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119 MARLBOROUGH ROAD - BUILDING INSPECTION ll�lj VA ♦ M +o City of Saiem ward Y. ; APpu-. CATION FOR PERMIT TO BUILD ADDITION, MAID€.ALTERATIONS OR NEW.CONSTRUCTION IMPORTANT.•Applicant to cc7r/np/ete aN items in sections:1, ll,111, IV,and/X. L AT 4.00ATA". _Pr - ZD I1i1CGT ��. LOCATION mbr OF BETWEEN AND BUILDING " a�T fcrlmsTmn Lw LOT_BLOCK $RE 11. TYPE AND COST OF BUILDING-AN applk&ft eom#ete Parts A-D A. TY1PE OF PROVEMENT D. PROPOSED USE.FOR"DEMOLITION"USE MOST RECENT USE 1 a!YtlInY RwkM11W// NoaraaWawaY .. 2 Q Addwanw eaidaw rmw mwwwdrrew 12 O'O//;Yni► la 0 AMAsmmLmmewwo houmv Una a2 eG 7 atilt n part O.131 19-0 ClmmeL~Iewyw w 3 ❑ Aberaben(See2abMv) ot 13 ❑ �mweangy•EmMnrmr6M 21)Q rrWumM 4 LJ Raper mplsoMlwA It TrwMaboM,nbwl ar domVlwY- 21 IJ FsMg9wop EdwAmiavdanO 23 22 ❑:Swesoa b fta paapwapa � • 3 Q YV�'etkmplsemplwrwY/eS�darreYd arrrrrrnrpM ...... �Q�Neapiwl.hrWgw■I d mma a buA*v in Port O. 13+ 19 Gwepa 24 �;OFAM 68Mk �aNmbral 6 © MMaglrabcmbaN 16 a cmml 25 P—me umy 7 [] Fc aft iarM' X,E3,6dbeLlbwy., eacatimW 17 Ow•Sprdy .. 271.Slwa.aan'aNla B.OWNER g/gyp 26©.Twiw.brma a I fyPrhna rnobidml oaporaaon.nwpidM 29 OMw-fir iria6hiVari argil 9 ❑ Pdab IF;,a*A SCOL w bol go - 0 C.COST - 101*cwm Nwrpdera4-D"C,4,in deW papmed lme d buldffvm eq.bpd 0mceswq PINK mRbVre snap.Yu+OiY WbN9 at lrcapaaL eWmn Wy rJroal sewr dwy wheall Le6Bti 10. Coq d nlproranw o .Ii�hgNq wsba4l"ft.xai lcidefmo S rw Otlra.nriwl blllis brAOY¢'aiba brAOhq .. alYetllwYW p1aM.M rmedeadrVnpbri6giebwq dwrgerl craw pmordw ro ba)mliw but ibtndridad /1 1 - . // a. Flechlul � R PMrrbaq .e..1 ib vaaMMwrhq Q• ' y. . ..:. CL ewowvam alal 1/.TOTOd-COST OF IMPROVEMENT IL SELECTED C.HARA_ CTERISTICS OF BUILDING -For new buildings and additions,compleN Darts E-Q de7nobborl, com to on .�J 8 M,al otheus skip to N E PRffK3PAtTYP,EADF FRAl E 'F.PRNCPA.TY/PE OF HEATNO RIEL G. TYPE OF AGE DISPOSAL I. TYPE OF MECHANCAL 30.Q�ymleytwb4ewln� 3II C1, <o. VkV*=npwry ww nere ee r 31 W—dacme 39 Oe 41 ❑ PrlMeleeptb tmelatl 32-0 Shama MW 3,.p EMd,WV - .. a YM 49 Q No 33 Rahipreed o0rrweY 39 K TYPE OF ATER SUPPLY _Q.Caq ..,. _„ .Vuwtlrawbyan 4miaaw7 1. 34 p..OO,M•SomW .34.0:00ar.Spedy - -43. Pr6Yev9A.P.oampwry. 460 vws i7 lb. 4a 13 PrAwmImAkdam" J.oiMENsroNs48 % DEMOLITION OF STRUCTURES: 49. roai awa.e Nr a Ma Brea a::Mai oaten an exNae Ha's•Approval from Historical Commission been received /J . ' fOf any SfNChl2 over W(50)years? YBS_ NO_ so. ram ano anq W.KRrg Safe Number K.NUMBER OF OFF-STREET PARKING SPACES Pest ...Contra: 51. Erctm HAVE THE FOLLOWING UTILITIES BEEN DISCONNECTED? •52 oaaim 'ar::'' Yes NO sa Enaosea l3BCbiG Gas:' st;, pen of FLA sewei- OOMMENTATION FOR THE ABOVE MUST BE ATTACHED POW BEFORE A PERMIT CAN BE ISSUED. N. COMPLETE THE FOLLOWING: Historic Disfrict? Yes_ No_ (t yes,please enciose dgcumenfef oth.f[errT.Hist Cam-): _ . _ Conservation Area? Yes_ Nd_ (t yea.�piesse enclose Order of Condi tons) Has FwelPrevendon approved and stamped plans or applications? Y No_ Is property located'in the SFIA distrW Yes_ No- - Comply with ZorldTg. .,Yes No_ (t no.end.meBoardotAppeal decision) Is lot granuHathered? ;Yes.. No_ (t yes,submit documenfafionfrf no,submit Board of Appeal decision) t new cansAucton,has theproper Routing Slip been enclosed? Yes_t/ No_ Is Architectural Access Board'approval required? Yes./_` No_ (t yes,submit documentation) Massachusetts State Contractor License# /�7l 7 7 Salem License# d Home Improvement Contractor# Homeowners Exempt form(it applicable) Yes_ No_ CONSTRUCTION TO BE COMMENCED WITHIN SIX(6)MONTHS OF ISSUANCE OF BUILDING PERMIT if anCONSTRUCTION IS TO BE COMPLETED BY: 3 j�7 Iextension p submit writing to the Iris o�Bilillmgs. V. IDENTIFICATION- To be completed by all applicants Nass McYiq sadieess•A10aEel.meet oeK•+e mms ZIP Cade TeL Na Coaaaw t�a a tZGQi ' �7 Amhfta a EAp�eer I hereby certy that the work is:afA�ed the owner of iecoi and thet thave been aulnorized by the owner to nmke rde application as his authorized no to. aoWicBde laws of this iurisdlction. Sigrmare of - Address i QU DO NOT WRITE BELOW THIS LINE VI. VALIDATION Building FOR DEPARTMEW USE ONLY Permit number Building USB GMW Permit issued 19_ FBS GMdffV Building L ve 9 Permit Fee $ Certificate of Occupancy $ Approved by O=VWW load Drain Tile $ Plan Review Fee $ / ( TITLE NOTES AND Data•(For department use) r PERMIT TO BE MAILED TO: DATE MAILED: Construction to be started by. Completed by. VI ZONING PLAN EXAMINERS NOTES DISTRICT USE FRONT YARD SIDE YARD SIDE YARD REAR YARD NOTES SITE OR PLOT PIAN•For Appimt Use G ON Commonwoalm o/ maieacLjeffd n cc�� F i1Jeparlmanl co1�Jn�iulria[ .�cci"nb 600 �r askinylon .�lrael ,lames J.Camooeil f.