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20 PARLEE ST - BUILDING INSPECTION , r�o.��Zoo� Clty of'Sai�m ward �f��ro � �' �� s � 1 . _._ �of�`97y6 , �,�� $s��' AP��IC�►TION cl� �PZZZ FOp PERMIT TO BUtLD ADDITION, MAK� �tTERATIONS OR NEW �ONSTRUCTION IMRORiAM-Appliean tv-complete a�items in-sections:� ll,Ill,N,and/X. " , I. ., AT IIOCAIIOM. . - _.. .. � .. p�g�p�T . LOC.AT�ON. , � :MW . . _ .;,�_. MEn . . .OF . . �N ....,... . � . � AW� � . BUILDING �� SRt�" cas SUBDNISION � LOT_BLOCK ' . SIZE , II. TYPE AND COST OF BUIL�ING-AH ap�ica�its c'vmj�ete Parts;4=U A TYPE OF IMPROVEMENT � D. PIiOPOSED USE•FOR"DEMOLITION"USE MOST REGENT USE � t Nwv wri�Nng � -��. .�� p�� . . . � � . . i ❑ AeAitlonraiesieaniu.mrernwroadne. 1z I�f'�+�One�MW - �. �e � !�nuamsr.iec'a'cw�l Aou6ulp wuO_a0tletl.d anY.n 0�0.i7) /,..... � . . . /9 �Gvul�aCsr�eiqinus � t3 V TwoamaeknMy'EnExn�mMx 1�1 3 Q Alnxamn fSes 2 ebael d utis . _ �.;I.:t�r. ... 21 Q-Rrlugprags < Q �W�dacenMm 14�..ha�isitMtel.malY.OrOonribrY' 22 a:3elYi0eYNOM1mpor�9tiY� ---.F.nYr4mi0erafanY � � • ' 5 � WieU�9Qlnuban!iYiesWnM4�r11lfn�n�r .. . _ . . 23-�-kb�Wtl,�Y'�tlw�Y . .. 21 Q<.OMior.6ank.0�kesonl d wms n GuilOig nVart 0. IJ) 1$ Q Graps - � . 6 � A1ow�9.l�ooaao") � 18 a.Ca�pat . �.�.��Y . . 7 � Fp�pp�pyY . ZB��,SCIC6�.YbiY.dMra0YCi401W . 17 ❑..0111M'SpaC/Y . ... . 27:�.SIo�tl..ne�Uls e.owNensrnv �� 9 �wMce i.miri�.mrcaraoon.roiwoR . .. � ❑ �.� � . ' �s4AiUene�1 ` 9 � Wpie��atlsal.SIaOe.a bul goYsmrii �.,.. . . � _ �':� . � C.COST � �. . (Om'tanei No�r�a� Dewg."s n aemii ` : , . . . .q�oposea�ae q h�IdnR eA.boq.u�ow?�n9F WW rtaCli�e eMo0.19u�NY�5 ffi��Y xliaal.Se�rY xhaal MYsgs• io. com a i+ro�wemw+ s DD(� �aanasuani��qe wrde�iient ema is�o�uce ara�o.oQn a++ena . . .. . .... . g:�a.a.Fewwuwea.e■.uyaadg..m:ee.gaagx4anr,.pa,a�wm. , ToO�i�idOWnafnGRa7 ... (O�i7 �NCi� � � /v1��/ �. �. � . �°"°°�;' Dda . a Beemul �7�w' . . . d..plu�bh . .... . ZJ�/(/ `J��^S�C �M.�/ eO�+-l/ _.�,,.�.,� 2R1d � _ r , , � a exr�«b..d..r� ._ _ _. _ ».�cosr oF n�nova+�+�r ! �' IIL SELECTEO CHARACTERISTICS_QF BU�.DING-Far new buildings and addiLons,ccunplede Parts E-L:Dernoti�on. c te on Parts.l 8 M,aN otheis skip to]V E PNIN(�ALTYP,E;OF.FR�IE .. ..F.'P�TTPEOF}ffAi1VGRIFI� G. TYPE�dFSEWAGE015POSAL -�L TYPEOFM�FWiGL 30�i4raiqlrrt6eo� 35�Gos . au�P-�4�eoameMwnoMr-� - q4t�eNesaen�neat 31 �YMf00tr+lms 38 Oi 41 Q PrIrWlssPtetWCMG ��te�^ � 32 �ShuGLaal Nlel . 37 Q.9xlieiy . .. - . .. .�. . µ �(y 1!0 43'Q�t1D _ H. TYPE OF WATEA SI�PLY a3,Q.He�loReE.omoee . 3B Q.CoY . . �. . WiNei�M�nwNlarP�. �,o�.;.�,, �a �.s„�. ��.a. ,� o �. ,��,� � �g�� .oiMeHsroNs 2Y Z M: DEMOLITION OF STRUCTURES: �8 Numcer m smnes ..__..Q...6......_..._.........._.___ . .. . .+s ro��,��a nou area }{�qpp��l from Historical Commission been received z::noors oaseo m esrenor �// . :�menmms .._.____/��tv_f.�..__-�—:: .. ` ,�fqr ar+y sWcture over fifry(501 Y�? Yes_ No_� . w. rrnai�ano a�w.n _1LL'`'�T`� II�"�iq$2fe Number � K NUMBEA OF OFF•57NEEf PAMIUNG SVACES � ' � ,., .�P.Sf CiWk11f0�: SI. Encbseu = .S� `Ii�1VE TFiE'FOLLOWING UTILfTIES BEEN DISCONNECTED? •s2 anmoR .;::''- Yes No , r ', . ' : : ��+tw.e�no+cs o�.r ,:� ,., . sa �i�aoeea � ,, , � CaBs:, .. . . � FW -__ ` � .SgyyCf' . _ . ...... ss Knex a ,,,� D0�IMENTATION FOfl THE ABOVE MUST BE ATfAGHED �� BEFORE A PERMR CAN BE ISSUED. _ ..� Pl. COMPLETEfiFIEFOLLOWING: .= � _ HislonC District? Yes_ No� (ff Y�.P�ase�e.dcaaunen�ation�Hist Co¢f.� __: . .�: , Conservation Area? Yes� Wo_ (If Yes.d�se endti§e Order oi Caidi�ons� Has Fire�apprar�d and stamPed Plans�eAD�iqtitxis? Y� No_ Is ProP�Y bcated in the S:R:ik districl? Yes_ No� Cotnpl�r w�t I.orifig? Y� No_ (M no,endose-8oerda{Appeal decxsion) Is bt grandhathered? Y� Pb_ (H yes,submd documentationlrf no.stibmk Board of App�t deCisian) I . H new c�s9uction.fias Uie_proper Rou6ng Slip been en�ed? Y� No_ Is Art;hiteclural'AccesS Board aPP��ired? Yes_ bbL (H Y�,submH doCumentation) Massacnusetts sate co�aacmr lic�se# b�` 7/�� salem Lic�e# � +Imi+elmProvemen►Contrac�r# , ,_ . Homeoxmers EzempYfarm(ifappi'�cablel'Yes_ No� „ , . : CONSTRUCTI()N.TO BE CUMMENC�W1�FNNSNf I6)M(N�R}IS OF ISSUANCE OF BUILDING PERMR CONSTRUCTION IS TO BE COMPLETED BY: � ��"e�0"�"�,P�e'�n D)C' in writing to ttie tri�Dector of��gs:., V. IDENTIFlCATION- To be completed by all applicants Nerne Meiig atltl�eea•npnrod anew.ca�:ara mr aF caee � Td Nn� . . . . .._ . . , ._ .. . .. _ ._. . ... ,. dr�e4A� i �t l� t�t D/}�D �� o...a G� - vi�'c= ... ... , , : 37� �..