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BP-13988These plans were designed to conform to the latest edition of Uniform Building Code ivewed by the Intemational Conference of Building Officials (Ur,3C), the Basic Building Code issued by the Building Official's and Code /1dmloism,lors international, Inc. (BOCA), and the One and Two Family Dwreftlrlg Code ia3ueld by the Council of American Building Officials (CABO), . adlhering fo the moat stringent code requirements in each case at the time the pits were drawn (exclusive of seismic and high wind regulations). Due to continuous changes in both local and national building codes, accommodating 0 building restrictions Is impol. Therefore, these plans are s to local rl nts and interpretations. It becomes the resportslbility of tthact e user to nr�e certein these plans compty to local code requirements. In the event of a conflict between apeclfic etiors eontNned in this set of plena and applicable codes or regulations In your area, the more aMngent provision shalt apply and be Followed during construction. Variations required by local building officials f not be Mrarl on the deel7w or ft Gerlirghouc.s Co. Inc.. The 13*04 glwuee Co. Inc. Is not meporslbis for the aved r of any suggested rr MM-nd Bred products sped1ltd on tlI plem or meeilI ". /Vti.VCR OVALS .0 TM"A �'vd Y S I f.r_`14I ►VV I These pfarm are Intended for uee only by peraor>s knowtedgetbis In and famillar *ft geni"lly acx-#ed methods, h!eixnFqul" and Inck r standerds for oonatnXill and who are famltitr with en appl}crmie codes and other regutations rue govern the corgi truclion of thia'type of structure. AM construction is to be . performed In a000'dvoe with these regulations and standards. If no building cote ordinance hits been kocxRy edop"e , then the na+.ion CABO code should tht used. The Gariinghouse Company Inc. cannot be responafbie for any uxedructbn methods of procedures followed that are not specified or called out . apedfically In the5a plans and specifications. . Written d"mensiom shall take precedence oven scale dimensions. (DO K*0T ECALF DRAV"tt1� S). , I'cTS ANO CW#,"J,Stt Every effort has b.,en made to Insure that these plane Oro accurate and drawn to railed all Current national standards for sate and proper buf{d?rg practices. Any cf., Of or Omissions found Should be reported to the Technical Services . Depertmsnt of the GarfingtxKm Corrnpany inc. at P.O. Box 1717, Middletown, . CT 05457. (203) $43.5970. in add On to lrxN ring that errors will be corrected for hAure px&i* r , rCPtr 001I of em pima win be provided to you irrs o! chn 4a onve Wrre^"-arse ere mode. These piaru were tWlgrsed to Meet the external load oondRkxm noted below. tower► sign W. IlliCe1011 (ele,pedafty for roofs) vary from region to region due to local nodes end MrWk oonCRIO ». User must consult with local building cods officlefs to dLterrr*w If these design load specifications are adaquate. If the L+nlgn lOada do not meet local requirements, It becomes the t.ser's responsibility to have these plans altered to conform to such requirements. . Deed Loads Live Loads Roof, with Shakes or Composition 15 pef 30 psi Shingles First F00r 10 psf 40 psi Second Floor 10 psf 30 psf Decks and Balcol 10 pat 60 psi Coiling 10 Psf 20 psf (Space above ceiling *dare • I rated stc.ra fie is povaibie, but tddt".lortici room cors�nidon is foot) . It rrny be necessary Ill after the wfd'fh of framing members or the size and style Of r♦-1 sheathing on rxterior well b something other then shown on these ptarm In order to &OCO lrltwhnte e+aterrI ins0-oll materials as may be required by 1I codes or conventions. Cevfckg or g meting Is to be applied to an exterior - e+"s and plates and sir exterior envelope penetrations 6X4ween wkxdow or door tremes and rough openings). Unk"_ Inoonale," with Ibcel code requirenwilt , kImAct,on w"th fm Wow), g "I vmhr_a Is to be kI:1 wtM, venor barrier facing VV hel ice. CC M.W ktaufeti m (comton rafter -foists) R-30 Exterior Walls 2x4 constnxilon R-11 Min. NIS constrwilOn R-19 Floors Over Unheated Crawl Spaces or R-19 Unheated BA,ements . Dues In Unheated Spas R•-4.2 . ranLlevered Floors A I'loors Over R_30 Garages F0M. DA MIS ' 1. Footings shall bear tin firm, undisturbed con a minimum of 24" below the final MMsh©d grade fine for one and two story structures. However, should the frost Mee be locally deeper them 24", glen the bottom of footings than extend below " local frost Ane. Wtwe ¢loping grades are ktvolvai, footing depths must Owtys be measured from the point at the final finished grade Ilse that is closest b III footing. 2. To insure proper dvpport for the footings and foundation wane, Footings must ON" be poured with a Ill bottom stxface. Footings may be stepped where roeseary to allow the footing to remain below froetikne on O sloping grade, but the rhocture may not bo bunt on a site where the finished grade One exceeds 11*1y degrees down from level. Slophg sites require special engineering for ext*nded foundation wells and stepped footings. 3. A minimum 2500 psf soil bearing Is required. - 4. Drains shaft be provided ar fund a!I uoabie spaces located bellow ground. Drain tiles, performed pil or other methods approved by Omni codes should be instp-0,1ed at or below the area to be protected, and must discharge by gravity or mechenk al means to a drainage system. 5. Apply bhurnfnova foundation coetfng on an exterior walls below grade, and damp proofing on all exported euril of concrete walls above grade and on an aft not covered by finish materials. It Is the responsibility of the foundation cones b watetpmof ewe wr6 wl l the eppropriate materials For local co� ndt!one. • • - . . -. __- -_ - .- - _ . _s-- _ _ . . . - _ . . . I . - • . . - . ,. . aim .. _ . t - . . : . y 1. All concrete for walls, footings, and basemen 1 .. - . t slabs snail develop end �, ,., . H �.., . � � . _ - . makttaln a minimum compres!ive strengtho12500 pal at r 9.. • `>„1. p 28 day strength. ti , h , . . •..t4.4 X , . 2. All concrete t X_ , • r . cr ._ e J► , -e ti _ - t or are slabs and Ys - Y , garage porches shall develop and maintain a • • �-' cr minimum Compressive air psi y strength. � • Pr ength of 3a00 i at 28 day suer h. �e - �t `" 1� • (.0 y... ` it -jai a„c` ✓ S "' ._„ tJ -C � . . 3. Concrete forms, a and ,� boring Pouring methods ahaA conform to ail current . �.+ , practices endorsed by the American Goners"e Institution. L �.iL*.,� 9 .(„ .. �•�,,,, K 5,,, a 1. 4. Btsdcfin she" be e0e'd � 1! % .•--r _ � .- .�.' "� . pl cgrhTst basement retaining walla until: � Y ,, '" � •-e0. � `-C._ s•• I 1 �•� �r � `" f . �- �f �, (I/,/ " O `+ a ..��, `mot j `. �•' • ! �( a. Concrete or ma y Qrovt has reached its 28tlay strength ,�,. ,�; (i;i' �•�• , c.,..T' K K• �Y ��",t _-- - J and 1 4 J . b. Structural soon fran>!ng (Mick rg su�ftoor) red b ' , � '. - � i - , . % . i Y :, . fie#ra#ions thru rated walls and f� o, I fzll ip+ stabilize wvr►!s b oorrnpfete, fut"p Waited and anchored, and � r , t-C c-) _ - �O. C. wall, have loser y tthored.�`I 1 `� r y� _Cf III�; , . t� ,� .y .�eGl�d With a rr�aterlaf ca abf@ { . , r3 • , 1,� .y • Y passao of fta es P of.. Uanting the . m and hot gasses v6: n i n _ s, . to the roqu ment IIIIV ire sub 0Ct0dC% I •14 w I , ", - _ . q Y f soft Test Standard s . The folio M • Ms ` . ` _. 1 .. ! h© tt�C�tr t of prvoodixes b actxxnparny standard building practices } �/. ' • y 1 ---- � �,, - .r or F(re StC S AS p �'and should be followed during the framing of the structure• ,y - j - -', , _ . , . - %.dr` . . If %I, - . . I § U�: Le I A. All frame w shall have stud framing aced at 16" o.c. exec `'' " ' y ' " ' �' - `L t �. 111 �Y fcc• 0 . L .; n9 Pi except where - -%: c _ _- -J t(r f J o noted otherwise. - _ _ __ - - . , _ Y r\ ' S� • to r e e B T tea arrant .