�ollon, M"acLsalb 02/ 1 l C ommssssoner Workers.' Compensation Insurance Affidavit T (uesrev/enmiwee) with.a principal place of business at: 12e2l fox ;yvf _-fy,������ ' (Uq/Sme/Ly) do hereby certify under the pains and penalties of perjury, that: () I am an employer providing workers' compensation coverage for my employees working on this job. k1� GUG��/53/�S39a/Z Insurance Cgfmpargy Policy Number I am a sole proprietor and have no one working for me in any opacity. () 1 am a sole proprietor, general contractor or homeowner (circle one) and have hired the contractors listed below who have the following workers' compensation policies: Con//tractor Insurance Company/Policy Number Contractorf� 'fn9surance Company//Policy Number 10le Contractor Insuran a Company/Policy Number O 1 am a homeowner performing all the work myself. I undenund mat a tddy of this statement will be forwarded to the Office of Investigattons of the DIA for covente verification and that failurt to secure coverage as recurred under Section 15A of MGL 151 can lead to the imocuiion of criminal densities corsutint of a ftnt of uo to S 1.500.00 and/or one rears' imoruonment it w 11 as civil penalties in the loan of a STOP WORT( ORDER and a fine of of S 100.00 a my against me. Signed is day of ��� 7 Li see/Permittee Bui� Departrieent Licensing Board Selectmens Office Health Department TO VERIFY COVERAGE INFORMATION CALL: 617-727-4900 X403, 404, 405, 409, 37S OF SALEM. MASSACHUSETTS PUBLIC PROPERTY DEPARTMENT ° 120 WASHINGTON STREET, 3RD FLOOR jA t SALEM, MA 01970 TEL. (978)745-9595 EXT. 380 �p'nra FAX (978) 740-9846 STANLEY J. USOVICZ, JR. MAYOR DISPOSAL OF DEBRIS AFFIDAVIT In accordance with the provisions of MGL c 40, S34,I acknowledge that as a condition of Building Permit# ,all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid-waste disposal facility,as defined by MGL c III, S150A. � The debris will be disposed of at: YLlw Location of Facility ignature of Permit App cant Date FULLY complete the following information: (PLEASE PRINT CLEARLY) ame of Permit Applicant _. A=Name,if any �d "4x �� h�� ��� �4�e Address, City & State ' The above statute requires that debris from the demolition,renovation,rehab or other alteration of building or structure be disposed in a properly-licensed solid-waste disposal facility as defined by MGL 611, S 150A, and the building permits or licenses are to indicate the location of the facility. MASchetk COM?LIANCE REPORT Massachusetts Enefgy Code I Permit B I MASthack Software Veraion 2.01 I I -- I _ I I Checked by/Date I ' CITY: r5Q'((i„/ STATE: Massachusetts MDU: 6573 CONSTRUCTION TYPE: I or 2 t'amily, Detached MEATING SYSTEM TYPE: Other (Nun-ElectciC P.eaistdOCe) DATE: S16-44 FRUCe'_T INFORMATION: ✓�cG/Gly/ /hili D/��D COMPANY INFORMATION: DIBIASE CONSTRUTION CC.' COMPLIANCE: PASSES Required 7A = 472 _ Your Hume a 472 A['ed OI Cavity CUOt. Gldring/Doer ' Perimeter R-Value Ft-Value U-VaIUe OA ____________________..-_-______--__-_.__________---_._-__.-..________________..____ CEILINGS 1367 30.0 0.0 48 WALLS! Wood Frame, 16" O.L. 2468 15.0 0.0 190 i•LAZING! Nindows or DOOre 904 0.500 155 DOORS 22 0.350 8 - DOORS 75 0.220 8 FLOORS: Oeec unconditioned apaCa 1342 19.0 0.0 64 HVAC Eo7IPMENT: FurnJce, 84.0 AFUE' COMPLIANCE STATEMENT: The Proposed build"q design (iesccibed have is consistent with the building plans, apeCifioationa, and other Ca1CV1.ation3 submltted with the peralit application. "t proposed building has been desiCned to meat tb.e [equiremm[ti of the MassachUsetts EOergV Code. The r.edtinq load Eur this bulldtng! and the cQoILhq oad If appcoprla le, has been deterr,ined using the dppl.trdble Standard Design Condi_ions found :n the Code. The VACa ' t selected to heat oc C00l the btilding shall be no gredter tt thr'design load as specified In Sections no gre 1710 Bui bier!Cesignec � Cdte_ hnRP G I �-O i 2-4 S CITY OF SALEM R UTING SLIP _3 CHECKED DEPARTMENTS REQUIRE SIGNATURES BEFORRE�UILDING PERMIT WILL BE ISSUED.�� LOCATION: l� �`� "� ✓z o/ ` DATE: 3/-fld7/ APPLICANT: Q ASSESSORS OFFICE @ 93 WASHINGTON ST. WA /,(� FRANK KULIK �/ DATE: t�AAQ 0 CITY CLERK(if involving a new street) (! @93 WASHINGTON ST. �V DEBBIE BURKINSHAW Z(c DATE: / 0 PUBLIC SERVICES(Engineering Dept @120 WASHINGTON ST,4T"FL. BRUCE THIBODEAU t ! DATE: / 0`k ' 6i p✓J� WATER DEPP. �Ce b✓�,- �O� @120 WASHINGTON ST,4TH FL. HELEN JIADOSZ DATE: CROSS CONNECT SUP'R BOB DESCHENE @120 WASHINGTON ST,3R° FL. DATE: PLANNING " Q120 WASHINGTON ST., Fii-/S"�JW DATE:-4—z5—c4 1E (�1Qt-ELI CONSERVATION COMMISSIO (Pla g Dept.) @120 WASHINGTON ST.,3PD FL. r DON CEFALO DATE: / ,Z-`'l U y ELECTRICAL @48 LAFAYETTE STREET,2ND FL EAR JOHN GIARDI DATE: FIRE PREVEN @29 FORT AVE(WILLOWS AREA) `/ DALE; 3/r(/am,� CAPT.HUDSON 14/,44 � yw 0 HEALTH w/4-11 6"d,�i = }/7ai r�ca:+rx��aL:✓xs o-F Hosy�/Jc @120 WASHINGTON ST.,4T"FL. Cs. ro 1 4 S O /HCd /n / El*i JOANNE SCOTT W 4 & 1j /140,4 f4,-yd - i1 . sem— DATE: 5� , I-�f� BUILDING DEPT @ 120 WASHINGTON ST.,3RD FL. TOM ST.PIERRE �l �i DATE: ***SUBMIT WITH PERMIT APPLICATION WHEN COMPLETED*** Con��cfor/Bu//d�r- P%/ect /acatt�n- ,�i3ia�e R�sider�tia/ 1� X �O Co%n%a�/ liar/,boron h Rod& 9' f'O, Box 780 �fYf�g- area =?,L�3 sq, ff, ,5a/ern, l`�assachuseffs + �y/7/7f�e�/G7� /�.4 ��9�0 Ca�ii�uaus ridge vent 781-334-9899 :, � � I I I I CO os/le roof/ng I I I2 � , ' I II I Aff/c Secondal SCD by �. s D ®FMI ® ® CIT`= oc3 a;TIla ' F �F�- tl'7G IOCr T 4 ;OMP�c'�tECIV+i#�F' — - — - _ pLl Fi 1T ; . — — Approx. Finish Glade 1 1 1 1 1 1 I I 1 -------------- r ___ _I I I 1 �a8eme//L I I 1 I I I ' 1 1 C # A//d/meim inns fo be//e/d verd".ed end chengcs made eccordiiV/y, Drawn Dy +� Exterior deAv,, tr/m, mou/d1s dlx�deta//s a-eper bu//der jt7ec/f/caf/ons `� # Finishgrede is ahamn as /6 be%m top o/foundat�hn /,�ouae A�/Protect A� e /henfmhb!Ddoraomr/sy= /S IIx s//7 /t /S sCIAI& ae hdL-ated, # Dram/ngpNM out date- 06/,V/04 a IRS h 12 - lop rrTl ROME LLLJRl oo - aa 0o as - oo as oo as idhf , /�ration �� -3I3- Ressr files &f f E/a vaelon /ra'"/b" as •/o /ia"=!'o' Nous•- e 4//dbnamkw to ba f/a/d vaiY7ad ars chs sa Dasa�co�Ng/y, # Exter,Cor Sk7v, Tr/m, Mou/d�hge etas Dote//a arper Bu//der Specd het bna. �2 F,h/ahgrade /a ahomn ae /6 °be%m top aFFaurx/et Ern.4t 411h7dom/Doors /1 , Size, Dean,Lovout andDeta//a perBu/lder !!