�. > � . : Z : , ., : - t �»�• — .` x �� !�-z�� _ D�7� 3 � �. .MCIileRor - . � � ... . � 6Pes . _.. �. ��Y�N tlmt ih Pro wdlc isa�'s by Mie oimer of recad.and G�ffi.I havet�een authexized by the owr�er ro make�is aPP� � as his auihorizetl'� � a we aa �o _ ancl�caWe laws of ttiis jurisd'iction. - I Si9rmq+re of a�t , , � nad�s; _ ,�Zf, ��1�� _ _ _____.�_— � % DO NOT WRITE BELOW THIS LINE VI. VALIDATION Buildir�g Foa oeanandErrr use Orvtr Permit number Build'mg use c�raw P2�IT11�ISSUEd 19_ � Fve Gretlin9 I 8u� Live tcadny Permit Fee $ V CeAificate of Occupancy � 5 �� Approvetl t Drain Tile 3 � Plan Review Fee S _�� - TIiLE . NOTES AND Data•(For department useJ �fr� ,� �s . . �w� . r /„s ! � , ,I PERMff TO BE MAILED TO: OATE MAILED: VConstruction to be started bY Conroleted bY. ' , i t �- - � -- { i � ��'v�'-?nNING PLAN EXAMINERS NOTES DISTAICT � � � USE _ . FRONT YARD SIDE YARD SIUE YAHU RERR YARD NOTES r SITE OR PLOT PLAN•For Appd�cant Use �/ � - - 0020 PARLEE STREET 196-2004 ;cisn: zo9� COMMONWEALTH OF MASSACHUSETTS `�tap: '�4 CITY OF SALEM Block: Lot: . 0038 '�= Category: 102 New Single family Permit# T\ 196-2004 � BUILDING PERMIT Project#: JS-2004-031'7 �Est. Cost: $94;500.00 ' Fee: � $569.00 t�, � ' �� ` (Co�st. Class PERMISSION IS HEREBY GRANTED TO: Use Group: Contractor: License: Lot Size(sq. fr.): 11534 Vincent DiBiase Inc. General Contractor-027147 Zoning: Rl ' "Owner: GREENWOOD RESIDENTIAL REALTY TRUST jUnits Gained: Applicant: GREENWOOD RESIDENTIAL REALTY TRUST �Umts Lasr AT: 0020 PARLEE STREET Dig Safe#: I ISSUED ON: 02-Sep-2003 AMENDED ON: EXPIRES ON: 2g_Feb-2004 TO PERFORM THE FOLLOWING WORK 196-2004 CONSTRUCT NEW, SINGLE-FAMfLY HOME PER PLANS SUBMITTED. TJS POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electric Gas PlumbinQ Buildin Underground: Underground: UndergrounJ: Excava[ion: Service: Mc[er. Foo[ings: Rough: Rough: Rough: Foundation: Final: � FinaL• � Final: Rough Frame: Fireplace/Chimney: D.P.W. Fire Health . Insula[ion: Meter: Oil: Final: � HouseN Smoke: Treasury: Wa[er: Alarm: Sewer: Sprinklers: � THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: FeeType: Receip[No: Da[e Paid: Check No: Amoun[: BUILDING REG2004-000335 Oi-Aug-03 6222 $569.00 GeoTMSB 2003 Des Lauriers btunicipal Solu[ions,Inc. I �qP 4eT CITY OF SALEM ( 4— 38 ROUTING SLIP �� CHECKED DEPARTMENTS REQUIRE SIGNATURES BEFORE BUILDING PERMIT WILL BE ISSUED. � LOCATION: ��Z�/�� DATE: APPLICANT: ��W dOD �� d�� (YT ASSESSORS OFFICE /_ `t'� Q 93 WASHINGTON ST. t '� A �� FRANK KULIK (G.s�✓� DATE: S� F ./ r] CITY CLERK(if involving a new street) / / Q93 WASHINGTON ST. � r l("/�/�� / DATE: � �/ , DEBBIE BURKINSHAW. (/ l � PUBLIC SERVICES(Engineering Dept.) � Q120 WASHINCTON ST,4TM FL. b BRUCE THIBODEAU �_DA7'E: O -� [] WATER DEPT. Q120 WASHINCTONST,4T"� . qd O � HELEN JIADOSZ V.C/i `��/��/ DATE. �� -7 CJ CROSS CONNECT SUP'R BOB DESCHENE QI20 WASHINGTON ST�3R� FL. DATE: [� PLANNING ' Q120WASHINGTONST.,J FL../C`�G",�� DENISE McLURE 0.0 (1 k�,tY/ � DATE:� �� . �f CONSERVATION COMIVIISSION(Planning Dept.) QI20 WASHINGTON ST.,3"D FL. � DON CEFALO DATE: � ELECTRICAL • Q 48 LAFAYETI'E STREET,2 FL.REAR g.� JOHN GIARDI ��---- p DATE:� U� � FIRE PREVENTION Q29FORT AVE(WILLOWSAREA) CAPT.HUDSON �,E �� DATE: fi ��3 [� FiEAI.TfI QI20 WASHINGTON ST.,4�x/�L. �n / / C .�'' /� �S � JOANNE SCO'Iy `Y�1�Z[1� , ' /c� �J`� �'Z ' DATE:� � BUILDING DEPT //'� ,� // . Q 120 WASHINGTON ST.,3RD FL.J��— J� /� . TOM ST. PIERRE U �^� DATE: ��/ "*'SUBM[T WITH PERMIT APPLICATION WHEN COMPLETED*** Total Livir� Area Sc{. Ft� �0��(�� Pro,Ject locatton� Contractor / Bullder= Nouse - � - �63 �� DraFti� Parlee 5tr�� i� lase i� esidential ��atur�s , Total Footiprint pimensiolns� 978 -474 - 1865 � �' a�Vo�� Massach��tta 1 . 0 . �Ox ��0 Bas�menf 28 -O � x34 -O - �ynnf ield, �"« 0 �9�0 First F/oor �S 1-33�-9899 Livfng K i�chen ;�.-� Tr;-r-TU-,��--'-��-,1,-;rt��rr -Y�-'�`- '-'�!��' P In Ing ;„�i�,'�`L i -�r.l-,.�-�-�.,�,.� i _�J , �-i..._ ; � 7`.", ,'� i i r'`]'� � FoUer � �- �-, .---- ` -+,-;�--,-�- Lav �T'�_`�_'�.'-,�4..��=�;�;-" `�-�``;`��.._. �� Laundry �.,1. �: � �� , r , �-� � , .:_�7 , --�- �T _ �� r �.