�� '��:. '. , �.�"� ; j; ;.. } !t - £ �7r:`- -' _ -,- . - ', , ' I 6 , u • < <,ri; w- be aNF i �' Otherwise. �_y i,t --,. _ Ft +�.r.� . C. Jack studs doubled on walls except where noted otherwi `t- '�f rZ 4.r i `- { ' I 'i l rl 14 'i, t'i;r ;' '' i ' I E (t�}j.r�1 I - - - - - a. , - r cc • ' ; '6 o 11 : •i L:i! if • II J.(1fJ9•d•' i l • h I under en Banc stuff be continuous to vote plate. L !Ill j� - "�,.i- 4 r• S i _ � I ,4"'rl `� / „ �`� it i�; ,.�r;; - _____�. �-r ,�,�. , D. Doubie ists under elf wells r � - ••% 1 ..►(l .., . �. - ----•-- :- - , .- _ b b pwr anal QO )Otsts except where noted , �Y - e Cr, -- " .�- I+ Ii + p � F °31,i' r ;I »1�.t.'' __.rr.. T otherwise; ! • i / I • •" � / .� i II; I i i i:I l � c' ( �`^1 � it r '�' i ..w i' r ."� T % . I • � � I IC..� also under kitchen cebfnets and bath tubs parallel with i �- � !j ._ M ^._y7+) %�, I ----i I •perry, '��'j+ I! P. -._,I , `' `�- 1 � . c' s' $ �^•' joist 3t s. � I _1i . �,D• 4r!.r 1 A J 1 / jl fT"�'F Ili 4 .7fl.�' r-I+I!�- i 9' .l�y' ♦ - ��- ' .�. 4 /A E Block all stud walls es r red f . , • �} _ i .,6-_ ,>""'.�;I;,, I' I, a -_____.I - > •- V, _ Or sheathing L / i ql' �i� a <# �_- J�� I{i-"- -� =►` ,s .r •-...% �-e �*' E EL 0 F. Solid blocking ,f , .- `: - _ ; - _-_ -� ,-- - M l"1r1 '- �.-- 'I. .� �'= _J,;: E sa between all Joys, ref raters at supporting walls and beams �'' �' t --- --_ - -,�. _ _ :.;.: _ ex ri PPo 9 ams .,. t ,,a: II --_� - 1 ' c at m gists. ' :��- �• era's y4 ti ,, ,_> -�..�---..�.�. - --- {`- �ri T'1 r ,t G. Double rim joists ,. - _ , � JO s at aft wane ratief to foists. A ,� ` - _ _ "I; Pe s. 1, .A _ ,• r _ !� � 1� r �,� _.- As By t �t .�t_ :.y must sae C -- H Beams, girders, enxi joists Supporting bean walls <<� ,v a -='-' - ---- b"n1�t.,C� to t'l�, Building f = � g e ng or concentrated loads / r --- ! ••' �� ` -' w �-tshall not be / - - -- - - --- --- -- - -- - -- ---_ -- - --- -- - - -- . nc.cfied or drilled wvith holes far r than 1" in d:ameter. ' !"s / Tl 1 ,i }; t'rit � ;;;? •._--•-••- - ------ --\ - _, r �� t. a C �� : • ,=: !! ► t -- j �'?a r... :;H .... p prior' to call:: for I. All rafters she►t be ♦ �• i I T - i tit ,j ».. , 'TM'x"' s-•-----.. nolchod to provide fvH bean , t ,; I =: GIs r i' I:tt ;.. ,, .. , .,,1'. ipt /M'1�7 at `.j J*/ it Ir 1Z t•«•; lot' i i i. • "iupporls. ..' `� • .i'i/�-✓.-.NI I I i{ I � i tUnt:12• ., �It i t: , f}i.:;; r , V. i'. ,I • • • • J. , I , The r '� s, �� a �� a � -� e ends n b shall bear ,. _..t; • 1 I . I • �; ,,.0 foundation n .� � on not 1 l all lri teas i ;i' v than sr 1 tr2" on . I �� ; I �i »...,' ctlon � wood Or metal � -� ,' I'I �� - , Ij �` , a .: p Or 'C CC fµ •. ) � � l stir �....: � 'f� � . a '� and not less than 3' on masonry. The ends or tip beams or girders shall ' - "' � %:-; •" '� � T' ;i � , I ' 1 �. 041 - ---r-- _ •gi sal I , I-- <; ;l 1 �;; i`�Y furthcc' construct bear on not kss than 3". i % M . c c W ' � ;I �i : t st'l . r ` , E i,ion K. La all fists �� •i , _ a )"! , :t I , g p 3" rnintrtnxn 4 1 �. i �Y: F ---� [11� ..(2 maximum) et at1 Interior bearing supports. , %. , , t� •r I { I oL 1. I I ijt ;V, !IL ' J .�• Y L Mud sills and boards 'i I / ) ; V I I, �,i' I I I ,, ,I ,I�ilI�a 1, I i .i C . _ ?x d concrete watts she" have anchor bolts of ✓} •,i I IRrAII"' i;l I� I _ ri I' „ � , the f , j _ \'.c:;% r C . V? Z the size and apac;ing shown on drawings Each board shall be . %i % 1 A - , ;:, _:, ,i �, r I r��j!' > secured with least two bons and each r " ..� i ; " • _ -- ;� ,,- ' I' - °I �� it i , t I ,,,�, --- _ V a d shall 2 of et!sctn end. boa have a bolt within 1 �,r. r' r f t- _ t 111_ I . :, ..14_ ;) � - '�' 1 �p •.-•,� r i; �� j ' �; 7 . e e •�� Y "� �I1 �" 1, _I ( i „ I i' I •i M H . rd Provide double tram at all roof a _ _ !i i ! ; L, It 1, tl i - � �k: . I _ unless noted and floor dhAphragm penetrations, �': 1. r ��/ I - t „t_____--_ - j. . _ • . '" .� ` •' V o Ot+1C*wMi�9e On er►s . - _ � �J I' . ► -•r-i 'TT '�7" - •,y - v '`'`"�� . . �- -- N. Contractor ante p*bvida ed quote Dracin 1 I - . u' J • ,,` a r--__ _• i7 `, :: - ,r, z• 0 • ♦ ,,- t�� • •,e >I g or otherwise support all i r - > ' , i iI'll . _ r ,�,i - • . _ - �, 1. -K- I -It -- C � 'g portions of the structure until a" members have bran permanently joined , ;-•4' - T • *,;•, �,,,�, -,._% •1 .-y- ��--- �.� • � `_'r -- - •- _ together. ' �/ t 1' - y �• "t' / r' : a.� . /� ' -- • �l� • " .� '� �i Syr .-,;:� '?�- O. All roofshedesignedG. �•...,II - '� �• • •- '' , manufacturer. Submit sealed tn» _ - ~ `^ s engineering drawings to the local !.; /� z - �� ~`r� �,_ I _ _ -:•'`~`" -•- -I .1 � t Build) D rtment indicating _ --=_1 . - oeq •8. Building spa eating br�►cing, etc., that may required. -- i �; - P. An wood in - � i �' - X 01 1 permanent contact with concrete shall be pressure treated with � I f` - ._---�, --z:--,- " + •0 _ a a water bourne _ _ - _ _-_ - - _- ; preservative. .r -- -_-_ f -: - -- --� _._ _ O O All mechanical holes through any st*uctui*at member shall be at h ___. _ _ � �-` _ - � - �- _ - __ ._ M the center li _ line of the mom/ :;; � - --=--- 'I �- - -- _ _ - - - _ -- - - _ �� t ft- -:: OO comptianee w"he latest ed;�ion of the Wood�" -�- '' �t -,- - ��-� --_- - m ei U Structural Design D>t ep�edticr.'ions. - - : - i ( � /I �_ - --i �---, - _ - _- _ "� - -- - - - "' � ; _ - -- - _ - -- _ crabs _ - R. Alf on grade then be re�'o+'ced wt',h 6xe 1 welded wire mesh - :"�=r ' l �� % "�.= ._ =-"_=--�� = � - _ _ `--- = - - r - } zj_ _ r- _ _ 3 'CUP a 00 An solid sawn lumber shall be a min mum _ _ ^ 1` c `" _ = r r� -= - _ - - - ----�^ _ - -=L �: e, tv �f - _ _ _ __ 1= um X2 grade a or better with a Fiber Stress t I rl : _ �- _ _ -_ _ _ -- �'� cC `o C'� � ._ u lo Bending factor (Flo) of s75 psi BASE VALUE�nd a Modules of Elasticity of . '.'� •� . `` "{-�" ��-- =` � - - _ • - , - - - ' - � - 1,400,00 psi unless ott�erwi Solid sawn lum tY ! E1 ��": ; , t jl ?- - - _ - __ ; �,- - - - _ ^ - - se spea'teC• ► ber at visually exposed 1 - --- . locations shall be of a 'Gear r s = = _ - _ - - -- - ---- �� L .� �, r� grad tt flee!•. All lumber shall have 8 moisture � t .-�' _ -____ - _ r of no more there ►rimer accordance -- 1! - content19�6. r shelf be graded in with the . ; F -�� .:•-. • . - _ = - - _ __- . _ .., ~ o: c'-S•3 Western Wood Products Association and/or the Canadian Wood Council. ='"•' ',� \�. :�• - _ _ ___ - c c "V. h �o-cn 0 4� >'L� Q0riExr-'r,E A. Post, Beams, a Headers '� �_ e2 or Bolter �� f. o � i?-x B. Floor, Celtt•sg Joists, & Rafters #21. I :3 0 I; o r1©�t1P. . - Mpg - 11 --• c t! I_ � N � �� T n ` as „ �SJI C. Plates d Blocking e2 � �T� , �, 9 �, N + O .. _ Gov;`§g�L . rh P. 0 (I L O Q ,� F �, _ D. Sill, Exterior Deck, a BalconyA Copy 0f i-,ts Endorsed � Z5 Pressure Treated Plant Must B - Kept 0 •4 - Components C �n Site, � •�. q" ` - E. Studs St.xi Grade Dunn '( IM4 'ral n ',+ "' �' �~ Date tu0 &a �f :. .90-0 4 F. Rao) Sheathing 1R" C-D Plywood (32116) with 1w c o �. inter ior/exterior glue Y iis+- OUR DRAWING MUST BE KEPI � A � r� r} �. N. Owner is rE's{'Ionsibid for site frocatlon of .,11 I„undution and slab p�;nt,t aGon3 AT T G. Sub -Floor over Joists 3/4" T&G Plywood (i.e. sewer, water, u Fund ,tt�1iN V/AT1CN� HE BUILDIi i'= E _ n'>efVr Pc�wrx conduit stubup). PROGRES NIG DURING THE S 1 99 J a rtl I. Stair area Is and risers shall not exceed the code required maximum a^,d/or OF THIS WORK. Q .. H. Gfu-Lam Beams-A.I.T.0 Indust -a' Fb 2400 psi, E�-1,700,000 minimum dimensions. ��-F abovs finish boor JST i „� Grade with dry use adhesive (we! use J. All stairs with 3 or more r'aers must have rode compliant handrail '� CIA architect (ural) BUILD�, IV W for exterior use) • • NG nETIRTY:117,vt K. A vapor-permea.,�e air infiltration barrier is to be installed between Vhv wall LAM laminate (d) 'r `. � T � 14imcou - t� e ov,rn of Da.:Moutb 5 -0 g, o 41 3 sheathing and siding. B'Sltl base.