/hen th/s draadg 6 //x/7, /t/e the scale ae /rx/bated Drarubxg prml out date= 061VIO4 r ---------------------------------------------------------------------------------------------------- ----------- - ------- ---------- . 1 i ifF ---------- ----- ------------------------------------------"Ole&o/.ae//(s)wdce///ry or6 x 6-6/d ale/daelzd sI , 4°Concrete 5/ah 7,500pd./, concrels� i ' a ° S/o e d" 1 ; 3,500pFor s.L co>x�fe x d ,B/d me/dedate Fahr/c fUHh76 "r 46"x ' '' I /acedal m.L4,a'e fh oFthe a/ab, �i ' ' 1 RI n1 i 1 I I I • ' 1�_�L 1 �������. � 1 t,, 0 - $blff beam mlfh steel //7" - - shone orhad6r/ck ' 0 ; fig P 4 Y Cenfer6een o ; 76"sq.x/3 fdp- Faotdg Sp//ces/ocaled over ' O Bottom oFfbof/ng 4 O co/umns and staggered 34"hk�h(mh✓ ; , below lh/sh Lgrade(NA) - La// areq�iram/LCC a'� I Carag�e !-/�✓�' �i///�i!/G 1 J a -y I • i i O I P 1 r--- couom La//y bottom /base " °' I �auhdafion a p/ale embedded h 4'(mvd5fep down cyto Gang O /0,Cont. /:log-A/1) _ h coxirfe minute!ie door(m/nJ GJ 3,000 ps/concrefe k� 4 1 1 e ;'- - - - - - - - - - dp.x7D"mconthfYy - ------------------------------------- ' ( -----' -------------------------------- - a 1 L------------------ -- � __ --------------- LI--_----_---_--- 1 MIO° /70" /40° CL - /3= poundation P/an Gage azs� eq_ F� =5B3 - 3 4o b7 66" d6" 4Bi" 6939" 10 46° ?O" L..9 d3" ZB" . a 1;f7" 3$° a go a i I y a Olnlr O X/fchen VA Breakfast o aac�ay Y� Z4 t layout h a o ul C I O ry ° H a i i h " ;b ii a Q r ii . el 76" k D a O DN S a W 5O" -- --- h a +n � a a k s LlYing� - EP o 1�"X49" 1(0°X49" 1%O"X49" ?%O"X49" ") = a J O" 40' 60" 40 A.9 ff 3%39" 3 /4b" /10" + 1 dhare/ona Eo be/L-/d verA/ed ead chenges o da ercord # V45/ 411Rd4?m arr/Door Rough OpenNgs Av&i ff&WmC&Var BpecN7cd1 hns. � � OQr' Q7� # rempdMdG/azPig sfia//bs lista//ed at a//m6�doms/ocstedne� "_ " lobs end mhNp00% ,4nyg/ar/rxg'/oesledc%Ber Shen/8"to fhe fYoa: U4 /O ,it /dhen thb dram/ng a //x/7, /! t; the scd/e as mIL-.4ted. L I� dY24B '.►�, f s�83 # D AzovprNrt out date= 06/,-V/04 B0' 86" B6" 16" 116" 5B°X49° So F lUa/k/n h � V/oJ6t h h Oi 1w+ a 80' ZO" 4/34" ^1 a a Sk a DN h h O �p --- --- 4734" 60'51-/D/NG . W a I`1 Bedwom #/ a Bedroom #3 0 a s o 14%04° M 114"X49° 1%o°X49° Bedroom #Z 1e"X49' 1%O"X49° a RR h 56"X 49' 40' 6b' 40" dO° /40' /10' /4b' 400" Je YerA2J!t/hdam end Door Rough Open6�ge m/ih mayulecturer Specd/cet/one. U4"=/0" !• # rBmpe,Vd G/ez/ng sha//be .diate/%d et a//mhdaurs/oceted nea70 - tube ana'whAp00% '451g/ezv/ocetedc/oeer tom 0,to the /7, s d' ldhen 4174drg&,#g/e //x/7 re A the sca/e eftheedted_ 0+e 01-Avkg1nrv7t out date- od/l�r/04 Meta/dr---------------------------------------------- e e /ce !mater stile/d a 114036" /4%34" - - - - - - - - R[dge vent k s - _ _ O I W ,{7�-/nd,�ates roo!'s/aoe dhscE,bn and P/ich/n/7 fiches. .d ffi� /oor P/an �� # ,4//d*&-m lona to be f%/d v&-fled sad chaygea made accord/ng # Yer,y 411kdom and Door Rough Open/aga m/th MaixrfaLtu�sr Specd�atians COO # SmoEe Detec4"sha//be located jn t!/a/k Up 4Et/ca. # RooF/xg mateNa/e per Bu//der 3pec/f',�aE/ons # Vhen ih/a dramhg/s //x/7, /t,& the aca/e as hdcated. it out date- 06/10/04 �� IIII IIIIIIIIIIIIIII � � � ������IIIiill �I IIII I� I ��I�I II IIII I!� I I I �1116��II�111� IIl !�� � �� '� IIII I �NIII111 Rtdya Yenf (confhriousJ Zx/ZRtdge Boa-d . Q Ix,9 Gv//d'17ey xF/40"a- . � - ARM/YOOr Sdr son 5fin -T/e SublYocr Roo/hg LS.�O//eeehe/v'eJ ' /i7"P/ymood or aqua/ � ,4��'er a dlfeFlvorfrem 1x/a016'Ot.. [------ S 3/4'TtG 5heath,�ig Ait/c ?x V eV.d6'OG 4 Header - — Fascta 4=J 5v/T/I m/✓Bnf.g Stag rop Deter%/ 4=j Second F/oor Frwv 3/4'T!G 5heafhhg 9 Secondra 4- Zx/0 67/6 OG Extennr/!/a// � O ?x 4 0/6"O.C. (IVA J 9'Titsads 4=J- ,'"LYL Beam J o� b 4=' 8 Fhbfi fYv a� 4=d -- -- ✓v�fhaJer �=j b p 0 ria centra/ t� ,4=� Forst F/aor Framng �� !/eadBr 0� �_' 3/4"TKrSheathhg g Lotafa!/vorhBaa'er FimfZA _ ?x/V 17l6'O.C. iv gtermect adh - —" bottom olstrhger SO 4=J- ?x�So%[o'FhsB/ockdr9 //J-Zx6 (P.TJ Ff�x - m � �=J- !Latera/Bracing (/I-?x6 /K1JJ Grade • s=_ (3J- /3/4'x 9//?" L YL Center Beam J Co/umn /O'Cax_ Fd2 rT � _-' 4'(mt�/Cvncrefe5/ah vddampproo/,hg !+' Basement _' m/v�a'bar,�rbeneath Notes; �' .4//ddnermbi�s to be!Ye/d ven!',�dand chanyea made eccordig� CL �,�� ��%� uOUSB SBG�%017 ` i # Af"A ld azr perBul/der SpBcd atbr�e v 4e tUhen the t*Az g is //x/T, i! & the stele as oad/eated_ vut date= 06/sd/04 /6" m I I I I 1 1 I I ?x B(f?TJ t b5"0— /O'D� Cexnste Pyr y 1 � INA r BtaP/ocatbn,n�her a �� oFraeia axe tnsade I 1 m -- ---- ---- ---- ---- ---- --- e/fecondZhns o� I 1 I I I I a z V ✓o,�t Hanger(fgeJ I 1 I 1 I I 1 _7X,6/t'.TJLedger Lag'bo/te �r7ld'O.G. Derck �ramind foundation _ _a Z14,=/L7 //4"=/b' 4"C/e4-(H",) Rai/ �. bo/fesD/6O.C. _ 3-1 x/O IP.TJ Deck,hg 6 x 6 /P_TJPoe[ Peet,41rchere -- — ZrDeck Jrammg/PTJ: O ' j l�bf Hanger a � a Goncrefe foundation I��ck/�-,�ous� Connection � A//d�iiens.bne to be F,�/d verB�d avid c%a�iges�aa'e�cord�/y. e Deck lbim mater(a/e neper eu//der0 epecN athns e Deck deekgn/came--60/be pe!-LNe Lead V/bepeFDeed Lean One/ge elbi/dgdig!oreach B feet eFepa% it !!