�y.--T-rt� � I ' � �7� I ' '. -` _ Yr `� ��^T'-; , Farmere Porch _ -�-�-r -rr-- � - ` �. ._.-}'-�-`_� � � 4 ��'�� Second F/oor T; � ��,_r�:1.� � � - - '-�,-T-,,- �'� � T `_"r `� _ _-- ',N- _ i -�--�� -� i - - , :''i+-'" �_-�_, - � -,}-, 1,-r - - - ��-µ-� 3 Sedrooms -`�= I�-,,-`�-L _� � �� -- �'--1 ' I B ath ,,�t- -�- -� . ,=.-. ��' � , ' �"� �� __ � - ;� -�- � ---- - '---�,�' _ -"'_` ---- � - --�- -_ , � �.`� � - ,_� . — � � � � ��-.-�� - � '�.Y ,� T � �� ' ' � � � � , ,--� �. �-� �� 63 . - ,� ,,� -� - -� v a�eY M ��ovsz�'y �,�1°�p" ►� _ ��'� �a��;s. �5 � , -- ---- - -- ob��' .,h�"x 'sy�°' *'ri�r��' �� -- � � — ' � � _ �� hayiv. Y _ -�i, .�g`tJ � � � � ! -- — �� v �F5 Z�F'1�4'� t, C��: _ :4 �g�`'j4Y�q-� \YF�C�'+��'`�� F\ _— - __' � ��.rE9cO��S�., v.��£�nt.W- � � � � � �� }- -� _ _ -__ _ -_ _ __ _ $�PE`�� 1 �,,f`Y�,Oi>.F�F C''"'� � _ _ _ _i : _y - _ __ _ _ - _ _ _ ��P�j SS�`�,c�P`--C.�l9F � ` _ _ _r �,,�Evt��F �� ;� � � � � � � �� ,� , � � � �� n � � � � � �� n i i i i i i: i i i i i i ii „� r-'i_'_� r�_ i r-''_'_i r''i_�_� r�__ i r-'__�_i r�_ � i_ � � � � � �___' � � _i__ � � � � _"_ � � i- � . ' L'_' '___" ' __'__' "_ :. � � 1 � ' ' eolonicr� , , , , , , , ��----------------------------=------------------------------ nraf ' . r'_"_'_'_____"_ ------------� - � i � �ro�t �: l � vation ��`` NOtEg" 3,'l6�� e �� I. All dlmenalone to be field verlfied and changea made accordirx�ly. " 2. For additlonal InFormation see "Notes, Spec'e. E Detalle". Nouse Plan Number f 3. When this drawing Is 11 x ll, R is the scale as indicated. , ��o / ��O �i � ` 4. prawfng print out date- Ol/29/03 6'� � Notes� Sta�darda � Detaiia Constructior� Materials: Stai� C�eneral Notes• ' starru,ac, u�rdtn : L�� Stafrways no less than 36" tn clear wfdth, s O - Indtcates Smoke Detector locatton Kfichen W(ndow : Vertfy locatfon wlth • Ener�S� Gode .4nals�afe : MAScheck Treada snd Rfeers : kftchen cabtnet destc�n and/or supplter. R(ser helc�ht 8 I/4" max. I-le�� SS�etem : Tread depth 9" mtn. 1. Ali aubetituttoneand/ordevtatfone g�,�oom Wtndow : Bathroom wtndows Forced Hot Afr, Csas, 92qo effictency Tolerance between ad,Jacent rfsers: 3/16" i7om theae plana are the responaibtlity located above or near tubs, whtrlpools shall Total r�ser dtmensfon tolerance: 3/8" Of th6 Got'It.�'BCtAr, be provtded w(th tempered glaz(ng. Attfo ,4ncesa : Walk-up Atttc Statrway Noetn� Proflie : 2. COt1tt'aCto�B ECffiCEtione tSIGe Mfntmum ��azrr,q t ver,t��atron .4reae : G�nter' Beam : (3) - I 3/4" x 9 I/2" LYL A nosfng ahall not extend more than I I/2" � Exterfor glazfng area of not less than Sqe oP beyond the face of the rfser below, receder�t. over a tnformatfon p � the area, I/2 of the requtred area of glazfng Gollar Tiee : I x 8 g 4'O" O.G. preaented in these drawtnga. shau be openable. Headroom : 6'-6" mfnlmum - Doora : 3. All dimenafona are to be field Sle tna Room Window Or�n'a : Exter(or: Insulated U = .38, Stdelights 12" Csuarc�all Detafis : � vertfted by the contractor and any 3.3 se�. ft 20" x 24° In eftherd(rectton. Iniertor, Slyles: Hollow core ratsed panel Rafsed surfaces 30" mfn, y ed ustmenta made accordi I Stll not more than 44" above floor. To uncon�d spaces: Soifd core, U = .b4 G,uardrall hetght 36" min. J � y _ Open afdes of statrs 34" mtn. Exit Doore : Ezctertor poor : Steel, U=.35, Stdelfghts: 12" 4. Pro ert Zoni Dimensional Set �uarc�ari o enrr, Ltmftat�one : p y �� I- 36" wfde, othera 2�8" wfde I'�� B8CIC8,S6ptfC/Title Y i88ue8, EtC., ePe Ffre lace : Zero-clearance Direct-vent C3uardratis shall have fntermediate rafls whlch the re8porsfbillty of the owner. I+�t.error poore : prevent the passage of an ob�ect 5" or 3d wfde x 6�8� high Cmtn.