i .; _L_. '. • .1.�._., .7 .. a ....t -r-.. •••• �_.1:) , .�_ � i_..... r .1._.I_.a t»'-•j_ t, � f •_ • � -• -(. � ' • j .` _ � .s_ _. • _ ..-• .• ,. i � � .1. ....»•_ •. � :. ; ,.�. .. i r..�. : 7 _�.. .T_. _� •.� .. .--�-, .I. � _; l ll Y 10 X 24 CONCRETE 11 L I' �- i { 1 1 ,,.�...1 ? \. , I {..:_�. _• _• .� _�..I..�.. {- -+ ,• i_. FVVTiNL3 XL IL✓) _. i : i _ � I , i . � j . _ � _ � I_ .. I I � i � I I , � .: i .j i. � — b• � �...1� I. .. 1 , ' .{ _�• � � 1 r 5--�..• i -• _.. , • t � � i .._ : _. a..�. , _. • .. .. 1 ; 1 a.. .� _ • � • i �._. } w.. �.. -.#..l � .. .i -•. + _ _' _.i.. _l. , S_ .6 I i _ ._ ; _ •. i..} 1.., 2X4 WOOD STUDS * 16" O.Ct 7 R-13 INSULATION 1/2" CDX PLYWOOD _ 3/4h T4G PLYWOOD 6u5r-'LOOR SHEATHING ,_ �"i2. FLOOR JOISTS (1. 2X6 WOOD SILL PLATE: t'p16"O.C. (1' 2X6 P.T. WOOD SILL. PLATE SILL SEALER •a,L-R-113 INSULATION 1/2" D IA. ANCHOR JBOLT FINi8WED GRADE 6'-O" O.C. (VERIFY ON SITE) i. loll CONCRETE (woo P':Sf ) (2)-1*5 RE-ISAR AT I - I ;•... -4. ' FOUNDATION WALL TOP AND ISOTTOM -I: _ , i _..+ , :... l • :' OF WALL —V WATERPROOF FOUNDAT'ION_.;••_. - _1 _.I- .. �-1 _-:. _ �__.L I- _....: �' ° , '6 k.CONCRETE (3000 4" PERFORATED PVC : ', ! _ J `_. _ FLOOR 6LAIS AT PERIMETER OF FOOTING= - (VERIFY INSTALLATION WITH SITE ENGINEER): ~ : 4_1 X 6 W.W.M. _a �.. _.,... _;._: i _. b ;- - 1 - : I 1 _J i .'_ � _ .. _.� 1 ` • � ti •ram: � rr„-j � --. 'r—. — . { k+ 6ML POLY VAPOR ISArvoRIER OVER 3/4" STONE I5A8E: (3J-+�5 RE-33AR l0" X 24" CONCRETE (3(iJ00 PSi) FOOTING XEYED) C)ETAIL I SCALE: 11.2)" II 2X4 WOOD STLID8 16" O.00,-, 1/2" COX PLYtIiJoOD 1/2" DIA, ANCHOR MOLT SHEATHING 9 6,-011 O.C. X 2X6 P.T. WOOD SELL PLATE SILL SEALER 4II CONCRETE (3500 PSi) \ FLOOR SLAB M-++5 RE-IBAR: AT A TOP AND 13O t i TOM b" }C b" W.W.M. -�• -• OF WALL r��....:._...., :'��s;,^-�^':u�;�3�r.-:.-�aac_:•�-T.;�:�?t Qr�q ,,�� ••'��-f ) • jr,j• FF �~ [$ •T '� � ' • Y }`•� �p •may ••• V FINiSNED �+� Xi /`�.;'<,. ;3.D ��: }i Fla_,1+.-t i•. ,; 1�..r 'i'r 3:..�[-... �..�L.1� �•J -Y ON SMITE) ' I 1 -i• j -t- 1 '. r. i , ` i I - _i ( ` .l .;_.. ; JI✓i'•.�Tv• �J'.1..J.'V �V' '4r�.�'L�k.X:-(:y, .p'.�i COMPACTED GRAVEL � : •_ � ' � I -i 1 _ . mpeCtion or n -urther com-,-rucLoon. loll CONCRETE (30o0 PSi) ~«\ -• .. `L j t..... - _ '- FOUNDATiON WALLFIRE STOPPiNv. REQUIR, E I V1 �.._L..i_-.i. •i _ ; . l i .._•; .._! _; .-! ; _ ,,:; : _ . ; j _.._ P?tip 'at`'onr,; thru ra �`�u �;a�al' and floors shall be 10 X 24 CONCRETE `13000 PSI)1 !1 �"i �� . , j E °i, Y , �y a 1 eve n til n' 11 II 1" FOOTING ZYEDJ .^� �, • -1 � i n �� r• a , d h� gasses r. " t0 the-3 r Lnrcl.' s-nts of the Test Standard s cific for Fire 'M-E-81 46 T A I)E I L� 6CALE: 1/2'11 _ � I� 1I YoJ1q D�1Ir1C frWST 13E YX--PT AT THE BUILDING DURING THE PROGRESS OF THIS INCRIC. CONCRETE (3000 P ` 3-1/2" CONCRETE FLOOR sLAIS Jf� UIi..DI�'G D`r��l�'��EN`r `tri'I &A Dartmouth FILLED LALLY COLUMN f Sono- T USE SIZE AND DEP TH ._ _. t��PECT10;ti IS Rr'QUIBED Bm-olC M. t� � L _ ... Y_ i'NE CO��C y E 1S --OUP �.D. - a, : • .: :, :'_ :qqVER ML POLY VAPOR 13AR� ER � BUILDING DEpI�,f�T��Ef,�i'12"D X 36" X 36'' 3/4" STONE �:;,/k••.._. CONCRETE (3000 PSI) FOOTING 3:-t5 RE -MAR (EACH WAS YJ T OF Ehu DETAIL 3 6CALE: 1/0r• F^ 7 5L Ls NOTE: ALL WINDOWS MANUFACTURED BY SILVER LINE WINDOW COMPANY VERIFY ROUC- H OPENING: SiZES, E:SRESS REQUIREMENTS AND TEMPERED 6L.ASS REQUIREP'iENTS PRIOR TO CONSTRUCTION ALL NEW WINDOW AND DOOR LEADERS TO BE (2)-2x8 NUMBER TWO 61RADE LUMBER WITH V2" PLYWOOD PLATE, UNLESS OTHERWISE NOTED NOTE: AH NECESSAR"y ENGINEERING: DATA TO BE SUFPPLiED BY CONTRACTOR, AL.L PREFABRIt�QTEG STRUCTURAL MEMBERS (FLOOR TRUSSES, LVL SUPPORT BEAMS, ROOF TRUSSE6a J TO BE ENCzINEERED BY MANUFACTURER