/hen thk aFarrhg k //x/7 R b the eca/e as .hd/cated 4 Oramygprht out dale= 06/10/04 g/� 757 P,;7pz/Pg' se a/eVs ayT A' T/ V x// s/6ujmeJp 9'yJ ,VV4Rl # ! yap//ng gad s//eFap pue Tno�ie/ 'rr6/sap az/s 'VJ, V j vgTapuno��o doT mo/agf:g/ ce.umvyr ci apa�6ysiur� �r 9 T��/ad/AoN �a ruo/1eo11�aab /n gad c/ela a cvu/cP/ c� ra x 55'8/-�L>s"'gL 6 ,D,/•,.9//E PI 9 / PFS nom 'rc/r1 Ew/H• g' 7 � # .. -----6uip�oo�apem sa6rtsy�pua pa„�.ra�p/a/J a9 oT suorsuam/P//d # _J -------------- - -- ---- a e�6mo a m ape�g ycrur� X�,ddd — — fi E — O ' 3d1>3H1 Wi�iF.;.,N� ,od o_as. I,y rw.:J 3:' - ;3� 0'�d4 t'G'�tl:I01 G`j"11tl a Luu FFM 11 •'-j JrY H S n �'i4�jO a1 Y~� Cus ���t^oid� ® ® ® ® iii i i i n V 1 ' Tuar a6p/�snonu/Tuo,� 0�6/O 1��,l p/ai,�uuh'7 ��i,�uapisa%NOW as�i�iQ uolievo/ Tva/'cvd a h 12 - 10 IEO - = - EM 00 0� 00 �o - aa oo as ®o idht �/��afior� �� -3I3= �arF/��atio� Leff �/��ation � ,4//dfiis�.lons to bs F.C+/d vsN/Ysd ana'changes mews eecona'/ng/y. +" ExtsrlorS,dNg Tr/m, Mou/d,G�js ax�Deta//a dzsperBu//der Spec6',�afbne. ' �' F�i/shgrade /s shoran as /6"be/am top oFFaurx�'athn_ 2 4t alholom IDocn MF% Size, Deekgn, Layout ano Defy//sperBuilde� f lUhen ih/s ofarribg b //x/7/1 /e the sca/e as plated f Dremprml out date Ob/10/04 1114" /7994" r ------------------------------------------------------------- -------------------------------------- ----------- - 6 O" %O' i j r----------------,--------------p----------g- ------------ ------------------------------------------ (marl (max,✓ -.� � Gar e - • I sha//be dufa//ed to fhs Ga�d�e 4"CoxRsta 5/ab 6x6-616 me/dedmnslabr-- k� , att/c/a/.aw sepa-atdn p/eeed et mFd depth o!the a/ani IN I ; 1,500ps L concrete a 4"Concrete S/ab I , a Anchors bolts or -- ------ I S/o a App /orOya ,� 3,500 pst coxrete 1-3//7 D/a.La//y Columns a I •� . , I d x d X6/6 me/dedmPe la5r/c Alh 16"x 46"x/3"dp looting M� ' a I /aced at m.L-�-dep of the th .Q11C�70/'�O�f $pdC//N�' o • ;� I p a , I 60° 60" L. 4%/94" q1i 1 a Ilk1 ! ---�'-- Z ---1---' ---1---' I ... � IRS � ! - T " y!!/.x 7'dp.X 7'h_ p Sh/m beam m/fh steel ; x 9//7" - - - -a eh&a a, Ard brL-A- 0 /O'D,&, Fi+ 4 Y Centerpeam o 16'sq.,x/3 f dp,laomg Sp//cea/Orated over " O BOUam al f3�Of/rg 4-0 columns aNd staggered 34 hkgh(nhJ I ' - , C C4 :-R$ be%m/,h/sh Lgrade (A7*.)(A7*.) La � La// mLCC p 4 Carag�e Ba$ement r--- y I ore ua/ • I i an column La bottom !base °j I fOundafion • ; I v p/afe ambedded 4'(mv�J5fep damn mta Gsag Z O f7'Conc, atoll/8 0"Pour h concrete e/ah I v m/nute lie door(m/n l M CJ 3,000 p�J. concrete k 1 - - - - - - - - - O'dp, rv'a' calieA try �� a NT -------------------------------------- _ _____ _______________________________ 1 I -------------------------------- ------- ----- --_ __-____--__-__________________ _-----_-___ 1 CL - 2L; Foundation P/ah ' G�rarye a�s�acj: fG 5583 Basemen! �a a�q, � 5 469 2 o 17a { X/fchen Breakfast '� a �v�t layout h z �/ k a 1n a a II a I I h" II a o D NAl - a W 50" h a 0 h ------------- - /60" 1,6 '. 3%0 F a 0 a a Foyer O o o II Al 7�"X49" 7,(1"X49" II 1,41°X49" 7/O"X49" "1 a 30" 40' 60" 40' 7V4" 3i`'4° 3%34" 7YJ ' 4b' 60" 40" #�11 diffelv,(one to be/X-/d VmlAed Arid cha9e6 sAa'e eecaVeV' 1 # Yer/l3(0//ndow arndDoor Rough Openkigs vlzh may f� gcdrrer 8pecAcat inns. Tempted G/az�ig siaa//be dysta//ed at a//m�aoms/ocaied neAw U4"=%O" 1, tubs A%d mh�p00% 4nyq/ar/rxg located c%seta than/B"fo the fYocv. # !I/hen thb dl-,VV,9 //x !1, Bis the sca/e as PdL-Aed. L Moog& 4d sq, & # Dramagpint Out date= 06/x/04 �O/GY✓90 :alep Jno 14srd6uJ��0 # oala�rx4 as a1a�r ay7 q/z21 X1/ R/6' IA �/y7 uaym # . N7 roa//pw a7,6Y MPy1 r�o1�pale�a/AW16liuy -01a0a 07 apriad .pav paFe�ol gmapr9m llp Je pa1MOW g911� 1e2F1J p 1 #0 77 Y O/-,�// •auo/7a�/.O�ads��mJ.av/nr,�y7/m v6r�uadp y6no��oodF�m�F�'/!1�!f'�i! # `' � �6u/pio�aP aovm�a6uvy�puv pa/.dran p/a/J a9�l guo/9u�f�1/�" # s � 0 L7/ ,0,�/. >zW ,0,9/ ,O,y ,0,4 ,O,y ,0, 9 a Z# uroo�pag 012' ,66Xd�Z a � a a - :VN1d/75,0, 9 piFL 6 --- --- a a w Ilk a lociY9t xOt m ,�Z •. a ® 0 0 yt Avfi t i a i V a a. i 4 X,9,5 Y9,Z1 ,9,Z ,9,9 •98 e08 Meta/d� e e /ce l mater shin/d I /4%39" O Reg& Yenf - - - - - - - - - - - - - O I - - - ha//ma// h I yCoapoe/faRoof r a -/nd.�ates roof s/ope dhscfbn and P/!ch/n/7 triches AIM: fG /oor P/an r'/ � ,4 ns/on8 fo be!,�/d verB',Fid end chnngea mdra'e eecord,�g� � Yeidy!(/.fx/om dx/Daai Rough OpenNgs m/!h I`lavxf/ectiaer Specd',�dficmr_ f Smoke Oefecforo sha//bs /ocefad/n lUa/k 1�,4ff/ca. /_ f Roo!/x�mafenla/e per 6u//der 3pec/F.�at/on� (� # lUhen this dramhg.b //x/7, K the scd/e as hdlcated. �,��,�vibif ouf dgte: 06110104 �I IIII II I II I�IIi fi i I I I IIIIIIIIii` � I VIIII�IIII_I I_ � I illlll��lll�lll� II �IIIII SII II II Hirm ' o R w vent(cowmvous/ ?x/1 R.ldge Boar,/ /X B Calla- rf? fi14b"OC � Fhbli!/oor Samson Strone� T(s SubF/oer RehPorchg,4ng/e c,------ -- ?x • Root:Dr9 LS30//eerhs/del ' a 4ff�FloarFran 7x/a gmood aree�ua/ - Header � �1/6"aa ------- We S 3/4'ttG 5heaihvg 4if/c ?x f� W/6'O.C. - — I �4Neader -— Fascl9 a 4=J I 4 J I stab sUVer a � J 4 J State Top Deta!/ 4=J SecondF/oor Fram/r�y 3/4'r1G 5healhhg 9 Second 4- ?k (C �1/6 OG. Exterbr U/d// fiend Zx 4 tf7 16"OC (mom J _ — �"&7e��g [______ a .'meads F=zi "L Beam J 0 i I Albfla Q� . I `C J Q '�_'- Forst F/oarFrama�g �� Neadeor etrt�ger 3/4'r/G Sheathhg $ Locate Agorheader FistzA _ 1x 4'J 61 f6'OG. to f7teisect AV&h -— bottom oreUhiger 4=� ?X,Y�so%GdFhsB/ock.gg I/J-1x6 (P.rJ 4pprox =J /La[era/Brachg (/l-?x 6 (K.D,) Fh/sh c 9=j , s=' LYL Center Beam U 4=J .3 s=j m/76 sq x/3 dfi Ftg, 'a x ro"dp. Fig 'J 4'(mfx)Concnste S/a5 �damoproolhg Basement _' w/vaperbar6rbexath Notes•. J� / / # .4//d.�iembne 4obe!