� more tn dfa. Abbrevfaf.tone Exceptfon: Sathrooms 28" (mfn.) Fram� Spruce Ptne Ftr No, 2 or better Except(on: Tr(angular spaces formed by the i Wall Stud Stze : 2 x 4 g 16" O,G, rtser, tread and bottom rafl of a statrway Clr. - Glearance �� Gonc. - Goncrete Smoke De+.ectora : Wall Stud Length: Ist Floor: 88 to prevent the passage of a sphere dfa. - Dfameter I. In the tmmedfate vfctntty of bedrooms. � 2nd Floor: SS 6 In dta. d . - Dee 2, In all bedrooms. � „ „ ' EI�. - Elevatton 3. In each atory of a dwelltng untt, includtng E2un�atfon Walis : Hanckalle : Navtng 34 mtn, < 38 max. hefght E E ual basements and celiars, but not Includfng 10" Gonc, wall, 8'O" pour, 10" dp x 20" w ft'g. Measured vertfcally Prom the noafng of the q� q crawl s aces and untnhabftable atttcs: Anchore: i/2" Anchor Solts g 6�-O" O.G, treads, shall be provfded on at least one Exp. - Expans(on I� Fdn. - Poundatfon 4. I for every 1200 sq, ft, untt, ,,� slde of stafrways of 3 or more r(sers. Ft. - Foot or Feet I "rkouee Wrr� : No. IS Pelt, Tyvek or Typar Ft' - Foottn SafetS� Cslazlna : All doors and itxed sfde � Handrall Csrfn Slze : h. g - I-{et htg panels with 24�' to etther stde of a door. Insulatfon : Floors: R19 G(rcular cross eection: I I/4" mfn, d 2" max. fn. - Inchges Exposed bottom edge less than IS" above Getlfngs: R30 Other shapes, pertmeter: 4" mfn. d 6 I/4" max. LYL - Lamtnated Yeneer Lumber floor. Indlvfdual panels that are greater than Walls R13 Cross-secttonal: 2 5/8" max. max, - Maxfmum `� g�l• ft• mtn. - Mfnfmum Irrlerfor Wall Ffn�sh : I/2"Blueboard S f'laster Desf�n Load for Statre: O.C. - On Center W(ndow Grllie : Wtndow grUi pattern and Lfve Load = 40 psf. Statr lreads shall be O.D. - Outsfde Dtameter conffguratton per wtndow manufacturer So_of.s Underlayment: No, IS Felt deslgned for a stngle concentrated load of , PSL - Paraliel Strand Lumber specfficattons. Csable Rakes: 8uflt-oui: 10" 300 Ibs, over an area of four square tnches. R - Rfaer Caable Returns: Platn Retrif'. - Retnforcfng I Rtdge Yent: Saffled Deafan Load for Cauardrafle and I-4andratis: ^ aq. - Square • ` _ SoPP(t: 10 200 Ibs single concentrated load at any sq, ft. - Square Eeet�; Shfngles: Composlte pofnt along iop, _— T - Tread :�f,F.��L:,.�1• , , TdCz - Tcn ue.d-Csroove $J1L I - 2 x C� IP.T.J d I - 2 x 6 w/aealer 34 - 38° ni n g y , _ . . handratl (typ.) j T.O.G. - Top of concrete T.O,F. - Top of Foundatton Sheaf.hfna : I U,N.O. - Unless Noted Otherwtse Exterfor Wall: �/16 O.S.B. Floor: 3/4 TdCs Plywood w, - LUfde Roof: i/2 Plywood �"i I' 36° high (min.) �hutf.ere : Ytnyl 34" h h mM. I • Horizontal Stat Guardratl Guardretl � � 2 Stdfnas Ytnyl Clapboard I� � ' �� % �� 0 1Ulndowe : Rtvco "Town t Gountry" I�andrail/Cauardrail + �� Colonial .. DraFtin - 918 -4�4 - 1855 � .� - � �, _ iz _ � � - - LL — io� - � � - ,,�,,� � ' _ — '�` �� ' -� - — — �,`-�`�. �r`-r : �� _ Y �r ,`�.'1,'� - -- - �T7�LL .��J`�' �Y.. � i� � - �'� � �r-�- � __- 'r� y'I �` ti�r' Y'�`�"i`� � 1��, __ � �.ri �� „+r � 4 _ �-' 1.�-J�-. . .. .. . __ __ _ . __ - : - - - �- . - =-- -- _ � � ---- _ �_ - - � - - - --- � = -_ , � + � � ; ; ; ; ; ; ��; . „ , , , � , , „ - � � � ; � , � � � � � � , , �� i i � i i i � �_'__i i i �, L -J 1 I L__J I � � . . 1 1 i i I I . . .� '.. � 1 ' � � � 1 I ' ' � � ,.. I � I � 'l 'I . � ----'--------------�-ti r---------------- r-----------------------------------------' `---------------------------------------� `-----------------------------------'-----• • • M -120 = �?�ar � 1_ �vation J ��t � I_�vation �,8� . ��o� �,e� . ��o• �,8� _,�o� 2x Stude �x SWde . • Exterbr eheething Wkle 2x Natler Yx Nailer ' ' , Cst�� Ineulats corner 2x Plate 2x Pla�e * 2c Plats 2x Plafa Gorner Frami�g Detail ' Interior " artitlon Con�ection Detail I. A�II�di enebne ta be fteld verRled and chaigee made accordfngly. � 2 For addR.toml kiFormetbn eee 'Nocee,8pec'e.E DeteAs". � 3. When thb drawhg le II x I'f, R le the ecale ae kd�aced. 4. Drmmg prkit out data� Ol/29/03 - Note$, Stenderds � Details �raminu �lans: Foundetion Plen' A��y A Aeseebly 6 Aasenbly C Be� The ends of all ,Jofsts, beams or � pce. I 3/d" 3 pce I 3/4' 4 pce I 3/4° � gtrders shall have I I/2° (mfn.J of bearfng on = }_ �_ �_ _ Baeemeri+. Slab wood or metal and 3° (mIn) on masonry. Vepor BBrfer : Provfde an approved pr�� Notehee : Notches In !he top {— � � vapor barrter, wfth 6" (m(n.J over lapptng or bottom of ,Jofsts ahail: ,Jofnts, shall be placed between the base Not exceed I/6 depth/,Jotst courae and the concrete alab. No grealer than I/3 the depth/Jotst � Not be In the m�ddle I/3 span. �— �-- � Seam Poekef. < Csfrder Ends : Notch de th at the ends of the member: � `V � - � p I htms or hard br(ck. �_ � � Shfm beam wtth stee s IVot to exceed I/4 !he Jofat depth, The ends of wood gfrdera shall have a T' Wide beame nay only be I/2" a(r space on top, s(des E end. �{olea " Shall not be closer than 2" to the eide-loeded when loede are 8asemerr! Ver�t.