•nent LL Live Load -_,��, m 1. Laminated Vermeer Lumber (LVL) Fb ?600 psi, E••2,000,OQO L. Prior to sta-; rl� construction, the user of these plans must verity the - � ".1I� • _ IiaG ,_ r o to bearlrtg LVL Laminated Veneer Lurlit,. r _..._•-••,." ` o - � f3 - 8 v availability of all manufactured products suggested or specified, he,e,n. liu boe,rd MFG manufacturer e � n a m .,,. l DOOR h'fOdl^E<'3*�flfT'S - .. f,A. AM manufactured articles, materials, and equipment shall be applieJ, BL.DG building MAX maximum %>ON U • s Qe � 0 0 tNSP BE So' ' pEpTM ' � n h t mstal►ed, connected, erected, used, cleaned, etc., in accordance with the 1:3M bedrr MECH mechanical ECTI � C`a c �' .. A. An wlndovrs are noted by vrincfch► x1+eduk m Ian and devati0n wilt, - QN rS RF'�UIRED QEF o ',� c P 1 manufacture �s representatives in writing. MIN minimum TH" specific manviscture• sNection Ow•1l�• Mr',,/Or Oontrvctor N. Structure is designed to carry the toad of corn , c CONCR2T IS POURED.- b3 .� OUREp, ] c v'� Contractor must ve�rf!y O* required rough fryers - composition root shingles, or Cad cabinets I � - � � °I�n�• shakes. St�ourd substantially heavier root materials be contemplate, then CLG fig NO number �- «- Ceir; SUtLDING o 0 0:-•- s d B. Bedrooms and s►et'Qi^9 areas must have at least one window with a stN the structure will need to be redee;gnedcordingly. CTR center c r D Y� centered E ARTM;EN7- n e height of no more nan 44' above ne floor wt'Ich will meet local code egress O, An glass within 12" of a door and/or 18' of the floor or a walkway shall h CC center O :f wn of Dr •mou - .� requirements. y have CLR ce to to center O.C.oon center th to o e tempered grazing.ro .n as cLI c C. All windows, patio doors. and doors w�1 glass shall be double lazed, clear (ance) OPT optional _ g P. The contractor is responslb►e 1cr provtc,nu �,,lupuate bra or to otherwise CONIC concrete Insulated uni�s whGti wood or slur �inum frame and sash. D. Exterior doors are to b! foam -tie insulated sleet doors unless otherwise support 0 p s of t'he structure until aq members have been permanently CONSTR construction PEN 1 CONT P ywood end nail noted_ continuous psi pounds per square inch i E. All doors between psf } ,•,lr ga. a?e and ►'wing areas vha11 be one hour fire rated STUCTURAL h� `SCEI.I-AME-OU5 I%-TAL P pounds per square foot e� w� 1�J4• said wood mom or ode d Architectural Draws n g Index ( approved equivalents) wi;t, self Closing meche�s n.11 penny (nail size) y. DL Dead Load OTY quantity CS Stuctural she Cover Sheet / General Note .t `� pas, bars, and ales shall DIAIa S <,: i Pr tx st1,Cl meeting American Soeie•ty for diameter k""�Yi.LAlt':Oil3 Testing d Materials (ASTM) standard A36 P. pe columns, where shown on ORY1G drawing REDO required A-1 First Floor Plan / I - plans, -shall be standard weight meeting ASTM A53: type S, Grade B. Design O lion La OUtS ,,,,� 11, ?.0. rough opening y - - - - and fabrication shall conform to the latest eC lion or American Institute of Steel EW ' each way - z . - A-2 Second Floor Plan / Cabinet Plans Heati IaduCt ms da�be viSed by the Plumbing contraclo+ Construction (AISC) specifications. Ex sad w,�! ELEC ns TOWN OF DARTM r O ; Po cis shalt be ground smooth and electric (e1UTH nUILDING DEPARTMENT O ^moo ng a'7" or &vw'rW shall be provided by the Heating lush. Reinforcement Shan be bent cold and snail not be we! ELEV ) S.C.SCsolid core Ventilation and Air Condriorr� corn, -actor except wig cr�t welded. All items elevation SO square A-3 Elevations / Window Schedule secs those to be ertCfl± edUle This plan has been reviewed and accepted ass record copy ofwork ro ose e-- ` ` B. Neat loss or energy t»e caiculatbns shth be provided the head cooling with rU•t ^� concrete shell be shop painted EXT eX1L'ri0r J � contractor or other pNessio�al is r prtrrter• Erection shall conform to AiSC . STD standard - C. All fireplaces squired by rc9utations. �eclf►cations. STOR A-4 Building Sections / D to be performed in compliance with 780 CMS- 6TH Edition . The owner, O .J ` eplaces will be U.L r storage eta i is a li , ' � � ,{ FIN pp cant/agent and/or architect/engineer is rOPonsible for insuring final r f Ze'O-ClCaranCC fir ! • �• finished S - Basement s e m e n t F compliance with the above -mantic twit ' metal Clue, U.L approved sic a•rrs!or epraces with triple-wal CG,.. LECTORS A FASTZ'P�{LRS FLR floor oundation Plan / Details above -mentioned code r. hstanding any errors or 1 t '"I TbG tongue &groove omissions in the record plan. An change in weer, lice � . d � �^tY cap writh pahrarrzM rrrn � y g P license contractor Cap. All fireplace Ope"�l• shall b,. FD fl00r drain TYp s-2 Crawl Space Found or engineer st be re orted to th' Wadi o0 t �ovcded P^fe'd Q'as� doors. A. All railing and lastenin shalt Corn ' FiG typical Foundation Plan / De P ffice im. ately. An Chan e in M tails y g , V_ { Provide outside corr�bus'ion air for f'r'.�t'ces, wr-)Od stove, and liquid fuel g P Y wit•, t aVicabte code's N.rl footing plan must e s Omitted r ed t of is in Fastening Schedule (UBC Taste (25 Gj, i3OCA a FDN S-3 Slab Foundation Plan /Details t1hPIsati ymanner. heating apprisnces (U.B.C. 3707(t)). pt�endix E). foundation UNO unless noted otherwise rn �I' ��"' Q• Alf f'u�h beams and girders shad use jo;,l harlg?rs to a , I D. Smoke detectors shalt be corme�cd ►o novae power (with bait beck support atnit;i'9 jois,s AI Signature / 1 I ,,;�� required by local code and an amo+re detectors rheH De lr,tercon�•cted } if and robe's' GA gauge VERT vertical S-4 ternate Block Foundation Details �t ' '""'" GVY6 8 2000 E. Tub and tublshower erx�osures a'e to have 1/2" 'rater resistant gypsum . gypsum wall board _Date _ � °�' �. r`'��'`'tiQ s-5 Framin Plans -, - - - - ntr ----� --- 4.1iboard and a hard, mow.. ure resleas # .*urfgce up to C'-0" (min) above the moor. WC water closet /: d F. All exhaust fans, r NOR header .. � .. range hoods, and dryers shall vent to the outside through lnSta't lashing and counter -flash) o+?f, .., r. „ W (steel section i.e. VY12x5j O ) - t sheet metal ducts. Gaulle around a" "g -9 i, c;:� �pn . � met,'4t or aturrinum HORtZ norizontal V11 with .rs Penetrations throtugh exterior envMope, wherever diss;m:!ar building materials 'oln or intCr hose bib11 g 1 s tat the roof of tt e �.ructure. - I) G. Provide 5J8' type •X• firs rated WWM welded wire ine�h } * ` CY'n'um boc*rd bc'!v+►xr1 pa.243 ar►d I' This includes a�' int!► �� H� � aft ^ sections of the root wi,h vert ;;al wails, chimney;, end WD t• areas Induffng f��>`� o�++nga end under all M,a;rs where a'ora O" is d3rmers, and as otherwise shown on t'�e d�aY,;^�s F! / wood ,i avallabie. aching ;trust a so be 111T interior < i 1 rnsta!!ed above windows and doors, and a! a't horizontal joints in sheet s d:ng- o ' ', F-7 1 . GUTTERS A'.!VI shalt to made of alumin_n or as llr,.11ae shown'on drL,A*,-.gs• Gutters should be s,••cured a minimum of every 4'-0r with approved fa�t,�e•s. . _ - • _ . A IF L 0 OR FIN IS HE S UNIT CARPET TILE VINYLI ENTRY X LIVING ROOM x KITCHEN FAMILY DINING FORMAL DINING STUDY/GUESTROOM x 1st FLOOR BATH X LAUNDRY x MASTER BEDROOM X BEDROOM 12 x BEDROOM 13 X MASTER BATH X 2nd FLOOR HALL BATIH X SITTING AREA X STEPS TO FIINISH GRADE SQUARE FOOTAGE: lr cr — -- — 19' 51 73771TOTAL LIVING 2356 SF 'j I L F LUUR IZ_ J U J F 1,_ ______ _ __ _ IIX GFI 4 \3 GFI ___ _ __ ; /0 2 n d FL00R 1120 SF GFI',',' 364 HW GARAGE 659 SF 1 ,2`__ _ o 30 DISP. Ir PORCH 86�------ SF -------- 00 1 5/0 220 C I I Oki 6 z C f —4- 1 C-Ij - - - - - - - GT I I r Y 1236 SFBASEMENT00 ---- I G -T—, 7" C—) % I % E m Cz ca- % L_ H 0 M E SHOP 1 C-4 % r----, 1� 0 0.0 ��: FAM I LY I t GFI 0 M W 11 1 1 r I C V 0 L 1i Ivil E I -------- 2 x (CONCRETE SLAB) 0 0 [Y.J L L D 0 IN t cu lie 0 - D I N I N G % I in ATTIC STA�R Cz K I TCHEN L -------- _1 "., 1-2-2 '0 THL L I V I N G 20�5% SF Cm E C %_ 0 1 81 211 - - - - - - - - - - - - - - - E 5,0 cr) i_�fj %1, 1 1 Cz I C:)- 0 1s� F�00R 11007 SF 3/0 cw CZ.2 ___61 711 ------------ 2111 %% I % -------------- ----------- % 2nd F LO OR 9350 S F i 11DS 36 1 0 1 Z 0 1 Lk, — — — — — — 0 0 % %. r a "0 ,36" DESK' ul— ------ 16" SHELVE S S .