/e/d verA f d and chaygea made eccordhg CL 3/3' / /�� 7 A(o ue& ✓�GL��� # Matte-ta/a azspar Bu//der Specs'batbne l//hen thb c*w*g/s //x/7, /f A the scale ae hldbafed. //4"=/b" Draahg�br�t aut date- 06/70/04 /6Ilk " a a I 1 r__ _________________ ___i I I I I I I I I 1 2xB0?TJ016"41.c. /O"D/a CaxfeP�r '�' T Stat/ocafhn,vnur.mJher ; a ` Of r.�I"and 4-wok* I i ' W mey vay due to a I I 6Becoed�fk-M m I I I I I I I I a I V ✓o bf Hax�er(typJ ; I I I 1 I I ?x 8/P.TJLedger Derck �ramina� �oundatlan U4"=/O" //4'=/O' "l Ltd bo/fe !D/6'O.C. 3-?x k7(P.TJ Deck.hg 6X.6 0?TJPoef GredepfPoet 411ehore �� ZrDeck fiaeeg/I?TJ. a4 O }y :s � ✓obf Hoviyer 100 ' Gonuele foundaficn I��ck/l�ous� Connection A/0e6e # ,4//d/memem 10,6'a!.-/d Aaa'a0 �conafacj/y. # Deck !bi/eh mater,(a/e aePer�u//der gaecA�attcne. # Deck dee#n/oede-60/tura!-LNe Laud, V/bepe/'DeedLoad One/.iie olbrk�g.4ig lar each 8 leet or arm. # lUhen 4f b aFauhg!s //x/7 R b the eca/e ae hddreated_ # Lr-'W agpnht out dela: 06/70/04 colonial s - ibd nalls 9prafting per connection 918 -414 - 1855 Ridge vent �'. Ridge Board Collar Tie Roofingg n . Simpson Strong-Tis < �t 12 ---- --_ 2 x 10 Q 16 O.C. Strap Tie L 2 ore ual (typ, ) Vaulted Ceiling Ridge Vent Connection Detail 12 Ridge Board _ lo�-- Collar Tie -- Roofing Celling Framing 2 x 10 @ i6' OZ, 2 x 10 10 Ib" O.C. -—-- Fascia -—- Attic Framing Fascia Soffit 2 x 10 9 I6 OC, � Soffit p Exterior m Q Wall 2 x 4 -i 16' OZ. Exterior Wall . ' First Floor Framing . r Second Floor Framing First 2 x iO '@ W oa 46econd - 2 x 10 -9I6' OC, ---- Sill ,i -- Fire Blocking \-Center Beam Approx, Finish Lally Column E Footing I 11,0„ Grade 10" Foundation 6 6 Garage Finish U e C L io n — 4 1/4" = 1'0" Perimeter Drain Basement Garage Slab (per site conditions ) ---- 2x Fire Blocking 4+--2x Floor Joist Center BeamCL-21S: Section 3 - wallboard wrap around V4" = ,on, I t ISA d mensbro to be field verli'ied and changes made accordingly. �arage LVL Beam 4 1� 2. For additional Information see "Notes,Spec'. d Detatls". 3. Drawing print out date= IV01101 0 Colonial Ridge vent " y tread (min. ) Finish floor 99Drafting Ridge Board ----- ------ Subfloor m 978-414- 1855 - - Colla Tien E ; Header - - ----- zz Finish Floor Joist hanger ___' supports central 2 x 4 Ledger stringer Subfloor �Locate oor T Header to Intersect with ader I Stair stringer 8 6„ ROOF 2 x 10 k3 Vol O.G. }� bottom of stringer _� Attic Attic Floor Framing Base Detail Top Detail * 2x 10916' O.G. _ 2x Weadej 2x Floor joist 2 - 2x Header LVL Beam Fascia Soffit I 1 11 12 T 9' = 9'O" I 2 x 12 Stringers r I `A i 2 x 4 Fire Blocks nq m 2 x 4 9 i6" O.G. Placed parallel with stringers Exterior Wall X Second Floor Framing OAC 2 x 4 Stu s (beyond) Second 2 x 10 0 Ib" O.G. IF 1 O 2x Neade 2x Floor Joest 2 -2x Header a m I 2 x 4 Studs o " 2,x 12 Str ngqere T p I wInsulation to x 2 x 4 Fire Blocking Placedarallel First Floor Framing _M I with strin�ers First _ 2 x 10 6 ib" O.C. 2x Header -- -- -- 2x Floor Joist Fire Blocking - SIII Q, o o Center Beam Center Beam Approx. Grade Lally Column 6 FootN70 21 " I -00I 0 Finish 10' Foundation E 2 x 12 Stringers Lally column (beyond) Perimeter Drain I I M Intmum (read = 9" Basement Basement Slab ( per site conditions ) - Not dm�nsions to be fteid ver6led and changes made accordingly. GL-21: Siem L on 2 StairwaW Section . 0 L� V4" I'O' 2. For additional information see "Notes,Specs. 6 Details'. ■ 3 3. Drawing printout date: IVOI/OI Ridge Vent 9 Colonial Ridge Board Dral'Un -- - 9l8 -4l 4- 1855 � -- -- Collar Ties 1/4 Shrinkage Clap (min. , 12 3/4" Sheathing Iov ' :o LUS Hanger 13 0" r 13,0" ROOKg Double hear Strapping 2 x 10 art 16" O.C. LVL Beam allboard Attic Floor Framing Flush Framed Beam *- 2x10 -9I6' 0.C. - Attic — m Fascia Soffit s rn SoFFit _ 2x Bottom Plate 137 2x Band Joist S m Insulation 2x Floor Joist Sill- I-2x6 P.T., 1-2x6 K.D. Second Floor Framing w/Sill Sealer Q Second 2 x 10 9 16' O.C. o — 2 x 4 0 16" O.C. o Anchor Bolts o LVL Beam Exterior Wall - ti--- Concrete Foundation s ' 07 Q Standard Sill - f � O S First Floor Framing o _ First__ 2 x 10 rat 160 O.G. Lally column cap Fte Blocking Sill Lall SImor esouamlLCC - Arox_ or column Lally bottom d base Finish Center Beam Fn embedded Grade _ in concrete slab Lally Column E Footing 10" Foundation �,;'' Perimeter Drain j - Basement • Basement Slab l per site conditions ) Lally Column �e ail. LL Al diimensions to be field verified and changes made accordingly. GL—��� ' �oG L ion I2 2. For additional information see "Notes,Specie. t Details". 1/4" - 1,01 3. Drawing print out date; IV01/01 ��II�I� II���II III�IIIII�I�Il; i -� �-- �I-IIIUI II I IIIIII _ I I I D=-� IL"�� ��_ Notes, Snec's. & Details Bearing wall Roof Rafter Stairwa • FramingPlans: directly on — II Stairway Width [ 3603 13 1 7 LVL Beam maintain i min. clear. I/4" Shrtrlkage Stairways no less than 36" in clear width, Jorst Under Bearing Partition [ -4605.2.3.2 ] 3/4" Sheathing FGap ( min. ) Nurrfcane clip y Joists under parallel load bearing partitions Treads and RrR160178 [ -A603,13,2 ] shall doubled or a beam of adequate size Riser ilei ht I/4" max, to support the load. I - „ I Fascia Board Tread depth 9" min. Bea Ina [ 3605.2.4 7 Tolerance between adjacent risers: 3/16" The ends of all Joists, beams or girders shall soffit Total riser dimension tolerance: 3/6" have 1 1/2" (min,) of bearing on wood or L with venting Nosing Profile I 3603,13 2 1 7 metal and 3" (min) on masonry, A nosing shall not extend more than 1 1/2" LU5 Hanger beyond the face of the riser below. Drlllf and Notches [ 3605.2.6,1 l Vaulted 5 o ff It --ti9- Double Shear Lrapping