(latfon : Provlde a mfnfmum of top or bottom of the Jotsls, or adJacent applled to both eldes ol' the four slfd(n ar awnfn t e wfndows for ever hole or notcli. I-4ole dfa. I/3 the depth/ nenbero (to �ninYnhe rotatiorJ. 1500 sq. f�t. of floor area, y Jo�gt ma". Maxfmum Uniform Load Applied to QidgB Soa�d : Rtdc�e board ahall be at Efther Outsfde Member (Ibs, per linear ft.) ' Ton of Coner�f.e : foundations to be a least one-tnch nomfnal thfckness and not less mfntmum of 8" above ftnfsh grade. than the cut end of the rafter. MUltlp�l.' Assembly Nailed Gonnection (}) 7hrough Bolted Gonnection (2) Maximum AI lowable Clear-St�ana �a p�++�� z roWs ibd 3 rora 16d {3 1/2") (3 1/2') 2 rowe VZ' 1 rowe U2" ��r JotatB/RaftEra �- co�nmon wte common Wte bolis bolis Spruce-Pine-Ffr Csrade No.2 or better ' S1 12' oc, i1 12' o.� � 2d" ac. 9 tZ" o�,s_ Modulus of Elasticity "E" = 1,400,000 (paU '• � fb fpsf) = 2 x 4: 1,510 2 x 6: 1,310 A �� J' 505 ��f0 2 x 8: 1,210 2 x 10: 1,105 ( 2 x iz: i,00s B 355 530 380 l60 � Floor Jofst Deflect�on L(mltation = L/360 Getlfng Jofst Deflection Ltmftatfon = L/240 G - - 3�0 680 Rafter Jotst Deflectfon L(mkatfon = L/240 1 tvfn� Ar�a Cexc�pt slee�� rooms): (I) NAILED CONNEGTION valuss nay be cbubled for b' oc. or tr�ilsd Ltve Load 40 psf, Dead Load 10 psP Por 4" o.e. nell epacing. 2 x 10 g 16' O.G. = 15� - I I/2" SIee�2n� Rooma: a)Bolte ero to be malarlsl confornN� to ASTM etanddrd A301 (nechhe bolta), Ltve Load 30 sf, Dead Load 10 psf 9olt holss ero to be 1he aene dteneter ee the boli, erd localsd 2" From the 2 x 10 g 16'�O.G. = 16� - 8 I/2" 14p end bottom of ths member. Weshsro should be ueed under hedd end nuG Roof: (3)For e three-plsce a�enber,the MtIMg epeclFbd k from sech efda. Snow Load 35 paf, Dead Load 10 psf 2 x 10 g 16 ' O.G. = 16� - 2" ',. 1/4° Shrinkage Csap ( min. ) All structural materfale shall be votd of any . 3/4'� Sheathing Nand picked For clear, defects that may dtmfnlah thetr capactty to blemish-Free appearance, _ functton tn an adequate manner. Structural and etralght raln at Engineerfng or any other profesatonal I " � cantflevere�end servfces that may be requtred shall be � ' ' provlded by others. � . . � Floor Sheathing Solld Blockfng 2x Botiom Plate , . 2x Floor Jol6t 2x Band Joist LUS Nanger : Double Shear 5trapping ir�ulation 2 - 2x Top Plate Cantllever . ' � LvL Beam Wallboard - Overhang ` }� Ia�1 : 1"�-120 Flush Framed Beam Car�tilev�r Golonial P��ti ______--- , Concrete ______ � --- � I�raf ttng Bulkhead 28 � 5 O - 9�8 -474 - 1855 --------- ie6 � �� 6� , UP ' . ---- ---- ' r __ _ __ _'__ "____________________________________�____-____ ________'____ � Lally column cap � 3�� _ _ " - " - - " � SNnpsom LCC .�. ' '� �' ` � � ------------ - ----- Ldllor equel i r-- ----- ----------------------- ---------- -2�8��X ��3�� --� ' � y I , � � . , column Lally bottom 4 baee ; � ' � � , ; p ' plate embedded � �, , , ' � � _ in concrete slab � ; � , � - , � � � , '�� -_ � _ � ,� � ; � �aeemercL 51ab (3) - I 3/4" x 9 1/Z" "� � � � O � , � ' wfth app roved vapor LYL Gerrter Beam x � � O `� ; 3 i barrier beneaih � gplbes located over � � � — � . , ; columne and etaggered "' � ; � . � � � Lally Golumn Detail ' ° � ' ' - � � � 3�z� 4�Ou 6�Oa 6�bu 6�Su , ` i O i , � � i `fl � � � � . 2x Bottom Flate ' � ' ' � � � , � 2x Band Jol�t , , _ ' f ' ' � k i r-- i r-- � r � r-- � � � __ __ __ __ -__ _ , , , 1- , , 1- , , - , , , , , , � . , , , , , , , —, , _ �_—T_ —r � —r—_ �_ _ r — r r— — � Insulatlon � � . �' �� r� r� � —r � � �T ��• � � � � - � +---'-- � � � � � � � , `n � ' �- i---� �------� _ � � � i � i Zx Floor Jofst � � , --- --• -------• - � L _y 5111� I-2x6 P.T., I-2x6 K.p. � � �n r--C -� l"w, x l'dp, x l"h. � '' � . w/Sill Sealer ; ,•, �------�. � f � Beam Pockei ; • , � v -a�, � __J J _ 1 � av 0 � f---- � � ( 3rec{ d ) m � � Arohor Bolta , . ' _ �_ i ' � _ , , i � i -- -- - t�-- Concrete Foundatbn � ' ° � ______ - r I 3 I/2" d�a. Lally Column � � ; , � -qCO, w/2 6 s . x I 3 dp. Ft g. �„ � ; - Standard Sill � � � _--__- ;--�E--; � b �Q� � ; , ; �, ; , , , , ; t __ ___ J� 1 � - r 1 _ �1 µ � 1__ ___ 1 — � 1 � � � 6'0" i'o" u P —� ! __! � � � x� �-- --- - � i � � (max.) lmaxa _ ' � � I I � � � � � �; � � c ; ' � � _ �� rt-� _ ^ i � � .,. � �. _ � i � w � � i j � � —E M 1 's' L��..