- % 46 C laxC-1 03/0 PLC=,, LD E a) a0) •itmts •0 Imm •toint -0 •iimis all: •a goo 40M •6 •afta d� •a —ft 8 dmft•••rr_• 0-m 0 &M 00.00 .0 r 0 � E a- r- 0 C: W_._ .F1 T 1 0 N__ 2' C R A �Y L S L A B 0 P T 1 0 N .0 scale. IV4" :-- 1' 0" scale: 1/4" = it Olt cp • c so Cu .- C C > 8 aa u ch C;) _ �� 0 04 U a) 0 V C 0 30 0 0 r ) I L 0 JE L E C T R I C A L SY M B 0 L S -S-1-NGLEPOLE SWITCH THREE WAY SWITCH ____ __ __ _____' FOUR iAY SWITCH DOOR S) W 1 -1 C H 2 20 V 110 V. DUPLEX OUTLET ka--- =:Q-- �-- GF I �z W P 110 V. DUPLEX OUTLET - GROUND. FAULT INTERRUPT 110 V DUPLEX OUTLET - WATERPROOF COVER =Q= 4 2_1 1100--V. DUPLEX OUTLET - NUMBER INDICATES INCHES ABOVE FLOOR L I GHT Rl RECESSED L IGHT WITH LENS RECESSED CANISTER (CAN) LIGHT WALL MOUNTED LIGHT (OR WALL SCONCE) ------- FLOURESCENT FIXTURE EXTERIOR SPOT LIGHTS - DIRECTIONAL EXHAUST FAN EXHAUST FAN WITH LIGHT EXHAUST FAN WITH LIGHT & HEATER 7 PHONE JACK lz�_ BUTTON SWITCH [CHI DOOR CHIME SMOKE DETECTOR C CC BATTERY BACKUP INTERCONNECT O "IDisp GARBAGE DISPOSER ti MAIN BREAKER PA - N'EL - VERIFY SIZE & LOCATION METER BASE - VERIFY LOCATION E_1AC A.C. BREAKER (VERIFY QUANTITY WITH A.C. CONTRACTOR) 0 110 V. JUNCTION BOX xCEILIII'G FAN (WITHOUT LIGHT KIT) t x CEILING FAN (WITH LIGHT KIT) I J tf C 4D 4D 'R � (n 'm LL.m cti 0:, 0) C) 0- < CL-0 (1) (r a: 0 0 Cu JTD .2 -0 0 0 m C) ' :o n:3 tot,= a) 0) .3� _.00T W x =3 0 C13 (1) C C E M-0 (1) or 0 0 CXT) W us M . w -�;� 'L S� CEILIRG >1= C C� -a zu m VIOMETED ONLY. fa-) a (n -C Ou to 0 00 q a W Cn cc -s? c — C: a, C: C,0 0 Is >W C: CK3 C (nU :U3 _j -0 8 mocn - "0 -1- 0 C 0C 0.s 75 cp 0 -o cu M Cn O.C— C 0 0 -00 .5 �6 C13 -0 0 Cm < 22 C13 0 0 —0 C m C.� -.- 0 C13, CZ C —c0-0 OE 0 0 = (D r, (2 -0•2, 0 C CO := Cr >% 0 0 0 =3 C 0 .c to L_ Cc b L7 /V TYPE "Y" GYP. BOARD ELECTRICAL NOTES: 'j _K 1 71 101 ON HOUSE. BALL CEILING SE CDI NOTED ALL ELECTRICAL OUTLETS TOBE I 2"ABOVE F IN ISH FLOOR UNLESS OTHERWI it 'J�P 8-112 EQUIREMENT AND LOCATION ------- PLANS, CONTRACTOR TO VERIFY R IF NOT SHOWN ON FOR TV, TELEHHONIF AND INTERCOM SYSTEM E D 1) O R C L-VERIFY REQUIREMFLOOD LIGHTING AND ENT FOR ADDITIONAL YARD LIGHTING, r SWITCH ING OF THE SAME 0 —7 'DICATE SUGGESTED CEILING "FURR DOWN" SHADED AREAS IN Ca B IF NOT SHOWN) VERIFY LOCATION OF A.C. BREAKER, MAIN PANEL AND METER 0 -1[PS TO S BASE FINISH GRA-DE CD CD _61 Bit 7 —7' 0" �--21 4 4 4 011 0 1/2" 61 2-1/21' r4i 011 f"Cills: DIUFNISONS '1`)h06N 'ARE FROM THE EDGES OF FRAME WALLS OR CENTERS OF WINDOWS co 1112, SIDEWALLS ON FIRST FLOOR ARE 91" AND SECOND FLOOR ARE 8' 1"m tea. EXTERIOR HOUSE BIALLS, INTERIOR PARTITIONS AND GARAGE WALLS ARE 2X4 STUDS AT 16 O.C. C, INSTALL 6 ),Ill.. vAPOR BARRIER ON INSIDE OF EXTERIOR WALLS, CEILINGS AND .0 UN DER LR SLABS Or ALL HEATED AREAS U l� ►' I L_ i ! I ITROL NSTALL REMTE N GARAGE DOOR OPENER AT OVERHEAD DOOR W/ SWITCH AT HOUSE "C O DOOR FROM HOUSE TO GARAGE SHALL BE SOLID CORE, SELF. -CLOSING 1/4 1 W( 1hr FIRE RATED ASSEMBLY A L FRAME OFFNI"GS SHALL HAVE 2-2X12 HEADERS UNLESS OTHERWISE NOTED. THE L.F GAALINGf ROUGH OPENING 11EIGHT SHOULD BE APPROXIMATELY 6' 10-3/4" CO., INC. as MIDDLETOWN, CT TOPEKA,KS PLAN NC 2,4.04 SHEET Awl 0 0 t O 0 1 , 1 , . + 1 ' 1 1 , 1 , 1 + + 1 1 + 1 ' 1 , 31 all - — 14' 3" 12' 1'► ----_ �{ \-'-•`RT'"1,"PI"`sa...r°.,.•'e..^asr:iv^rw•...ac:- ca4>✓t'-' ^q+"/a+., , L -- - C-/'ff• -- - �t'--/{-N 1'. i J w , J i t ♦ .1 1 1 1. ' ♦`` ; D.Y. G C --- TT 33" VANITY " S i IK BASE 11 21" 36"X36" I xJ 12" SHELF 42; -- ------ - 33 VANITY 1a DRAWER 36 X36. 45 BASE 3E 24 D.V.. 32"XEO SINK BASE STACK SINK BASE BASE L.S. ----- „ ; GFI 'i -_ - _ L.S. OPENING ' - _�� TU8/SNGiER _ ---- _ __ BEDROOM2 II 11 ; ; 33" 16" ; 33";GF i ' 4-------'------- `Y 60 X60. D N ' �� % - 1 1 ICV � r ` + ► 1 1 1 r ' ♦ 1 1 1 ,�-----�-----------------J 1 t 1 - , O M C Z o O '> J o O CL a >• am C 3 , om � C v a O W N ' _ C J N t0 1 I _cu I 1 x tt) r- 2/8 POCKET o O a Oro C-a) 0 �, j _ z O S �? 1 r� ,' r - - o C I 'U QJ -----, d I Lx.J 2/8 POCM;ET 1 cu o 1 - + 42 GF c In cot= I a� ,'' � ._ - - ----- - 51 511 5 t 811 C N E n E c ' 24"X60" ES .SE %-.G I LETS -_ = I i - NETS �% 36 EXTEItG�O CGJ,�TERTOP _ - ----- - • — — — CABI ,,___�tH u� 1 I I II ; N rri ��` ,FN U�'`°� a� MASTER BAT' ' 38 X38 r�1 ^I t[.' .-, 1 t OJ � - j �— — . L'r~•a I E�• aa•• •. 7'�' ' � _ _ �r _ i x I I coo 1 it - 1 ------------------ ----� 0 4/0a) C 2 8 ' ---- i ; , • - ` ca 0 p ).� t11 C " I u / I - t RL _ _ _ , _ RL , , o (L o O O 3 L -• �n t " w �,� a 4 - 1 / 2 5 7 --�.t� - }- , - � M 0 z7 c a� 1 W 5 T 1 1 ` I L in m PLATE VIRROR ABOVE 1 _ a� �o •cE w 1 >c> a ------------ - ' 1 , 1 C o �. O - o i .D ------------------ _------- t 1 1 - L°> O 1 � m - - _ - °4 a G� V iiTT , t I C --- N c 1 � 4 --- C: ' coo ------ , . •� ®; �,� Del Q0 0��o ' I DI1STRS 1 ✓ o _ ` o 30" VANITY ------ , SINK BASE _ 1 STAIRS: _ S BEDROOM #3 1 36' KNEESPACE ^ --1- TREADS - 10 RUN DN I 11 �c� '` RISERS = 16 EQUAL 15 En�- ; HEIGHT 1 BATH CABINETUPSTAIRS► - scale: 1 2" = 1' OilI =� MASTER BEDROOM 1_ X24 PANTRY 1 (VAULTED)X, 11 9 60 X30 N 1 36"X30" WALL' S ITT I N G AREA r , V/ DESK ORGANIZER CALL I 2/8 _7 2.1411._ KITCHFNI, ABINETJ 1 1 5_1/21tUNDRY ROOM CABINETEA_ . sca I e : 1/2 " = 1' D" scale: 1/2" - 1' O" 40' 0" 2 n d F L 0 0 R PLAN 3BDRM 42142" CORNER SINK BASE 1 1 1 1 1 1 tk W 1 i ' ' z ' o U ; t d I LJ p 1 I + 1 x w ' '1 If _ Z W a_ 1; i I, LAJ 1�- o aim11I1 = CIO1, I; zo- N -------------- t 1 1 1 1 1 1 Is.) N Q 1 1 m 1 1 1 _ N 1 1 i 21" BASE 36" KNEESPACE DRAWER STACK 0� 1 , ' 1 � 1 1 � � --------;-----------------------I----------------------� .-___ , I 1 I ' 1 1 1 1 27"X30" WALL 24124113011 VALL L.S. I r 1 i �` , 301, 36136' BASE L.S. - --- .-�. w 0` C:� 0 _ 4 W ate ` x cn o i � Ir c� d .� 0 J y x , W W ' 4 i t / m , c:"p _ � r 00 ( 1 X •— / pf7 l - , 1 w _ U: i L_ 1...J L--) 1 x / = III 1 I 361, BASE IfALI Y/ DESK ORGANIZER VITr.NFN CABINETS (OPT I ON �2\) scale: 1/2" = 1' 0" PLATE MIRROR ABG'1'E 0 0 I 30" VANITY SINK BASE D 0 111, TAIRS BATHI '!��' sca I e: 1/211 = 1 1 CI11 I;tiTE - C, I VE111 SONS SHOWN ARE FROM THE EDGES OF FRAPE 'WALLS OR CENTERS OF W.I NDOWS - SID��ALLS• OIL " NNE, SECOND. FLOOR ARE 8' 1" �` F i RST FLOOR ARE e 1 htt i - EXTERIOR HOUSE WALLS, INTERIOR PARTITION'S AND GARAGE WALLS ARE 2X4 STUDS AT 161, 0. C. - I INSTALL 6 MIL. VAPOR BARRIER ON' INSIDE OF EXTERIOR WALLS, CEILINGS AND UINDER SLABS OF ALL HEATED ARES - ALL FRAME OPENINGS SHALL HAVE 2-2X12 HEADERS UNLESS OTHERWISE NOTED. ROUGH OPENING HEIGHT SHOULD BE APPROYIVATELY 6' 10-3/4" - FURNACE FOR SECOND FLOOR SHALL BE LOCATED IN THE.ATTIC SPACE - ATTIC ACCESS SHALL BE LOCATED BY OWNER APPROVAL scale. 1/4"--- 11 -0216 1I / 8 Ell -------------------- S ' I ! 1 I , DNSTRS {� M D Il 1+1 1 1 ` 1 \ • t 1 \ rN \ I � t w 1 � w BEDROOM #4 R� ' o , I 2 n d F L 0 0 R \, - '• 3co°)oac �� u� .c`aCL 3 C o>,-tD 2,w '• o , U 0 .0cncc o0roa� - m.c��,00,� .G C j> O `- 0 0-300cnpN �+ c lv a) t cow= ...J On .0 C 0) Oa'p ..._ CO ®cc Oo.CU t)0 U O O.t'_'-' a) `- to `- .00c'30C U"D.COU•� �.Cm-Octic�0C ocn�Eso0E �cn•-=0o� o�or•=3—x= wO.cCwa)c�ai F c N+�t/1C=,CNro no7vmo.NQ,CLIn •-�NL`CO (U ' ccr_ O N . COc13�U?0 lM Cn u=a)o -a)rv7e �:.. O O L � to �.., (A U In Q' 0=1Is - ; 1� E o o N 0 0 0= O coVco_Cno C'E � E .0M.Eoa) _..DN -oE=�c'ou:-%F-z In cCO N 2tJ > O"O +- N InC'- �� o�F-oo0 c :310 moo m Cu NC oc�aic��v -0Im ODU '-o—,a�=oc"o o c o �L ~ td.000C+- -►-C �O c0 � cv'E�ac«v 0020-o mw (I) � t0 -' • - Cl) C CU*InUnto►.mOItl P L A N 4 BD-RMCZ scale: 1/4" = 1' 011 r • J C3 cc •O d O CL CL am c mm Cul'OSITION CONTINUOUS RIDGE VENTING 31 O" � A 51IINGEES ..