Notches to the top or bottom of Joists6'-6" shall:Not exceed I/6 depth/Joist LVL Beam —Wallboard Headroom [ 3603-13.3 1 minimum No greater than 1/3 the depth/Joist Elre&Q Not be to the middle 1/3 span, Fiush Framed Beam Shall 1 p4 pro ided to 1 7 Shall be provided to cut off all concealed Notch depth at the ends of the member: Q spaces between stair stringers at the top B Not exceed 1/4 the Joist depth, Under ear Ind Wall and bottom of the run, Holes [ 3605 2 l ] Gua•drall Detaf Is [ 5(203,14-2.1 7 Shall not be closer than 2" to the top or F=Roof Rafter " bottom of Raised surfaces 30min, the Joists, or adjacent hole or Guardrail height 0" min, notch. Hole dia, 1/3 the depth/Joist max. Open sides of stairs 34" min. Ridge Board [ 3608.2.3 7 F-1- 2x Ceiling Joist Joist Han er Guardrail 012a n[ Lfmftatfons Ridge board shall be at.least one-inch 5 13663,14.2.2 t Exc.] nominal thickness and not less than the cut SPRUCE-PINE - FiR No.2Guardrails shall have intermediate rails which and of the rafter. Modulus of Ela°tklty "E' = 1,400,000 LVL Beam the passage of an object Fb; 2 x 4 - 1 ,510 2 x 10 - I , I C prevent p 9 5" or 2 x 6 - 1 ,310 2 x 12 - I ,OM more in dia, Exce tion: Triangular spaces formed b the 2 x 8 1 ,210 C CABLE 3605 .2 .3 . d ] Concealed S o f'f'i t Beam riser, tread and bottom rail of a stairway MAXIMUM ALLOWABLE SPANS FOR to prevent the passage of. a sphere Maximum allowable spans For header J015TS/RAFTER5 6" in dia, supporting wood Frame wails �°'°t su pp g size 2 x 6 2 x 8 2 x 10 2 x 12 Handrail Grip Size 13663,14.1.2 7 [ TABLE 3606 . 2 .6 ] Floor Circular cross section: 11/4" min, 4 2" max. S beort Headers In a" OL. 10-1 V2 13-4 V2 n-l V220-4 1/2 Other shapes, perimeter: 4" min. 4 6114" max, "�'p g I Sto 2 StoriesWalls not First Goss-sectional: 2 5/S. max, OF ROOF *4 OL. 9-lin R I IR 6-I VI rl-5 V2 - - Needer Only ' Above Above supporting Floors or roof 12"OG. n-I la u •9 V2 5-10 V2 22.4 V2 Handraf Is 13603,14.1.1 2-2x4 4' 16'0. ] Second L. w-I v2 I3-4 Vi w-s v2 g-9 v! Having 30" min. 4 38" max, height Measured vertically from the nosing of the 2-2x6 b' 4' Attic U"OZ. a-9tr2 w •a1a r-11R — treads, shall be provided on at least one t2-2xio No future rms I6'OL. n.1irz 5.4lit IS-1 V2 — side of stairways of 3 or more risers. 10 10' ' 6' 12' Attic If OL- w-I In 2I-3 V2 21-3 la — 30' -38" high 12' 10' 8' 16' caP6*3A2WXJ 16'OL. 14-1 in 19.4 V2 24-s 1,2 handrail (typ.) 1. Nominal four-Inch thick single headers may be Roof IY'or. 12-1 5.3 16-a 21-8 - - substituted For double members. Lover attic 16"OL.1 10.5 13.3 16-2 1 10.9 2. Spans are based on No. 2 Grade Lumber with ROOF 12' OL. 11-0 0-a n-9 20-6 10 tributary Floor and roof loads- cathedral 16'OL. 9.6 12-1 5-4 n•9 Notes 34' hiph 4nW " L All structural materials shall be void of any defects that nay Stair Guardrail 36 hr h diminish their capaclty to function In an adequate manner. HOrizonlel Structural Engineering or " other professional services that I I Guardrail Plan: CL-219 mag be required °hall be provided by others. ands (�Ili/uardra 2. Roof snow loads calculated for Snow Zorn -3. ["} il �® Colonial Drafting ' - 36'On Metal Drip Edge - - - - - - - - - - - - - - - 1 - - - - - - - - - - - Step I fice4WaterShield ° Flashkg ZComposite Roofing _ - - - - - - - - - - - - - - - - - - - - - - - u, �RtdgeventRyp.1 x -—-—-— -—- _ x _—-—-—-—-—-—-—-—-— _ I � - - - - - - 00 LALo - IoK'x 45 tloW X 4'5 E--- —� n : y� � f_tir Finor PI-an C� -219 = �coof P Ian Roof Sheathing _ 1 COON Jobt Roof Rafter Ridge vent Ineulatbn maintain 1' min clear. Raftsrb 5/4 x 6 Filler Ridge Board air apace - ; Fascia - - Collar ties 9 4'O'O.G. t _ 1 c- _ ..:i,i�•. Siding - Roof Rafter Wall Framing --- ascla Board SheathNg SOFT ventN. - -- Standard wake Detail Rid Standard Soffit a 5oard0 Motes-- g L All dkombra to be field verFbd and changes made accordingly 2. for addltbrdl Wormatbn see'Notm,Specs.4 Details" 3. Drawing pret out date: IVOl/OI � Colonial EEDraftin - - ---- o Q) 0 ® I € � E Q Side Front O I � T -fl �9• �9• Wall below • Elevation Elevation Plan fBafFled Ridge Vent 12 Slope to For framing members sizes house match main D see framing plans Trim Fascia Vented SOfFit Sheathing not shown For clarity Dormer isometric View Step flashing , Double RaFters Ian: CL-210i / 12013 - For Dimension see plan _ Notes: Q 1. All dimensions to be field verffled and changes made accordingly, ^ V 2. For additional information see "Notes,Specs.4 Detalis". Dormer Sectio n 3. Drawing printout date: 11/01/0I 0 36'011 Colonial - 12'6" Oral«w tin V1n n n n i n n 9�8 -474- 1855 V 40 50 50 36 63 63 kUJWe 1'd/2"' X 3'5" 2'IO'h" X 3'5" Exterior sheathing Vent Vent er F" 9 ® c:) e Fan 2x Plate - Walk-IreFan Bath ; Bedroom 04 0 Cal . -cl) r 119n 119u � X Interior Partition V " 2'4" ' • rye, Connection Detail N N Hall 2x St 26„ Studs _ Mia 5 Post -� N r .. _-. _ Post Post 2'6° 2'4n __ o OSE#. OSE 2x NailerME 9 ;---- a ------- 3113j411 i 4,Un 4,b� Q insulate corner vLn 216" - --- 2x Plate 2109 - - - d CI, Q " I 1x Plate O 24� Corner Framing Detail - - n 3'hn 3'8�'/t° 2xBottom Plate X M Bedroom #1 E Bedrm #2 - - Bedroom 03 m - 2x Hand Joist = Floor sheathing 2'iO�i" X 4'5° 2'lO�i" X 4'5" 2'1012" X 4'5" 2-101/211X 4'5" 2x Floor Joist ,. __ »_ Post Post . _�- x _-: 2-2x Top PlateZ 5'9" X 4'511 1 r 3'3° 610 n 213n 51�n 516n 3'3n 61pn 31311 Exterior lnterm. Mr. 12'6" - n'6" = Notes �L�219 = Second f=loor Flan L .411 ditnensions to be field verffied and changes made accordingly. V4" = I'O" 2 For additional information see 'Notes,Specs.4 Details'. 