��_� �� .� 1 ' � ' - 1 I � _ 1 , _ - - ` -� � � � � � . ' _• ' � �� ` _• "6 ' .;. 1 ., . 1 � �� _ 1 � Anchore bolte or __ _ -- . - - --- - ----� , ` App'd EquNalent 3 1/2" d�. Lally Golumn _ � , , � „ � ' I'O" d1a.concrete pler 0 � , 10 Concrete Foundation � '"' � ,4nchor Bolt Spaci�g - � ° � ° � _ , �.. ; wllh dampprooFtng _____ � ,.. , 26 cq, x 13 dp. Ftg. �r , �___ ___ , " bottom 4�0" below grade � � , _ � (l req'd ) � - � 'I c� � ----------------- 14 O ----------------- -• . 1"t -120 � �irst �loor �' lan � �¢'�" ' " V4� _ I�On 3n 3ibn bi�� di�n 3�6n b�bu 3�6n 3n _ � v �OtEg: r--� '-� r'-�---� r--�--'� r--�---� r--�---i r--i---� r--�---i , � � � � � � � � � � � � � �' I. All dNnerobns to be ffeld verlFled and changea made accordingly. � � � /� � ' ' ' ' ' ' ' ' � � � J_ L " _L_ _ _ J_ L �_L �_ _ —_ �_ J 4. For addlilonal Informatbn see "Noles,3pec�e. E petalle'. � � � �J � �; � ; ; � ; ; � � � � i i . 3. When thle drawing ffi II x I�, It Is !he acale ae fndbated. � ' ' ' \ =------• =------� �------� � � � -------• -------• 4. Prawing print out daie� Ol/29/03 f I Colonial 5'6" - ��6� 3,6, �,O„ 5�8�4�� 93j4n �� prafting _ _ _ _ 978 -414 - 1555 - - - - - - - - - z��o�� x3��' - - - - - - - - - - - - - - - - - - ,,. ,, ,; ... I:' I I ... ., , . , � �� .. ... ; � 2'ip" X 3'S" ' ; 59 X 49 . �O 1 �, • � - - - � - - � . , i � , , � i ----- ------ � � r"'___" i I � � � i i � � � � �G itchen ; ; I� i�ing u: � O Acival cabinei layout ; ' � i , may vary � � — 2�6 „ C� ¢�� 4�� 3�6�� Z�,g�qn 3�q�i4� 10�6�� _ �,, — — � _ O�l w ry c v . � �� . � ' ---40'� --- ' ._,a � . � - ----�B- Post � ._ . T.._ , _ _ __ ---------- o � �y Post ,Nn ---- -- ,-- - ' -- - l..ndry �-�--- �� - , o -� o o � , _-- _ �# � � � � ____ __ b ..A . � . � � t� ' 0 m ------ - • Pos! _ � --------- ..�� »_, , _ -. _ v � ' --------- � � - = e . ii O --__ �Fo er �; ; � � iv ing = post � o - � P -- �.. y „ � O � � � s 2,4, Post O X r/^� � N N V li � 3�0" -- ��0�� 3�6n _ — � � � :� N — ^� 10�6' 3�6' � X v - � p �'9�� x 4�g�� n O _ p �� - m ��rm�irJ n 14'O" � . 1"� -120 = �irst �loor �' lan �' orch � V4' = I'O° �O{Eg: '` I. All dhnenebne to be Ffeld veriFfed and chengee made accordingly. n �� 3� 3�6° 6�6' d0 36 66 36 3 � �� 2. For addltional informatbn see Nof.es, Spec e. t petalls . 3. When thfe drawfng fe il x Il, I! is !hs scale ae fndieated. 28�0" 4, prawing prini out date= Ol/29/03 C o I o n ia l 8'O'I 2'611 I,16 a 3,6„ . 4�6� 3�� 6�� 3�� D raf ting . 9�8 -4�4 - 1855 ,.. . .... , .. . .. . .:. _. . . 2��0° X 3�5° � . 2�� x 4��u P'�Q° X 4�5° _ ; � ' � - _ � O � O � � � � ' — `r � � �; � a� _�_ � - 1'� � edroom # 1 , � � = o ,, � � m � r � — , 0 2O� � • O m Z�bu � � O � a�on z�bn 9��u g�(�n v X /'� O O �� e C � .�� o 0 r . � �- Post , Z�y� ., -- D N __ Posi 4�4� �� - �all - � c �os�t � :^� 'a `� 2 _ Z'6" -^ N tll � � m - ..2�6� � O � . .�. ., ., . O =--.' ,n n l./ I . � 3��° i n - X m _.. . 67 40 • ,•40 61 a 10 o O CJ � ----- - 2 - �� _ _-U � �, ' O ,, . ��8, - .. �=� ed #3 � �drm #�2 _ � - �, _ � _ .� o � X o n � „'�. �O6t PO6t ... _ � ry � � _ -_� � - - - - � o i i _� i i i i o ° � 1"t -120 = Second � loor P lan�' Z,,o„ X d�� g� x 4�� I/4" - 1�0" O � I.�All�d ensbns to be fisid verlfied and char�es made accordingly. 4'b" 5�0" � 4�6" 7�0" l�0" � ; 1. For addRbrial InFormatbn see "Notss,Spec'e, t Deta�s'. � ,` 3. When thb drawing te 11 x Il, R b the acale ae fndfcated. 14'D" 14'O" � 4. Drawing print oui date� O�/29/03 �� Colonial Draftin —}- - -- - - - - - - - , 918 -4Z4 - 1855 � � - ' - - - - � I I C � � _- _-_____ � � � - - � I I � �� _ I °� E ` i I E � O _ I � �9 � - - � - - - � O , � S id e �ro nt �q" Eq' waii b�ioW � � , , , � l � vatio � � l � vation Plan . , , SaFFled Rfdge Vent 12 Slope to For framing members eizee mdtch maln� ��e framing plans house Trim Fascia Vented SofFit Sheathing not shown for clarlty 1� or�n�r Isometric Y i� uu S�pF,a�,,ng r pouble RaFtere , I I �1 I " � ��0 / ��O S� �or Dimer�lon see plan Notes: • � I. All dlmeneions to be fleld veriFied and changea made accordingly. 