-'"' _ NOTE: - EF.ST 2 FEET - _--y BOARD HP,II EX►END ATL _ �.. _q 1�6 FACIA �..'-�lx4 FRIEZE BOARD CHIVNEYS S , irE BUILD l _ -''- -- ER THAN, Ah7 PORTION OF _ HIGH "T SHALL NO, "` yLi -- - — T F�.DIUS 8� 1 � al wITH1N A 10 FOO- GINT WHERE LESS TH"'ASSES T[??000H THE F:COF.-____--- CH I VNEY P = 1- —�I — - -- _ =- ____------ ==--------- F I SHS C ALE S 10 [ N w BY OWNER AP P R OV r ;L -------- = _ _ _ - - --� — - --- ---- - /� r C LL N wo C 0 C12 1x4 CrF,,ERS / �� _12 �, _ -�- \ ___--______ /�� OSETTE d R DL 0CYS TYP) c° CORt E ( w F E B AR 8AND ?[EZ O . p �— — ' 6 x 6 R o nin C FLU TE R CA(YP) E E11 r.l _ �--- ----------_-....._._.. G TE EX RI0 1t G T . C S I D I I; CL G E F E �E / -__ __ ---__- -�. ` - - - - =--- ----- - - -n c °'C, 12 pO-r- �v n.-j n 3 1 I __-_-----'�. 12 1� •o a� �, v� G i - - 1; 1 l M -- /.�I - O C O L_ so O c� ---- Jt 'I� , .i�1' __-- --- - I i i�1 --__ 1 li. -- C - =�_ / ��- _�\ \ T C ►- .. -- 1 ' -- `�"_=-_ 1 IFes, �� ,- I C c a o 1�CL 1II -_ �lil d •� -1-c. =�" ---- - --I •! ;I ' ___ _ __ 1 it_i 11 - -- U -__ _ --- - _-_ O _-�— f /. __ - __ _ _ _- U » • o 'c E _-=O o Q O T O _ - - -- ------ — __- - _ - -_ __ -�= - - -- -- - - - ----- RD - 1 2 - -- - _ - _ - -- - — - - u _ _. 1X6- _- O U 4 /� -_- - _ _--_ -_ - -__ - --- --_ -- - - - - - -- _.- ----- - ---- - - _ — - CD --------- - _ - r _ _ '-- - --- -- - -- -- _ _ - _ = _---: _ _nf O - ..:.::-•.a - � � i',1 11I �l I � - �, ; 1 - - I - 1� _ _ �r - 1. ; �,__ A ! I' ---- i _---- - o'er z c� U c° �, � a� - �!�;�� • � •� - � III �'I' 'i -- ;i' ---- -- - I _____ - - _"►- � � o " �, w �,� z 1 �_.; ---- '. • i r '' I _ I� - -` T : --_ �''i I ; r�. I I ^- r-'. -- i' A i -. ----__ _- .,1 -_ - - =•� �' 4. ~ O 0 J -� �, r �_ ' 1, � r 1--- �__-. l - ,� . 1 ► 11. _ � � � __ � �� - - _.._._.---- I k --_ � ` __ O U W _ - 1 C I,, 1�--- _ - II I _ Q= ° �U - G'q pc.�T I - n�� i - r_-. 1�j I ----- i; - - �li p�� j `� O > Sn �'0 G O r -'-�_ ---I' I� �_ � �, I` - FIN . V I N FLR . FGa F:F,IL in Eco s �"1.=r �_; I -- - ��',�'I,-i _�-_� r ,il •j',' --- !� ( _- ------ �: ------ - - - ~ �. L V 0 5,vo C o Ctf TOP OF GAR SLAB Cr ° G o o .N U - Z I o UL _ - ° _ _ ---- --- _ a ¢ o ro N s-_i--r�_� COURSE Co Q'`• - `r vl`:.� T� 1- =u.' �` _ �- `f 3 1_ 1�%S_., i�Lt►..�-"' -- - __--- ✓- O V O C M�IZMI=!j o r U'L<r�1-� -�\ _ - -- _1 �- - a Cco o .�-I_�' - Q�.o (Li ° N o LW I CE PANE (TYP .) o N o E t -- N � oaN_3a�X� OF STEPS TO 6E _ -- - - ---- - -� Dt_ ERU I till BY CPA, m° 3° z. G c- E (NF,!�ORAIL REQ'D fop 3 OR MORE RISERS) _ � - ro E _ -- � �a �rn'ocvo.Nn_o)a , f `°'w`o6s�� T :6 0—S m T° �- - ___ --- - -- - scale: i -—�•�U cUU Ln CJ- 0 ? C O��T �C IYEDU IJ 1. I NSTAL!.t. 2" CONTINUOUS SCRE=EI,E� VEr[� OR 4141U1A11 Q �, N N F L T E 2 RED"!ARKS SCREENir_p VENT IN SOFFIT UAIt�TAIN A 1�ItJ �, c o �,.- ° }Y I N I AiRSP�3CE BETWEEN THE CEILING INSULATION AND v�, o - c c P,OUGH OPPI I NG TYPE RED GLASS G oU G o 17 Q)-0 STOCK LIO�d W TEti�PER _________-_ ROOF �;HEATHINc. `° '� `� ��' E U11IT pUAId. _ I11 pU SUPPORT I�UL IGGE VENT G c�. -3 4 x5 9R_--- - - , SS — OUVER VENTS AT GF.81 fS OR R ° °' o - �' 2 56 Tw' I II ---- 5 --- p1' 1 EMPEREp G_ L__ C' N • r, __ _ 24 - 1 _ g11X5' g-1 4 - - _ 2•CONTIlil000S THROUGHOUT. va - `� 3 2 �1---- --._1_ - ,' - LOCAL EGRESS CODES _- 30�6 -- CASE tt 1ST MEET RY OPENINGS. 11 OVER VASO[� in C c � C ` B -- --- - 4 g X4 -1/2 _ - ----- LOCAL EGA CODDES --- C'W?4 I " k, - _ _— -__ � -^„� CASE ST�1ALET-___--- ____- --- 3.INSTA[',.L STEEL ANGLE 1 ItlTLIS o 3 � o f- o a� v3 ~C — __ ---- - _ 3 8"x 4 - I - - - -- - - •- - ION -- SIZE f1'ER LOCAL CODE. 3 �,� rn --- --- 4 —2 -` i t SUP P O R T ICI U L L __---- .. s� 12 G - D. Cd►1 5,1-1 "Y.3`1�1�--- DH - ----- --- -- STEPS TO UETtI�U.Ii[t[ L t0=�i5 --- --- - T - -- - _ _ B E E Y GR D rn n� ° up E _ - 2 4 21 _ - 1 2" _ I XE G - --- - 4 .I'UVBI R OF ST R i SERS. "-- ' D FOR 3 OR fd,ORE � �' -- - — 3' 1 2"�:4'_ _� - --- �[iANCIf?AIL REQ 2 -� - 11 - _ __ _ __ o Q, c Q t o ai E --- �P3_ - - _ --- _ I 11 4'-1 1 FIXED ------ + - - -- C P 2 -- - - 4 �.!? 11 --� C ' - U Ei - -- --- - _ - _---_ --------- ° CZ `° °o N o c Ii_- -- —_ --_-- ----T- - - -- -� 1 30310 8-5i C11t � 13-1 s If BSV, o� °-0Z,E =Qro -� 2B1� o°a3—a3��a� ooc° o>,.a,v o'"oa�og'cCaocca in 5 ' 0 " r.. . - ' i y• it1J�S Li i=S3 (11 �f .. ■Y • a Ell . !�!• - 171 [ 1 i l Tt=T=1i'lI ` _— - ��,,ry L FA 7 rt.rr+�+P4- -- __ -- •-1 y3.Z-I._Lrly�, - - :-.__ .. - .� _. • ._..- __ - _- - _-r"_-"__ tI II71 r•1� i1S Il73,� __ - _ _ � _ -- _-i ��'-__.-,. �_..-> --__-- ---- � - __•.•-------- --_�-----_."-' --!�•1 atr=lt - V at il= lilT ✓'- --' _' - _ 'v� �. - ---I ` I }----- -} _-_- G ! i,iii h Cr_ ii3isliLii� ws_a* it �%` _ - l •'-- -�.,� 1 1 �'.''�- �'_ ---` _- LL-1-I t, -- .>3s-aTti=s-iistris.r _ - _ _-_- _- _ -= - •'.# � - �� arL7 - - -__ •----- - - _ __ !0 ,i'� - 1 4 rn Q1 1 7 era ." lj- _ __ __ -_ _ ._...___ _-----_.-"---•-• t �— ..+c --i+� I� � .--_--.-•-�-�-- �,r;il---j _-� - 1 I1' i ,�— , 7 t s 1•'i �._ � � � rt i1 , - _ �__ -- _-'__--_-_ _�-._•----. 11 �—(J t+ t ! � � unC `I '_-' �` _f t�.y++ {"'�� 'wwtT'w•—_—.�-��. __�f3 .� 1 - _ 1 � ' r � � � � � ._ . 1. t- ' - — _--_ --� 1 � � '�� ►-- ---•-- �--- - - .�- --1 1 -'_"-_- P � >�t :-.---Y � c ;j! . _-�._. •----'_"'_- "-'- i I (( _ _.. _ � --x__.=--.s.:.: - �- . a , � I 7111 a1411 D - _-• �%•i•...--—s-'_'----`-_......._- ---� __ _ _ _ - - - i r I r i A t : j i • I t� 1 r a �.. �- 1', �t ,I-�-_'----�+•-��-{� � , i_ �LIU .'...�---- _ 1 r r � .•r' �---� . -' , � ' � _._._._r-_— I ( _ L � �r _[SI r, I11.1i, 11 r r ` I_, 1 7(Uhl; �� , � 1--'} t s `F,-,_,,,_._.•----- _'_-_�'-_� _ - � �' 7 r-_ - .wl_..►t ---� r i t� 1 r`JL 1� � ` i a 1� r - - -- __ STEPS TO E?E � -- i ! :I:y .� -_-�•- �- _- - : - .. �F Q',� G � ►; D 1:_ THE LLTGARLINGHOI pit ERll I NED FOR. - - - ^I `, I V C INC . J F'R ti10RE F< I `.,El' c ,) (* T_— - I M�DDLETOWN, CT & ` -- --- ---.. -• T PEKA, KS �? I G H E L ----- ; 1 1 11 �J(i i t Gale' 1 g 2x1D TREATED PLATE ANCHORED TO PIER BEARS ON PIER AND BRICK VENEER 2 10 TREATED RIM 1 2x8 INSIDE FOR BEAT! 2x P.T: - LEDGER BOARD 2x FLOOR FRAYING RIM JOIST — SHEATHING JOIST HANGERS x 5"--T-F LAG SCREWS 16" O.C. 2 DECK FRAMING A-4 SCALE: 3/4" = 1'-0" r----- 12"x 12" ---- ; CONC. PIER _ Wl BRICK V NEER EE , JOIST HASCEP,; --/*41 - 5" O.C. BALUSTERS 0 , 3 112" MIN. N 5/4" x 6 DECKING 8" DIA. ' 2x10 PLATE BEAM: SEE FRAYING PLAN FOR SIZE 2 x 12 STRINGERS 1 1 /2" x 1 1/2" BL Cl: I N 10" TO SUPPORT TREADS WIN. STAIR SECTION AT DECK SCALE: 3/4" = 1'-0" BALUSTERS 5" O.C. MIN. WBOTTOM RAIL 1x OVER I, 1/2" ROUTER PROFILE 2x8 PRESSURE TREATED JOISTS s 5/4" z E CECKiNG------ --- ----- 0 Y' SHEATHIlG--- - -- --- _ RIM ^' LICTSI:CL]cTiC CC�L'�:l�L. C -----_•.—�_ CONT. FLASH(!;----------------f TREATED 2x10 t 2x8 8LAV 2x FLOOR FFAVINS - i - " 5 x " 8- 3 �j / � � E4!5Et;UEG ANCHOR BUI.I LAG SCREWS 16" 0. C-- - -- -- �' �� FZA - 2x P.T. I 1 "x12" CONCRETE PIEK LEDGER E0ARD --- - _.i , ! W J2 BRICK VENEER J01ST ANGERS - - -- - --�^ DECi", SEC'1I (�n-4 SCALE: 3; 4" = 1'-0" TO CU ;iii IELES � I E 1. I N I PI b ,. -- --- - -- �- ( . %"X 12" 211)e3.1 /211X I ,111 N / 7/ G�E I rtC'; PER '--SUOKE CHAVB[R CLE1 --1 "C E Will" -F IREBR I CK 12 SEE ELEVATIONS - M =` 20" WIRE BOX 18 --- 1" AIRSPACE CLEARANCE ABOVE INSULATION �I1N. IJitl. r , „ COMPOSITION SHINGLES 2x 1 le" O.C. ICITERI0 OVER 15 FELT OVER SEE FFiV!