3. Drawing printout date: 11101/01L iV ing area SCI, ft, = 963.5 99colonial 50'01 Drafting , 14'134" - 24'41/4" 516' 6,0' 978-4 4- X855 4,611 5,0' 4,.t3j41 2,311 . 4'9' 2e31 -1,50 �, 11 3,311 2,Lent 4T 2'611 r 1 v Post k°' 3 5' X 3 5 "' .3'5111 . .� C ------------ - Poet V Fan Ell - - - - - - - - - - - - - - - Breakfast Kitchen °//°-�� ; Lav Actual cabinet layout 00 NS I may vary 2'411 — � � I CA (Q lV I 3/41' F: n ,- n 38, „ 31 41 , 3 n I 56 TO 30 /4 3,011 ofrFamily 2 . 2'0.1 Post (PX Pantry n h - -- - - � � _ r, vaultedeellfng ,� -- ----- Poet - --2811 — _ Post X _ 3 O a - 1 r = I = O ` Post m 0 - O - - - - - - - - - - - - - - - - - - D inns ; , ---- ---DN Living „ 2'101'3' X 4'90 20'101' X 4 5 . o„ _Y 2'10/20 X 4113° 21101'1' X.4'901 - Post Post 2101j1n X 4'9n 2101'1n X 4I 9n n u= - ¢100 6,011 14100 3,311. 6,011 -3,311 2'611 3,0„ 310m 2,611 313' 61011 313' 12'b° 11'0' 121611 IAAll dimension to be field veffisd and changes made accordin I . 6 g 99 CL- = First Floor Flan 2. For additional information see "Notes,Specs.4 Petalls°. L/411 3. Drawing print out date= 11/01/01 Living r area sq, i t. - 11311 22'0° 28'0' 5'O" 176° $'6' 13'O" 6"r 23 23 ------------- 1 L--------------------------------- ----------- -------'------------___-------- i . 1 L---------------------------------- 1 X11 • 1 I ' 218 X1'3' 28 X13 1 � 1 , , i I Top of Garage Garage Finish ToF of Garage top of to of Fdn Slab 6 L.P. 7 Slab 6 N.P. Basement Slab i I i Ref.El.(-)8'-4" Rcf.EI.(-)8'-0" Ref.El. O l'-8" Ref. EL 0'-0'_� I G race Basement 1 0 1 1 �,O° 6.41 6'On 51011 6 On 5 Ips I 61/z10 1 1 r--- o ; l ; o r r r- Ir- ; 11 _ 1 � ; • � ; o� m Beam Pocket ; 13 Center Beam I I I --Pr"-; ( I req d ) ' 1 Lally Column ! rontlrg 8 req d) ' o o ; it., 1 Garage Slab ----- ; ' 1 o I 1 .. : Slope for drainage ------ Xi 1 o , Basement Slab� w; ' 0 m ; �� , Garage/Nouae Entry Door i 4' $te down ----------------------------- --------� b Foundation 1 p ' S " oun atlon ' --------------------------------- -----7 ' a. � . 1 1 Lt----------`------ ------------7 _ r----------------- --------------- _ 1 t { I r - _ - - - 14'O' 36'0° GL-21!B= 1-oundation Plan 0 Notes: I/4° = I'O' L All dimensions to be field verified and changes made accordingly. 2. For additional information see 'Notes,Specs.4 Details'. J 3. Drawing print out date: 11/01/0I Notes,. Standards-& Details Foundation Plan: Perimeter Drafn 13604.5 l 13604.5,1 l 4" perforated PVC pipe, Crushed stone, Center Girder 4 Column spacing Minimum Uniformly Distributed Filter membrane cover ( per site conditions ) W TRU" TRUSS Live Loads Obs, / sq, ft.) FoundationDamr�prooff 13604 6 1 l '� I Table 3603 ,1,3 ] Foundation walls enclosing habitable or T1Q °8 '30 PW', storage space shall be dampproofed from I I U S E LIVE top of footing to the finished grade, wPbF 40PaF LOAD 001 Balconies and decks 60 Floor Surface 13603.5,3 l One t0 TWO StoryThree Sto Garages (passenger caro only) 500) Garage floor surfaces shall slope to facilitate drainage toward the main vehiole COLUMN SPACINGS UNDER GIRDERS Attics iroof slope 3/12or less,no storage) 10 I Table 3605 1 .3 .3b ] entry/exit doorway. -2x 12 W . W sae Attics Gimped 6torage) 20 Foundation Sill Plates t Anchors 3 Z x Girder - 24 W - 26 - 28 W - 32 Llvhgs Areae (except sleeping mons) 40 1 - 2 x 6 (P.T,) 4 1 -. 2 x 6 (1G,D.) with sill onsbuy " Sleeping Rooms 30 10'-3 9-10 9'-b 8-A sealer, I/2" dTWO buy T-8 l-4 6 ia, (min,) with 8" (min.) embed, ° " Stats -8 40 l2) T-I Spaced 12" from end and 6'O° O,(:;, Thr buy 6' 4" b'-1" 5'-II" 5'-6" Guardrails and Handrails 200 Beam Pocket 4 Girder Ends [ 3603,22.4.4 7 Column sizes - 4° x 4' or 3 IR" diameter steel Gtgle concentrated load at erg poht along tcp) Pocket For 3 - 2 x 12 Cent&x Beam Foothg She:2-6' x 2'-6' x 1'-3"d Note: 6" w. x 6" dp. x 9" h, Shim beam with steel (2) Stair treads shall be designed for a single concentrated shims or hard brick, The ends of wood load of 300 lbs. over an area of four square tiche6. girders shall have a 1/2" air space on top, sides 4 end, Des)an Dead Load Center Beam Design Dead Load = 10 lbs. per square foot - C Tables 3605 . 2 . 3 . la, 3605 . 2.3 . b 4 3605 . 2 .3 . Ic ] 3 - 2 x 12, S-P-F No, 2 or better, All splices • to be located over columns and staggered. LallyGolumn 4 Footing . 3 I/2" dia, cont, filled Lally Column, SolidBlockr w/2'6" sq, x 1'3" dp, footing. 9 Garage/Houde Entry Door I 3360i5,1 1 .l Openings from'a private garage with either solid wood doors 1 3/4" thick (min,) or 20-minute fire-rated doors with a 4" min. sill Floor ' height, Joist GadS�e Finish - Ffre Sel2aratlon C _5603.5.2 ] LRim Joist 5/8 inch (minimum) Type x gypsum board Sill applied to the garage side, D D Basement Ventilation C 560' 6 8 2 1 ] ° Provided a min. of four sliding type, or 2'0" C awning type basement windows for every ( max.) D 1500 sq, ft, of floor area. nD- D C o _ Minimum Geflftxt Height [ -3603.5,1 ] s G ' 1'-0" minimum, 6'-6" under beams -- ---- -- Walkout Bau Cantilever 4 Plan: CL-219 0 . 