2. For additlonal informatlon see "Notea, Spec's. ! Details". D O rl I 1 V r S�G� IO 1 1 3. When this drawfng la II x Il, R is the scale as indicated. d. Drawing prini out dete= Ol/29/03 �Colonial S�o�� z�6�� „�6�� Draftfng Metal Drip Edge 918 -4Z4 - 1855 � ; - - - �I- 1� - - - - - - - - � - - - ;- - - - - - - - - - - � � - - - - - - - - - - II II � - - - - - - �--i�� e wat�� s�,r�id � - II II o �� c �� - � i i i� = = II � . I I � O. �� I � � I - — �R�dgevent (typ.) -- - - - - - - - -I x � ��-- — — — — = — ,x - ----- -- - -- - - - � � l� — �� - - o s ry - - - - �� I- - - - �N `., I 1� � �— �� — — �r I Compoefte Roofing� / � n \ \ I � �_= J� � ' ` � �' � � I � � �, � � . , . o , , . _ � I� I � � /\ � � \ ` , ' � � � � /� �\ � � � . � �I I ' ' � . , I I ` � \ . I � � . - - - -i � - - - - ll � f %� i I I i i i � ^ I_ — ' ' — -i� I � _ � , _ � � � � � I � � � � � ; � � � � ; � ! ! � ; � , � � � � , o � i i � �' � — � � - - - - - - -i ;- - - - - ,- -� - - i— � — � � � , _ _ — � � � � �------ --------------------------------------------------- 4�� 5�� ¢�6�� 14�� 1� - Indicatee rooF slope direction and PRch tn 12 fnchee. � 1„� -120 = � ttic � loor P l �� 2oof �_lan 3/16° = 1�0�� 3/16° = I�O�� NOtES: I. All dfinensions to be Ffeld veriFled and chdnges made dccordingly. ' 1, For addllfonal InPormatlon xe "Note�, Spec'e, d petaile". � • 3. U1hen thfs drawtng Ie II x Il, It ie the ecala ae Indicated. ` 4. prawln9 prin! out date� Ol/29/03 �� Colonial _ ^ praftin � �1 ° 918 -4�4 - 1855 � r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � -- � - - � �- � �� _ � � � I i� L_I � 1 � � \ I � � I � _ � ' J� I A J O O [\f �V O X c�3 A � C. � � O O O D O O � � 0. � � a a a ,t � r _ OPoet oM down "� , = i — �' Paet f � � PoM up Poet � UP � . 'i'.. . � .� � r ' Poet � `�'� � . Poel down . �� T � � I 1 I I I I I I 1 I I I �� Q II II II II II II II II �I � I I ; . I� I� I� I� I� I� I� I� II II II I T — � II II II II II II II II III� II'� 1I'� III� �� I�' I . � u u u u �II � II I I �I �I il I� �_;.�� - � � � � � � , , ,I2 x S (P.T,) a� 16 O.C•I ( I�r I I I `I o O �n � l�� _1�1_ LL � _P P � PJ!� I I _ I,I I ,I ,I _,I� (9) - 2 x 8 (P.T,) (3) - 1 x 10 p Z � � � , All members are 2 x 10 r1a 16" O,C, (ll,N.Oa ' � ��0 = � irst � I o o r �ram in� 0: �ndicates Beam Number • 3/16° = PO° All members are 2 x �9 an I6° O.C, (U.NA.) � S��r� nd � loor �raminc� NOtES: 3/16° � ��0° t I. All dimeneiona to be Field veriPted and chdngea mdde accordingly. ". `D Y. For eddltional inPormatlon see "Notes, Spec�e. t petail�". 3. When thte drawtng b Il x 17, ft fe the scale ae indkated. 4, prawing print out date� Ol/�9/03 ��Colonial Draftin • 978 -4Z4 - 1855 � - -- -- -- -- - -- -- -- -- - - -- -- -- -- -� r __ _' _' " _ i i i i i 1 � � , , � � ; � � � � ; I � ' I ' � � _� � � � ; , , � � � 1 � � ' � ` � � , � � - ; � � i � ' � ' , , 1 � � � � � � , � , . I I I � ; I ; , I , � . J ' I 1 1 ' I I I 1 ' 1 � _ � � � I ' I I 1I � I I - 1 I � I I Y \� I � O 1 I � � ' �'k:. ry � � 11 \ ` I �_ a. � � I � I 1 ' O I � 11 }�. � I � �I �' I .. � 1T 14 O � , � �� , — , � �, ,� ; �� ,� , ;, , ��_I „� � I : � � .h � I ; �� ;� �� L - ; I , �� .� ". �� ': .' :' �� ' � , ; �. - � �� I � : � � � , � � I � � � i i � ' ' , L- - - _ , ' .' '�:�. -��Y i i i i 1 � � I 1 � � I 1 I � � I � I 1 I � ' 1� � I � � I � � ' � � � I I � �� _ _ _� � 1 I � `_ _ __ __ _ � __ __ __ __ __ _� __ __ _ _ -� __ __ __ _• k �B- � Indicates Beam Number 1 x 12 Ridge Boards ° All membere are 2 x 10 tiJ 16" O.C. (U.NAa All members are 2 x 10 a7 16" O.C. (U.N.D.) 1� f + �� l o 0 0 �ram inc� Y 1"r -120 = i� o_o „ ram ind . 3/16 , , I.�A I�d enstons to be Fteld veriFted and changes made accordingly. 2, For addRlonal InFormetfon see "NOf.Cb, SpCG�O. B DC�8II5��. �/ � 3. When thfs drawing te II x Il, It Ie the ecale ae indfcated. 4. Prewing print out dete� Ol/29/03 � GO�O�I IaI Ridge Veni (conElnuous) ' prafting 2 x I� Ridge Board 978 -474 - 1855 : 1 x 8 Collar T(e p �J 4'O" O.C. �� Attk Floor Framing �—�� Pl�good 3/4' T!U Bheathing 2 x 10� Ib" O.C. 2 x 10 '£i1 16' O.C. -- , . � i LYL Beem Faecia . � � . � � � � � � SoFFit w/ventiru� i � Floor Joisi !o be hand p�ked � � � _ for clear, creck-Free, blemish-free � � � � . appeareace, and straight grain �� at cantlevered end � � . � � '" Second Floor Framfng ' • - 3/4' T8U Shealhk�g �f 2 x 10 � Ib' O.G. (3) - 2 x 10 ' '� 2 x 10 Bolid Flre Blocktng Exterlor Well . E Laf.eral Braeirx� 4 x 4 a� 16" O.G. Simpeon BG4 � Poet cap Poroh poet �., � � Decking � Firot �loor Framfng 2 x S �al 16' O.C. (P.Ta � 3/4' t!G Bheathing 2xi0 � 16' O.C. (3) - 2 x 8 6and Joist (p.t) Sill Simpeoa AG4 2 x 10 Solid �ire Blocking ( I ) - 2 x 6 (P.Ta Poet Cap E Lateral �racing ( I ) - 2 x 6 UC.D.) 4 x 4 post (p.i.l 5hnpson PB44 F LYL,Center Be/am IO��Gonc. �dn. ' Poet Baee p � _ . 