`G P:iNS (TYr".) ` 1/2" CD PLYWOOD METAL DRIP EDGE -- , --_- "\ ��, i F-3G i!.S�ATI�', (Y!�.) T , ° , �• GUTTER t DOWNSPOUT rl � '�L_ - �— (2) 2><4 i0P P�� TES (Y1!�. LAP 4E") -- 1xFASCIAOVER __,,.__F_IREPL%CE G 1AI� 2x SUBFASCIA '�- 11 oil (2) 2,x1: HEA[- EXT. ' T 2x4 LOOKOUTS • 24 O.C. -� / j - \ t E:A�!NG WALLS (TYP.) U.N.C. o Z 3/8" EXT. PLYWOOD SOFFIT q M 11.��1 T'r.IW (' - ) 1% 2" CONTINUOUS SCREENED S t TF Y VENT OR 4" x 16" SCREENED o �- 1 C METAL VENTS • 48" O.C. �I 04 ST'.:S • 1E' C.C. 1! F-13 EkTT 2x CONT. LOOKOUT BACKER �-+� C= i I C',!. CONS "ION _ TRIM: SEE ELEVATIONS / / ' F Ei -G 0 iE, C.0 -�- - - - - ____ _ .t F-1?.E ,t,,�_ATION I ;. , 1 ATT - - I FELT OIL' 1 ': , t �X FL110�C c _^. � CONT. 16 fin. G LV,},+1E0 ;- --- ---- 2x4' � ► " � .. WINDOWS: SEE FLOOR PLAN -- — !! - rz�IFY IITH E, •�Y REPORT I I li• IF;F: A=?LIC►c_E i RAKE FLASHING ---- - RIM JOIST ---- -� � 3,4' �.�. I PLVI::: SUBFLOOR i IS lx � ,.TS 2 TRIU I1 ---2x FL'", JG'STS 16" D.C. + �_��— cry FF►VING _At; TYP K _:i ir=►',!,� i+�.;, SIDING: SEE ELEVAT 10NS 1 -- .'—__��__---- - i)c i�a.M:F Tr kf 1 E}t i,- ` 1/2" COX PLYWOOD SHEATHING --------__I FCR 24' 1 E• Y:TER � ,^U 2x4 CC,ci l!,,;�,,., tiA►LER i , OPTIONAL R-5 INSULATION BOARD OVER PLYWOOD SHEATHING 3%6" ' C ER / --- ---- -_ -- 4 6AULf. ,f,., • 10' C.i. r G( P i. t I D. S O F F IT -__ _..__ .. ..�• + WEATHER PROOF BARRIER B:. ItLLS ,.- -- ---._----- �-,D (MIN.) �:i+C !,..;:. TYP. ALL GEOGRAPHICAL AREAS --�-�-1-- S!: i!1�: SEL ELEVATIONS VAPOR BARRIER WHERE APPLICABLE --- EiSE Ii!Y - �j' ' I ' ! _--------- �;. ,. �- a, II,I „ � , ,.,,I� � ,! .i CEILING �.,.r,I� _:L FRAYING - s' 6" WIN FROM BOTTOM c�++L.t PIATE j ' MOST WOOD TO GRADE SLOPE GRADE AWAY FROM GYP. 60. CLIJ. I 1-LLS FOUNDATION 6" IN FIRST 1 - ----- (TYP) - - FC'J�,:►TION: SEE FOUNDATION FLAN ! i 1.:D STUDS 11'�L 1`,S.,. FIN. C.-4DE r:'JSE WALL - - ;- I _ T+ CAO �;•,5� E S0FFII DL ?�:!► TYPICAL WALL SECTION � � Yp I _ - � - A-4 SCALE: 1/2" = 1'-0" h-� SL-LE: 3/4" - 1 -0 r 2X 16" O.C. TREATED --------------- EDGE OF F'RAVE VALL - 5J8" TYPE GYP BO�,,RD (TYP.) Lt, THED SP I, NDLES -- -- 5" O.C. 1/2" ROUND OVER PROFILE TOP ANND BOTTOM TO CREATE NOSING 3�4" TH ri nn nrnii � FILLER 11211 RI 2X6 16" O.C.CIO FOR LANDING 1 •l 3-2X12's 5 8" TYPE "X" RINGERS GYP BOARD (TYP) Zd- NE EL POST } �' 1/2" PLYWD RISERS IILADS AT 11" 10" = 5' 10" • FLOOR DECK 2X4 KICK ILATE / FILLER -- - - J ' j J / Sim — Q = 2X6 16" O.C. r FOR LANDING T Q L.J CIA'_: 5(8" TYPE "X" 5 TREADS - ^ j r GYP BOARD (TYP) AT 10" = 4' 2" 2X12'S STRINGERS TREATED 24 KICK; ELATE 7 loll AT i0 = 51 1011 CONTINUOUS RIDGE VENT AIR BAFFLES IN EVERY 2X RIDGE BOARD VOID BETWEEN RAFTERS 2__� 1 FOR VENTILATION FROM SOFF T TO RIDGE -- --- --_ AXE -COLLAR_ T 1f.3 " ---- -- TREADS CUT -ROM 2X12's or � N ca � CM Of � O e- W 1/2" ROUND OVER PROFILE TOf AND BOTTOM 10 CREATE NOCING TREADS CUT FROM 2X12' S M - cfl M .N ,_ �C-.5 n 1 r� r� Z �N W 01-0 W . � (n N C>C Q CYO rd- N O C Z O O J > 0 cc '0 0 O a., Qm c ' 3 cm N _. 0 a`) (A rn O a ❑m UOV- `- cn M J � Y E Coco~c) o noM�� o� 5C3.�oa, c� -•° o o.a 'r C0C ., C=u 0)E•N E QE'c a a C cc a) C: � = L)t45 at� a3 �3a)o CTCUc Lz O L= Cc 0 C?V~OO� s ao >,0 '- E a3=�0X. C C� 0 ,t/) CM20 °0)� Cua,o 1; or-. o 3roE��10 �U o� v�°�L.o,ca Q'�``2ts a)z 05 U 34°,c"nccco3 N 0 N O 0 M a) �-0 °vi N ctw ca Q)a) cz L �7-p ►-' O - -oo`om�c � °n 0 C) 'n .n a., lC (1) C7 C (1) a)L 10• o>cn5).-cnc u:•C - f- o -c 3 a) a) UcUO>,TL-6 J- � 0)"-0- �Q O�COa)(10 76 U` OwOV�p aCC Co,�� a) o co a) pcnCc)Ec�uiE Q)ppV•0 cnc x = COO 3 Or C 0M..• 0 E0'cav)cEa .n a�v ca o .N m a ��'o`c Can) O to O U - CL_ o0=�UCm>,`- c �.v �- o =3C0 �•-U �- U.a)a)Ln)ov:.Q :3 � U) cn uU)01 :3o. C: 0 CL - U) i A r >, = a C:p) 2 E cn �� O—Cc'c`O ' 5- c �(1) 0 -0 0 .0 ELL- _ c) c J - �=CJoa�ro 0 o -- N a) > o -o V)C—N0)L�ON . C CH o3cuo•- O a) co i ` �> C rno-0 m 3 En a,c C o I 000C)v` Ia,._�cv s r O�OcU>, BL 2X4 TOP PLATES ! Q N ./Lj or >, � 2 m m ) „0 •��WC�. o�pa)5oc•cc 30 INSULATION ~' 2X4 SUBFASCI A O v') u m N m o m !N CEILINGS _ x � 3�- 1X6 FINISH FASCIA 2X SPACER BETWEEN INTERIOR RAFTERS - I,j 38" THRU-BOLT r 3/8" PLYWOOD SOFFIT W 2"� MASTER B>{� T N y CONTINUOUS SOFA I T V NT � f IOU It!ASIER BEDROOM 0 _ -----� - co GALVANIZED FLASHING O INTERIOR t EXTLt?!C- 6 MIL. POLY VAPOR BARRIER 2X4 LEDGER BALLS ARE 2X4 16 • G.C. BEHIND ALL GYP. BRD. ON EXTERIOR cn WALLS AND CEILINGS a 2)4 SO!.E PLATE DOUBLE 2X10 FOR BEAMS 1 r �--- - --- - ---2X-FLOOR JOISTS 4 TO CARRY PORCH ROOF :•111111�' JOIST CD - 9' 0" TRAY CEILING I 9' 0" CEILING-' 2x4's AT 45 t --- DEGREES 16" O.C. TRAY CEILING FRAME FOR = "' _ HVAC PLENUM (I F N.EDED) a` FAM1:LY ROOM STUDY GUESTROOM _ ROUND POST 2X 16" O.C. TREATED '� THE L.F GARLINGHOUSE ' 2X TREATED CO., INC. RIM JOIST MIDDLETOWN, CT & (DHOWSECTION' SE scale: 1/4" = 1' 0" 01 C 2 0 ' O J > c d 0 °a` >' /" .wa+n.. ......-. w_. .. -. ._: r,._..-.. �. .- w _ .. ..r ., , , ..tw-_.-r-- ....,x-+.....c:...-.+u..-wr,...,-.w:�rt.%�...a^�.�•.r-+�a.o..r..»-..,....T...�,-.......s.,,-�+e..•A.m,.._,,•«,...•n•. l IMPORTANT NOTE ABOUT EGRESS REQUIREMENTS FOR BASEMENTS 3 SOME BUILDING CODES REQUIRE A SECOND MEANS OF EGRESS FROM L >, A BASEMENT. BEFORE BEGINNING CONSTRUCTION, THE OWNER MUST: am j - DETERMINE IF SUCH A CODE HAS BEEN ADOPTED LOCALLY U n� rn 1 11 1 % - DETERMINE WHAT MEANS OF EGRESS WILL LL SATISFY � •� .. 6 10 7 0 .7 a 7 0 6 1O IS Y SUCH CODE REQUIREMENTS o Q o m �,__�____, ____�___ _ ___ I - PROVIDE AN ADDENDUM ND I CAT I NG WHAT MANNER OF EGRESS ;. -- r---------, r----L---, r -1 r----�-- -I r 1----, r } I _ OPENING TO INSTALL APD INHERE TO INS ALL IT � E 411 SAND CUSHION � T` � - I 1 ( 1 , t I OR CRUSHED STONE r �}•� Ind � • COMPACTED FILL `-J �- � ' I � LG 1 ♦ 1 , 1 1 - 1 1 1 - 1 ' --,., 1 _________I 1 _________I S-1 �________� L___ J GALV II'I NDOW' SLOPE GRADE AWAY 1/2" EXPANSION J.0 YAT'L z o o S1 FROM FOUNDATION 6 _ " �" _..._________-__ _ N FIRST 10' -0" TYP . - _ _ - _ - 8 9" POU E CONCRETE '--1� I __.___._ WELLS TYP ( PALL 1 5 REBARS 'PERT. - 61 8-1/2 ' AT 4'- " D.C. 1/ (') tE5 { ' - ---- — ---47, pl' _-__61_Ot1--- 9' 10.1/'" 1 REBARS HORIZ. �s ! C _ -; 1 ms 81 211 _ - y i } , } ----- .,� �------------------------------------- - - - - - - - ------------------------------------- - - - - -- - -- I ----------------------------------------- ------ ----I --- - -- ----�- --E�_: Olt --- - - - - - - - - - - - - - - - -- '- i • ----- �- I �` 7---------------------------------- 7_17-------------------------------------------j-�F_L--- �_fEl_ x I• Y _ 1 , 11 ; = I --- ------------------------------- -------------- - ----- - --- POURED CONC. FOOTING -- --------- --------------- WA AT CENTERLINE � 5 X � 25 DOWELS I- CDC"!! � � � '----- � ; �—£DGE OF BR ! CK � �' �l �' W% 2x4 KEYWAY �___�_ I - T 4 -O O.C. N 44 --- .- STEPPED FTG. - _ '•-=6 ' AND (2) #5 REBARS CONTINUOUS ' 1 _ , ' �3 4 1 ' r 11 _41' 1 STORY 1 - 1 --- -- - — 10' 7_3/411 'C`_� 10' 111 B 1411 - 10' 11-1/4" 71 Oil 3' 2 STORY LAOS_1 , I I 1 1 1 1 I r--- -- -IFOOTING UDDER FIREPLACE IS 12" I GARA_GE FOUNDATION DETAIL_- _ _ _ ___�_ DEEP V/ 15 REBAR 16" O.C. E.W. BEAU POCKET (TYP.) $-j SCALE: 3 4" = 1'-p„ - __ o ; ASH _--_7 PITI CLEAN OUT --------------- F.D. 3'I STRUCTURAL PIPE COLUMN P.V.C. SUL!P; , / , •. , . ' PIT do PULP S?EEL COLUMN (.cc _ ,� � 3 PLANS FOR SIZE) � !"' � . f1� S-1 � I I 1 ' -.1G -- ' L.V.L. BEAM 4" CONC ETE SLOE I! 1 M 1 , 6xE 10 10 MIH - c. o }- , ; , / ; ; ' i i-------------- ----- C14' 6 VIL. POLY VAP" EA"':[ �PIE? 1 a � % I . � V (1 ,.. M � � 1 L� T— 1 � -i_�— i�) +S BARS VIRTIC.A -- BEAM I'L.rat li;f'.) ; ' -.