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Standards & Details Specifications: General Notes: O Indicates Smoke Detector location Mtnfmum CeflinaT Hetaht [ 3603,8.1 I : Attic Access interior Wall Finish: Biueboard t Plaster - Habitable rooms, except kitchens, shall have Walk-up Attic Stairway halfwall around a ceiling height of not less than '1 3 for at stairway Roof, Underlayment: No, 15 Felt 1. All substitutions and/or deviations from least 5096 of their required areas, these plans are the responsibility of the Center Beam: 3 - 2 x 12 Roof Gable Rakes: Flush contractor, leaping Room Window Opn g [ 3603.10.4 I ] 3,3 sq, ft„ 20" x 24" in either direction, Collar Ties: I x 8 0 4b" O,C, Roof Gable Returns: Plain 2. All dimensions are to be field verified by the contractor and any adjustments made Exit Doors [ 3603,11.1 I : Doors: Roof Ridge Vent: Roll accordingly. I- 36" w, x 6'6" h„ others 2'8" w, min, Exterior: Insulated U = .35, Sidelights 12" Interior, Styles: Hollow core raised panel Roof, Soffit: 10" 3, Numbers set within t I reference that Interior Doors [ 3603.11.2 1 : To uncon'd spaces: Solid core, U = .54 section of the 6th Edition of the 30' wide x 6'6' high (min,) Shingles: Composite Massachusetts State Building Code, Exception: Exterior Door: Steel, U=,35, Sidelights: 12" I, Bathrooms 28" (min.) 5111: I - 2 x 6 (P,T,) t I - 2 x 6 w/sealer 4, Property Zoning, Dimensional Set Backs, 2. Existing Bathrooms 24" (min,) Fireplace: Zero-clearance Gas Dfrect-vent Septic/Title V issues, etc„ are the Sheathing: responsibility of the owner, Smoke Detectors 13603,16.10 I : Framing: Spruce Pine Fir No, 2 or better Exterior Wall: -I/16" 0_5.6- 1, In the immediate vicinity of bedrooms„ Wall Stud Size Het hts: Floor: 3/4" TtG Advantech Attic Ventilation 1 3603 6 8 1 1 l • 2. In all bedrooms. Ist Floor: 88'� Floor under Tile: Ventilating area shall be 1/150 of the space, 3. In each story of a dwelling unit, including 2nd Floor: 88" 3/4" Subfloor - 1/2" underlayment This can be reduced 1/300 when a vapor basements and cellars, but not including Roof: 1/2" Plywood retarder is installed, crawl spaces and uninhabitable attics: Foundation Walls: 4. 1 for every 1200 sq, ft, unit. Anchors: 1/2" Anchor Bolts 9 &'-O" O.C. Shutters: vinyl Kitchen Window : verify location with 10" Conc. wall, 8'O" pour, - kitchen cabinet design and/or supplier, Safety <Iazf 3603.20.4.2 ] : 10" All doors and fixed side panels with 24" to dp x 20" w footing, Siding: 4" Cedar Wood Clapboard " Bathroom Window• Bathroom windows either side of a door, Exposed bottom Garage Door Windows: Rfvco "Town t Country" located above or near tubs, whirlpools shall edge less than 18" above floor. Individual 9'O" w x 'T'O" In be provided with tempered glazing. panels that are greater than 9 sq, ft, Wall Stud Size 2 x 4 e 16" 0,C, Bathroom / Lav Ventilation[ 3603.6.2 3-- Window Grills House Wrap: Tyvek or Typar Every bathroom and toilet room shall be Window grill pattern and configuration per Insulation: Floors: R19 equipped with a mechanical exhaust fan, window manufacturer specifications, Ceilings: R30 Walls RIS Minimum Glazing Area 15(203.&.4.2 I Exterior glazing area of not less than 896 of the area, 1/2 of the required area of glazing shall be openable, Z Plan: CL-219 -se Features • , inan/nuu\■/iii/i%��iiiioiiiiiiiiiii�i■T� --INE .• - s I luno/■loIl /n ■unom 1■t■■/■I■■ ■/■1■■/■1■■/■1IMMONOMMINWE■ 1■■/■1■■/e smsenminsolol 11■■\■1n■ �� i■n■\el■■\■n1\!1■■t!1■\.el■ ■\11■■.■I(�� ■\11■11\■1 1■1■■/■1■l_ J■1■■■■1■■/■1■■/■1■■/■IWI/ 1■■/■i■■/■l_®i J■/miss/■ ■■■1/.■■1 �______ ' le/■■1/ae■/\I®/■1/a /■1/�O//1 ----_---� o■1■■■1/I 1/\/1/01 ■■■ = /1/\/lo/m/ sm/\ /\/ea/e/\ = ■■■ = 1\/1/\/1■ n■o■in i/■1■■/nnmm/ num 1 /\■u\n - nulls\\\ e mn/■nn C ■■■ ■/n■u■1■WlnunWl x■/nn/m ■■■ C !n/■n■/1 ■u1..m - u..■e..n..■uoe\I/n ■e.�n..e - ■■u.n.l 1/\/1/\/I a ■■■ ' /1/0eu/1/\/e/\r0 0/1/\.e/\ a ■■■ ' 1\/lo/nFamily Omni= � � mtmou■nn./Ily vu nnemm � � nnnon 1■1■■/■1■■■ ■■■ foommimmommon■/■1■■/■1■■/■1■■/■' L vl ■1■■/■IO/■1■ ■■■ asimmommi �I■■/■1■■/■ isomin e■I■un■■.■1■Wme■■1■■.■111■.■I■■!i1/■n\■//1■1■■■._� //1/\/e/al/° _ / ■1■■■■1■ aI/■1■■\el ■■ in ine ■1■■/ 1■■/ �i �� SIN/H■■NI■_���___JI■■/■m/■ ■ae//a//\e./u//.1/oe//nu.n..■e.o1/�■e..n..■u.v •n.ae..n..n..n..■1.01.1 1/\/e.■/■/\/1/\/la.a>v/ea/la/1/\/1/\/e/\/eo/e/\/e/r _G` vl lmomom/e/■/u./1/\/1■ areakFaet ■1■1/■1■■/11■\/■I■N11■el\■1■■/■1■.\II■./■1■■/■1■■/■1■■/■1■■\■1■■/■1/�� ` � ;n■/■1■.\■i■■/11■./■1■■/■1■■\■1 1■111/■1■1/1I■■/■1■■.■1■■/■1■■/■1■■■ �..��.m..�-...�...�-...�� ��� � vr�.��...�...��.��..� / - m./nunnunu\numunn=i/I p_ ■■■ _ - ■■■ _: —_ ■■■ p■ — -= Oros ■■ - - ■■■ Lav 1/\/1/■tet\.e\./1/..IH/t/\/1 ._ _—_ _- — — �_ Laundry \umnmu/Iln.■uun■u\u/ :- ■■■ =p= ■■■ =: —_ ■■ A� :- ■■■ = = ■■■ iii■iiiii■iiiuiiii■iiiiiiii■iil■ul � - ■/.1/eoe/ae./n//o/oe/.0 nmm�mmnnunnnmmn\I son son -_ ■■■ _-_ 111111 -_ ■■■ ■■■ - - - �a Total ng Area Sq . Ft : ,. Total • ♦ • Dimensions : Drawn 1 EnDraftingl 978-474- 1855 ► • House Plan Number / � Professional Land Surveyors 8 Civil Engineers ESSEX SURVEY SERVICE. 1958 - 1986 OSBORN PALMER 1911 - 1970 BRADFORD & WEED 1885 - 1972 PLAT PLAN OF LAND LOCATED IN SIYZZ77 , MASS. 99�3 1� 6 �4 QST z0 I hereby certify to the Building Inspector that I have rr �, examined SCALE: l '9D / i the premises and the ? �1 [,c%� ��" buildings are located on the DATE: l�u�✓ � 3 2GG 9 ground as shown, and buildings shonn wconformed to the dimensional Zoning laws of S I.G L 11 rbMA#$A` /4 REFERENCE: BK PG when constructed. This Plan has been prepared for Building o GIRI SFOPNER permitting purposes only for the above party, % R' and is not to be used for boundary measurementsnark-o I No.31311 land conveyancing or mortgage loan inspections or plot plans. opher R. Mello PLS,; , bus +U i 104 LOWELL STREET PEABODY.MASS.01960 (978)531-8121 r-4 v- rmm rn a rnnn