2o w, x lo dp. �t g. I�O° dla, conc, pler `r � � 3 V2" dia. Lally Golumn ��dampproofing . w116 scj, x I O dp. ft g. w/2�6° eq, x 1�3' dp. Ft�g, ' �asement Concrete 51ab Perhneler Dreln � w/vapor barrisr beneath ( per sRe condkbns ) �+ _ - _ � .�,,. , i Notes: '�� i � I. All dimenebne io be Field veriFied and changee made accordingly. ,, � �� Z. For dddttbnel inFormatbn see "Note6,5pec�s. 1 Detciils��. �1/� ��O ' ��G► } �O� � � 3. When ihB drawing fs 11 x Il, ft is the scale as Indlcated. � � V 4. Drawtng prfrrt out date= O�/29/03 V4" = I'O" i � � C�I��IG�� .-�—Ridge Yent (eonlinuous) DraFtin z x 12 Ridge Board � 978 -414 - 1855 � -- -- �� I x S Goller Tfe 9 � 4J 4'O" O.G, , �inish floar Alilc Floor Framing Roofing 5ubfloor 3/4" 7ECs Sheathfn I/2" PI wood Simpson 3trong-Tie �______ _ __ 2 x 10 a� Ib" O,C. g 2 x 10� Ib" O.C. Reinforcing Angle ; �- -- � LS30 l I each afde ) , � Neader • � � � � 4_, Pascta or equal ' � _ �,------ ' � � � � � ' BofFR w/ventfn ; 2x4 Neader s � -- 9 / v � � Floor Joist io 'oe hand picked � � � m a 4_� ,�� ' Forclear, crack-free,blemish-Free � � = m � , a earance and etra ht reln � � � � � � � 4=d , apcentilevered end� g I Stair etringer / / r O 4_� .' . (3)- 2x6 � ' � � ^ 4=� ,.'� Second FloorRam(rx�j Top Detail P18te / '^ V 4=� 3/4" TECs Sheethkig : 4=� ,'�� 2 x ID �CJ Ib" O.C, ' - � � M ", . �xterfor Wall � , , 4=, 2 x 10 Solid F�e Hlocking . 2 x 4 9 K" O.C. 9 � � 4='- � t Leteral 6racing tread ,u � 4=J ( min. ) m 3 4=� ____ a ri � � 4_� j 0 X i I . ip m 4=� ��' � E i r ~ 4_J � L � r Q � �'' !. r �i CI � x 4� �inlsh floor ; ' � V 4=� �' 3/4° tIEG 5heath9 � � 4-� �' 9 �---� Shnpson Strong-7�e �=� 2 x 10 a� Ib" O.C. LU526 Jolet henger or equsl Slll 9ubfloor 6upports centrel stringer s=� 2 x b Solid FS�e �lockin9 ( I ) - 2 x 6 (P.7.) Neader Locate floor header G " s== � ! Lalsral Bracin � I ) - 2 x 6 (K.U.) , �to Intersect wfth A rox, m , � g ' bottom of 6tringer Flnish : 4=� I (3) - I 3/4" x 9 V2" ID" Gonc. Fdn, : ` ' Csrade � 4=' LvL Genter Seam 20" w, x 10" dp. �t'g. �ase 1�etail ' m 4=' i w/dampprool'Ing . •' —__� � 3 V2' dla. Lally Column . � � 4=- w�2 6 eq, x I 9 dp, Pt g. � , �, 4- � 4=- m 4=� , I 6aeemertt Concreh.e Slab Parfineter Drai� - 4== ' w/vapor barrfer beneath ( per site condftbns ) ' 4� ' . . I I 11 ?roede 9 9" =9� O° �. � M -12o � S�ction - 2 �3 1/4" = I'O' � . S X 1� UeG�C . I'� Drawfng print out date� Ol/�9/03 1�6" l�0" 1�6° = M-120 / 2308� - �� r__ _"'_'_____'__"_ '_'� � -L I � I StaY locatbn, number � � � � , � of rleero and treade ' I�O" Dia. Concrete Pier � 2 x S (P,T_) cJ I6" O.C, may vary due to � � si4.e condkbns. � � � � � i i c0 � r- i i ; � � � ' . i i � Jo�t Nan�er {typ.) � � • � � � � Maximum A,Ilowable Spans For � ; ,. . ,_ _,.. : ,. . Jofsts fn Dec�Cs and .Balconies - 2 x 8 (P.T.) Ledge� Southern Pfne No. 2 Non - denee i Lag bolts a� Ib" O.C. Modulus of Elaeticity 'E" = 1,400p00 Fb� 2 x b - I�Z5- ' 2 x 10 - 1p95 � 1� ec�c �ram ina 2 x S - ��. . � x �z - �p35 �oundation . I/4" = Ib" Jofst I/4" = I�O° ' � ' Slze' ° Zxb 2x8 ZxlO 2x12 ; � Joiet 12' O.G. B - ll II - 10 14 -8 I�-5 � 8pactng 16' O,C. 8 - 2 10 -9 11 -8 14 - I1 1. Deck deaign loade� 60 Iba psF - LNe Load, 10 Ibs psf Dead Load. 2. Bridging requFemente apply when I(ve load exceede 40 Ibe./ eq. Ft. One lfne of bridgir� for each 8 Feet of span. 3. Final deck locatfon to be determtned by bullder and site condRions. 5" Clsar (Max.) �Ratl 4. Deck fin'sh maf.erials to be determined by builder. ( peckir�,Poets,Railings, Salustere ) �lashing ' 5."Bottom of footing to be 4�0° (mina belowfiniah grade. Lay bolts � 16' O.C. p Post 6. Sse StaF Framiru� Sectbn Dstefl drawk�9 for addltlonal fnformatbn i i�9 Deckir� 3 - 2 x 10 (P.7.) regardir�� Stairway Width, Treads and Rtsere,Guardrafl Deta , Csuardratl Opening Lhnitattone, Handraile < Handrall Csrp Size. � b x 6 (P.T.) Poet --� ,T. 2x Deck framin (P ) . Csrade Poet Anchors g . . � , o � /� _ , V o l onial 1� Joisi Nenger O c c " ' � � p a Drafting - �oncrets Foundaibn > 918 -474 - 1865 • Dec�C/�ouse Gon�ectio� , 1i2" • fo" . � � va" • Po° y I I � � .