-. i ;--------------------------- --, T I fu 10 F001 I NG 1 t ' --_- wl ' j'' - t- -1 J ,� r , ' c- O O , - 1 I ` `- c �- --- -- - -- --- I� o �� 1 }* - STAIRS: 1 `� I-= - ;____ ; 4" CONCRET SLAB F R GARAGE SLOPED TO DRAIN 1/4 F=R FT. 1 5 a , • �," ' • x'� - i - •, r - 0" CUT ON RHOS{SE ____ _ Y — FLOOR li 6X6 10�10 1wWu 1 Ill � TREADS - 1 STA I �..._ 1 1 TOP OF FILI «< 1 I -- ; 1 - S1 __- {: r 1 RISERS = 15 EQUAL HEIGHT 1_ 1 1 OVER 6 1 L POLY V.B. ON �IIIII = •---_-�-- • _--�------- • _- Jilt_= — zri .�? __ j.�.! -� . - _ ?iri .1 I 1 • I ; t[ ..;a I , 11,1 -�. 1 I 4" GRANULAR FILL ; -- -- 4" GRANULAR FILL I, 6 V I L ivI Y V•rr EA RIEIt , o ¢Z c_=.� —I ,; , r`,•�i= !;IL,IL�_ \ J , ; ,---..__'r„ o f -- - 1 1.... r - -- - CGi!?ncTEc FILL ' • 1 ' ' ' w 1 ; Two ROWS 15 REBAR � ► ' UNDISTURBED 1 11 1 _ 11 , ; ; U f� 11 z ; SOIL OR WELL 2 -6 x 2 6 x 12 Ci•.1',. FTG. �,_..�3 + I - 1 AT 12 O.C. AT FND. 1 — rnunlrTrn rill _� W� 3 #5's EACH WAY �I�o ► ! ° ' --- - ?' -6">2'-!;"xl'-6" C ';C. rAri L ---- --� ; ----' ; ; WALL JOINTS (TYP_) a w ! ' J 1 2" DIA x 1011 A CHOR BOLTS AT 4'-0" O.C. EMBEDDED PER LOCAL CODE l,VNI nV 1 LV ' ILL COLUMN FOOTING S-1 SCALE: 3/411 = 1'-011 RIM JOIST 1/2" DIA x 10" - FALL AT GARAGE 6X6C10/10Slvw AB 1/ `a`` ----- wf (3)�� BARS EA. AY - _ 1 Zoo , -------- 4" _. "TE SLAB FOR BASEMENT FLOOR z� ; 6Y,I Iii<! OVER 6 V I L POLY V.B. ON 4" GRANULAR FILL 1 ' i i allc O 1 1 rn CONC P I !? [�E i A I �_11. ; =-4' 1,_;/1" --- __-3' 811 ---- - -1oI , }`I _-----:- - ; wo¢ ; >~ - ---I _-------- - - - — - -- - -- - - _ - _ _ - - - - - - - I 3-T/2"OFFSET In C> I —.—. _ --- ---- 1�S-; SCALE: 3�4" - 1'-0'' 1 _ ca woNw MIN. R-19 INSUL. MIN. - ----- - - ---- - --------__- __� _ _ .._ - - - ------ --- -- -- ---- -- __, ------------------------------------------- ¢ ; ' ---------------------- FOR 2R- AT PERIMETER z Q ; I 1 _ _ _------, - - -- - -- 1 1 --------- �J _ 77 , _- - N AVATEO _ EXC 1 L Of D 1 I GiZr_J 1 � ---- -- - - ` - STEPPED FOOTING ¢�aa�ia rn 1 , IYUJI LAJ O , I 11 _ - - -- -_. - ---•-- ROWS #5 REBAR a 4 ow¢w ANCHOR BOLTS 'J�a� ' 39 -1/2 >N--,� 2 ROWS AT 4 o O.C. - w j AT 12 O.C. - S1 = w>< i EMBEDDED PER _ Z _ Z ; • ; l , 1 LOCAL CODE Do; ; 3 4" TIG PLY10OD SUBFLOOR-GLUE I N.IL _________ ________________._-.___---_--_----J 1 1 1 TO JOISTS STS 1 I I; t - i r--► ; - -- f--------------- ------ -- - N 'lit'lti,��11U�� l n. 1• ' 1 �� 1 1 l __ 111 " r I �,�T I JJJ 1 1 L_ ; 1 � _ _� 1 1 t i ; l�" 1 FLOOR JOISTS - -v , SEE FRAMING PLAN L-----__� L----�---� L-------� L----�-- -�-- '------------------ - --------------- --------------^---- SLOPE GRADE AWAY 1 2x6 TREATED SILL ELATE %--- 6' 10" -- r- I 7' 0" -"` 11' 4" ---- - --�`-4 1 f -- -_ -- 7 G I --- ------ -- f--__._.._.....----- ---� _ 7 1 0 1 l ---' f'^_"`--- — 7 I u_ 1/ /j i 1 1 2 2' 411 FROM FOUNDATION 6 1 1 1/ SILL SEALER v / L- -7. FOR FIRST 10'-D" (TYP.) j __ .- - ..�_- -- - ---- -- - ---- -_- - - 62' 0-1/211 ___------ VASONRY VEIl11R i/ - - 1" AIR S?A.CE U 1 2" DIA x 1011 A CHOR BOLTS AT 4'-0" O.C. EMBEDDED PER LOCAL CODE l,VNI nV 1 LV ' ILL COLUMN FOOTING S-1 SCALE: 3/411 = 1'-011 RIM JOIST 1/2" DIA x 10" - FALL AT GARAGE 6X6C10/10Slvw AB 1/ `a`` ----- wf (3)�� BARS EA. AY - _ 1 Zoo , -------- 4" _. "TE SLAB FOR BASEMENT FLOOR z� ; 6Y,I Iii<! OVER 6 V I L POLY V.B. ON 4" GRANULAR FILL 1 ' i i allc O 1 1 rn CONC P I !? [�E i A I �_11. ; =-4' 1,_;/1" --- __-3' 811 ---- - -1oI , }`I _-----:- - ; wo¢ ; >~ - ---I _-------- - - - — - -- - -- - - _ - _ _ - - - - - - - I 3-T/2"OFFSET In C> I —.—. _ --- ---- 1�S-; SCALE: 3�4" - 1'-0'' 1 _ ca woNw MIN. R-19 INSUL. MIN. - ----- - - ---- - --------__- __� _ _ .._ - - - ------ --- -- -- ---- -- __, ------------------------------------------- ¢ ; ' ---------------------- FOR 2R- AT PERIMETER z Q ; I 1 _ _ _------, - - -- - -- 1 1 --------- �J _ 77 , _- - N AVATEO _ EXC 1 L Of D 1 I GiZr_J 1 � ---- -- - - ` - STEPPED FOOTING ¢�aa�ia rn 1 , IYUJI LAJ O , I 11 _ - - -- -_. - ---•-- ROWS #5 REBAR a 4 ow¢w ANCHOR BOLTS 'J�a� ' 39 -1/2 >N--,� 2 ROWS AT 4 o O.C. - w j AT 12 O.C. - S1 = w>< i EMBEDDED PER _ Z _ Z ; • ; l , 1 LOCAL CODE Do; ; 3 4" TIG PLY10OD SUBFLOOR-GLUE I N.IL _________ ________________._-.___---_--_----J 1 1 1 TO JOISTS STS 1 I I; t - i r--► ; - -- f--------------- ------ -- - N 'lit'lti,��11U�� l n. 1• ' 1 �� 1 1 l __ 111 " r I �,�T I JJJ 1 1 L_ ; 1 � _ _� 1 1 t i ; l�" 1 FLOOR JOISTS - -v , SEE FRAMING PLAN L-----__� L----�---� L-------� L----�-- -�-- '------------------ - --------------- --------------^---- SLOPE GRADE AWAY 1 2x6 TREATED SILL ELATE %--- 6' 10" -- r- I 7' 0" -"` 11' 4" ---- - --�`-4 1 f -- -_ -- 7 G I --- ------ -- f--__._.._.....----- ---� _ 7 1 0 1 l ---' f'^_"`--- — 7 I u_ 1/ /j i 1 1 2 2' 411 FROM FOUNDATION 6 1 1 1/ SILL SEALER v / L- -7. FOR FIRST 10'-D" (TYP.) j __ .- - ..�_- -- - ---- -- - ---- -_- - - 62' 0-1/211 ___------ VASONRY VEIl11R i/ - - 1" AIR S?A.CE U pLL�NCcc) '—) E ro a) g '0 M CL.C /n ro O ca. Ocaaa)6tpn ai oc3.�00 c '0 0aCCAza cn ro•Nc�L� J E cy) E 'vl a� •E c >,0 m aro :3 nacro0.._0,. O c O~�_ U pro L �- �--� roar U .- a a t. 2L 'O C _O c Cz •_ - ca) Us U4C C 6O �0 O'cE .� U fl.3C) E0�s E cc �� Cr000 o ro •v'- 0` N C b o 0 ��O'�U 3�o2aCL co C: ,o V C > C��3000 a - tJ >+• — t 0 0 *5 NU 0� u0 cn CL� to N C1n ' C7) CZ t •� _ O � O --orot ,•:.(w o3U0inpa) U° C a a J ,P > L t7 •` aO a C o0c�00 +1 Q K a ►_ a in ' p• -roCL�n O l"J oC o (�cq .. u) v o .CL) m CIL •.r a) U OL �j U1 C) a) C C U U) a.- 0.0 ca C) 0 O p'n ov�roEt•-v) wM o- -U 0O•cp�.roa)Mw E CD .nQ'aroo.NQ,n�' C C to U 0. in O�_.c� 02a)0CCLl>.` N� :1C°wzz Uja)a)ta)L�� oa°tnoo0�0 a-0cn��r>,Ea C)� O C �C c 68-E 9 a,►- .. c �� Y' a) j>,tnC (D•CjE aE tjmLLM -inn CNN:3 Jc > Oa 0)z 03ro0-~00cn Cz — _ UE- CCII . 75a rnoa m 3 ma) C,OC�ON a)�b�� O `a. aa) �wcQLOa) �� cz O a C C to C+tn• O ` C U:0 O ro cti � cn 0cUa-2:'E•-ao ' U' tJI M-5= Ca 0_0 c ; Cr ' cALv. WALL TIES I 1 4 �IDE) OUNDATION 8" POURED CONCRETE O.C. HORIZ. IlTC ST1�?" ^1A x 10" 11111All W 5 REBAnS VE-r.T. 1 16" 0. C. VERT . _ ;,��, / Ar1 l' R BOLTS X 8 ((HIGH 8R I CKLEDGE I N f I '--�� I Eu� tD'DEG PER ALL AT PERIIIETE� WHERE VENEER 1S SHOWN , AT 41-01, O.C. 1/ (6) 15 II LCCAL CODE r ' ! « ' REBARS HORIZONTAL VEEP HOLES :_}, / • AT 24" 0 C - -� ---: { 4" b COW�SLAB W1 6X1010 l~WM I t?' __._R_, a,•s.. - ��' _ - DAMPPROOF I NG PER s=�:� Q. '•: BUILDING CODE ; ; v i;' '" 1 \� ___ BASE I, E NT E_ � U N D A T 1 0 N P L A N REQUIREMENTS - ! ; ; 4" 'VASONRY I �,,;; —I _ - ---` - 8"' 1 LEDGE -------- �;� .> t, ----; ----- ;------ s c a i e : 1/4 1 ' 0" p0 h r— >�5 I cD • *-■ BSMT. WALL INSUI. SI.OPE GRADE ' •; _i= '-„ O F [ CURB BEYOND �NERGY F RE ' D BYAw'AY FROMz4CODE FOUNDAT ON 11 -- u 1' 11 O ; ; j i 1 , 101'D" TYp `t. + 6 \ C I�j�STONE / 3 y 1 x12 RAIN LEDGE J y f- SLOPE TO FRONT }__ ' _ o m • � 1 -y-�.; � CCU"ACTE� FILL � � '� I 1�2" 1)PAASION JOINT VAT'L s -'U �•. •� 4" DIA. PERF. DRAIN "- 1 • 10 P,,�.,`c J CONCRETE -�-' AT PERIMETER OF 1/2" EXPANSION JOINT ViT'L _ y�, ,- IALt r� �S REBARS VERT. FOUNDATION. VERIFY ° 1 % O l.J v o AT 4 4 0_C- W 4 5 I RLE11kS N:IZ. mt' -� ' -1-- e o DESIGN W/ LOCAL 4" CONC. SLAB YXF BLDG OFFICIALS 00� 10 10 WWM OVER�WIL —� 1 POLY VAPOR BARRIrRCZ ;� ; 1 4" GRANULAR FILL o o Q „ 0 0 , I POURED C01(C_ F( :' I�,- -� • W 2x4 KEYWAY Al C 1 _ 1 --------------- A 'D (2) 15 REGAE � L f � 1 r . -_- - - - - - - ._.------- - - - - ° ; .W • 11 _J - 'I 0 0 � - 0 0 0 _ ___ - CONTINUOUS . - - a ;EELS ° CONCRETE FOUNDATION un POURED CONC. FOOTING --- cn W 2x4 KEYWAY AT CENTER 5x25" DOWELS t 1'_�r - 5 _RECESSED RAIN LEDGE_ DETA 77 .; A D (2)5 REBARS � 1'-4"1 STORY T 4'-0" O.C. .-- S, CONTINUOS - - 1 8 2 STORY THE L.F GARLINGHOUSE �.. __. ` � ,-�- ! -. } !'• � t 1 r, c` >`y� 1 CO., INC. MIDDLETOWN, CT & 2 FOUNDATION DETAIL GA l.- 11 J N l 1 �_ t. c. TOPEKA, KS -- - —--------- -- - - --- 4 ----_-.._r--- - - _ $-1 SCALE: 3/4" SCALE: 31 ;` = 1'-0" PLAN NO. 24404 jL DBL 2X8 PRESSURE TREATED CIO A Q, 1 I _1 t-------------------------------------------------------------------------------- --------------------------"------------------ '----- l- -1 �j ; ;---------------------- • I ►--.--_--------_------------------------- -, j---_-`_-._----_--,-_--_-4_-.---- -11 -------------------------------------------------------------=------------------------------------------------------ --- ------------------------------------ 1 r I , 1 , 22' 9-1/2" --- 16 11 -1. 1 11 _, - 71 9-3/111 t � , 1 1 1, 1 ., 1 1 L. 1 1 ! , 1 ' 0 1 r 1 1 r-------I r-------, DBL 1-3%4"X14" � r1 ! , 1,----------------- 1 1 r ! L_V_L_ BEAM ;. _� - f 1 ;- 1 1 Pia 11C lYfi _ _ _ Jar ia�� - a- �„I^- - _ _ • l�Yf v _+�Y _ _ ' 'i - A.-.+. .. .�.- .. - - - - - - - - - - r Q 1 1 -----�� ----- LI 1 1 1 1 r r------------- -- -- L -- STD t P OPENING E-- --J 1 _ 1 1 00 ' i o I 1 1 1 >< .._--r---- I N 1 ' '-------J Lcn _ 1 1 11 1 5' 711 31 11'1— ---_51 3 _31 ill--, 1 1 1 •--------- -- ---------- ---- ------ ---- -- -- -- - -- - - - - ----- - - --%- 1 1 1 1 - ----------------------------------------- - -- - -- -------------------------- r ---- 1 1 ; I I 9 1 10 - 3 /4 11 Ki ' --- _-'_." _---___-_-;4� ; J 1 , , TI ( 1 1 IT L----- --------------- I I 1 2X10 TREATED RIM L -------------------------------------------------------------------- W/ 2X8 INSIDE FOR BEAM FIRST FL00, I PLAN DBL 2X10 BEAD! T4 CARRY PORCH RAFTERS 1 CEILING JOISTS OVER ' I FIRST FLOOR PORCH C I I - t,' �----------- -- ---------' --•--------- -, r! L--- --- - - - --J - ------------- ...... . 1 r, n 1 ri r •------ l 1 I 1 I 1 ' 2X6 CEILING JOISTS '' --------, ' 1 ON 3:12 SLOPE ' '--------'------ - CEILING JOISTS -----' ---------------�� OVER SECOND FLOORJL t -_-__ I DEL 1-3 4" X 11-7/811 It ,, 1 I L.V.L. BEN FLUSH. I/ CLIJ ' , 1 ' 1 1 _ 11 ,t tl ,, 1 VIi.-� - .�.- - �.�. _ _ ...�- �T --J r--- -'--------------_1------------- rl , 11 Ir------------------- --------------------' ' I , 11 11 t 1 , II 11 1 , 11 11 1 , 11 11 1 , 11 11 1 1 It II 1 , 11 11 1 __--- 1 1 1 1 1 �•-�-' - , - 11 - ------------ 11 11 1 1 ! 1 1 I 11 11 , - 1 I I SEE SECTION VIEW 1 1 11 FOR FRAV I NG OF VAULT CEILING J , IN VASTER BEDROOM I COVER, GARh�ETS ; 1 II 1 1 1 11 1 1 11 1 1 I 1 11{ 2X SPACER BETWEEN _ S OPED CLG JOISTS C ' W% 3/8" THRU BOLT , _ I 1 1 ! 1 --__-_- C E I L I I N G_ FLAN `Pram i iq lumber _ SPeC i f i cat ions Stress rated framing members shall be used which _ equal or exceed the folloNing specifications. If lower grade lumber is used, excessive deflection may occur. Fiber strays in eendinI loduies of Elasticity (Ft)= 815 psi (Base value) (E)• 1,400,000 Psi First Floor Joists — 40 lbs. Live Load _F 10 lbs. Dead Load SIZE I PJGHES MAX . _ O.C. SPAN- Second floor Joists 30 Ibs. Live Load 10 Ibs. Dead Load __ SIZE I NGHES MAX. O.C. SPAN 2 x E 1211 1 0 1- -j I I _ x 6 2 .1 ' -• 3 1 1 1611 t_ 4 1t 9 1611 101_311 2xE 1211 13'-611 2 x 8 1211 141_ 111 1611 12 1 -311 16" 13'-611 2 x 10 12" 17' -3" 15' -5" 2 x 10 1211 191 _011 1611 1611 17 1 _211 �. 24" 12'-711 24" 141_11t 2 z 12 1 211 1 ^ 711 20 2 x 12 1 211 23 t -Oil 16" _ 17'-10"l 1611 19'-11" 241, J 14�7,1 2411 16'-3,1 _ Ceiling Joists Rafter Joists 20 Its. Live Load _ 10 lbs. Dead Load _ SIZE INCHES I +VAX. O.C. _ _ I SPAN . 30 lbs. Live Load T 15 lbs. Dead Load SIZE INCHES MAX. O.C. SPAN 1211 12 1 _ 1 111 1 2 " 9~1 - 511 2 x 4 16 g- 7 " 2 411 _ 7 ' -211 2 x 6 ..._� 16" 1 1 1 _311 24-61 9 1 -211 -- 11 12� 14' -g11 12" 16 1 -511 2 x 6 i___16" - -------- 3---2411 1- =1-0,1 101_6 11` 2 x 8 ---- 1611 14' -311 24" 11'-EII 1211 12" 18'-9" 1 x 8 r _ _.)6"___ -__-.._.--'----"1 -- 2411 _ _ _ '___ Y 13 1- 3 11 _ 2 x 10 _— 16 " _20'-111 17 ' 2 4 11 1_ 2 11 14 23'-3" 2 x 12 -161, 201_211 12 '112" 2 z 10 �- - 16„--- 191-10" 1211 ?6 6 if -- - 7 z 12 - - 1611- 23 0'_ 24" lb' -bit LF TARRY Flo I�CiI h,A,F ------- - - - - -- - -- -- -------- 1 1 13, 811Ll Cn 1 - B 1 .� 1 1 ' 1 J ' 1 1 1 - t r; ; ,1 1 ,1 • ,1 1 L----------------------- 1 1 1 0 1 1 IIP- STAIR OPENING ' 1 Y< t 1 - t 1 ' ' RNT FLOOR CEILING FRAMES I ' 1 1 D W, TO 8' 1" I-@2ALLOV FOR ; , ;; STAIR RISERS o CIO B I N ' r- 1 _.1A l qII - �_- 'Y L — - ---111 4-1/211 -3' g" „�• 10' 9-1�2"----- I ----- ---- - --0- r -------- SECOND____F.L00R FRAMING PLAN scale: SECOND____F.L00R FRAMING PLAN scale: 3/16" = 1' 0" F RA.V ► PIG VEUBER LEGEND (A) Nliff PRESSURE TREATED - 16" O.C. �) 2X10X16' - 16" O.C. C) 2X4X8' - 1611 O.C. (U) 2HX10' - 161, O.C. (E) 2XBX111 - 161, O.C. (F) 2X12X22' - 161, O.C. (G) 2XBX20' - 161, O.C. (H) 11X6X16' - 161, O.C. I) 2X14X16' - 81, O.C. 1 0) 2X8X12' - 161, O.C. (M:) 2X8X16' - 16" O.C. -- RoGr FRA1,AING PLAN 11 oil - - 2X4 LOOKOUTS 16110. N Q�i 0 d C 3 v N O Q pm ro C °—C OV-�tn� U Y[p roJNOC Q �� CU CC --- , . a 0 >,cro.. ClOCO.a�O� cn v-�o"D�a CSC c°'0 -C v mE•-E. a�. C..in_�Ec D 0co° O F- 41, w ` �C aS' C � ,O 'O TJ3m OXOro al >. 0.ca,a'oo c... n`. 0) 0 >, ID 0 `r ca a) a,C N ��oa� ro�EEa) a> n30O i ccl— -tiEc O O O p N-0-C ro.: U 0 �0 C 00 0 -QOO 3rooc°ncCa c`Q._CC� Uvi •-- — s .O U �� .._.`�a,t 3a°,Nc�ro3 ZyL�OL)roly o .o U c a) .c via' C o�°wc m cZ .-•00`0� a.N 03UON�a� �� °?�03a�iaci ts CU Ja' v � of 0 T 4)� �OCVO0C r Q a, (a >, a, a� ¢ o C3 C � V) C�OVa�tllC aC C '" O U `. to N =ro0C cn ro ro�C,E'=a,0,0 �occ3x= co `3U�cCcaE °tro E:3 pro .o m� `o .N a, a 0 c CIAO �ooa�c°iC3'C� C U �>NO R1N —0 0000 Mn �U c =3 .►- to C En 0 C - OC�-`0 _C°UCa,•`o,o`- Z7C �roa)roN ».viC -00.cE .0M.20a) vE c�v°rou-Mairo in CD ..(nO>O"o (nC—cnp��00C C•-- C C o-E 0-►--°a,� U3cn � 0)(1) C_ c Cc M';- 0 QO { C: (1) VCO 0 C13 C N C 0` C 0:oocuroc�:3 c n'cn 0020)-criz NA NC C . C- oa�:3 C•cC M0ca a I l ; 0 '�a /o/''� t i I; a q i lb W O In �- 1 THI: L.F GARLINGHOUSE CO, INC. MIC,DLETOWN, CT & T0I1EKA, KS. PLAN NO. 244-04 SHEET SOIL DATA TP-99-1 TP-99-2 p" 151.8 p" 150.2 A SANDY A SANDY LOAM LOAM 10YR3/2 8" 10YR3/2 B SANDY B SANDY LOAM LOAM 10YR5/8 10YR5/8 C1 C1 LOAMY LOAMY SAND SAND 5Y7/1 5Y7/1 C2 MEDIUM C2 MEDIUM SAND SAND 5Y7/1 " 5Y7/1 28" 70" 149.5 28" 146.0 60 " 147.9 148.2 145.2 TP-160 0" FOREST DECAY S.S. 34' SILT SAND & STONE 152.0 0" TP-161 149.2 3 130 141.0 120 140.2 120" 1 1152.0 12( MOTTLES ® 32" MOTTLES ® 32" WATER @ 94" 10YR6/6 10YR6/6 PERC © 65" ELEV=149.1 ELEV=147.5 RATE: 1" IN 5 MIN WATER ® 120" WATER ® 120" WEEPING ® 88" WEEPING ® 88" TP-99-1, TP:::-99-2 DATE: 2-23-99 PERFORMED BY: EARTH TECH WITNESSED BY: SUSAN GRIFFIN&CHRIS MICHAUD TP- 1609 p161 DATE: 12-4-91 PERFORMED BY: LAN POTTER WITNESSED BY: SUSAN GRIFFIN 30.5" 18.5" 7.5„ TOP VIEW 5, 5" DIA. OUTLETS 5"di0. outlet t0 a CROSS SECTION VIEW 50.8 FOREST DECAY -S.S. 47.7 SILT SAND & STONE 1140.8 WATER ® 89" PERC ® 61 " RATE: 1" IN 6 MIN -z DIA. OUTLETS END VIEW DISTRIBUTION BOX NOT TO SCALE 10'-6" I PLAN VIEW l4" T CROSS SECTION VIEW SEPTIC TANK NOT TO SCALE L_ 3.. 3.5"di0. knockouts inlet DWELLING TOP OF FOUNDATION ELEV.= 157.5 EARTH BACKFILL. o e o O a e 4 0 o a 0 4 06O a e<3 0 DO O O 40 04 o e 000 4 0 400 a p0o e 0 0 04 a 0 0 0 4 0 4 0 0 4 0 0 4 0 vo V, ° °° v v v °d v I v vd v IV d °°slvo °° °°d °d �vd o° v v v v °d ° I d v ° o` �° ° d o ° °� v °° v v v v v vd ° v o v v v 4' 6' 4' TYPICAL OF ALL TYPICAL FIELD CROSS SECTION i491 FINISH GRADE ELEV. = 156.0 12" MIN. EARTH BACKFILL 2" DEPTH OF 1 /8" - 1/2" WASHED PEASTONE 10" DEPTH OF 3/4" TO 1-1/2" DOUBLE WASHED CRUSHED STONE LOT 8 70673 S.F. LIMIT OF \I/� BORDERING VEGETATED WETLANDS 20' NO ACTIVITY o ZONE oo. 00 -4- CO / T FENCE/ i LEGEND DESIGN DATA DESIGN PERC RATE: 1" IN 6 MIN 100 EXISTING CONTOUR DESIGN FLOW: 4 BEDROOMS X 110 GPD/BDM = 4.40 GPD REQUIRED PROPOSED CONTOUR SYSTEM DESIGN: USE 45' X 14' LEACHING BED PIPE INVERT ELEVATION T BOTTOM: 45' LONG X 14' WIDE X 0.70 G/SF = 441 GPD PROVIDED .EST PIT C� SEPTIC TANK ❑ DISTRIBUTI(ON BOX W PROPOSED WATER SERVICE LINE OBSERVED GROUNDWATER TABLE ELEVATION RESERVE AREA (MINIMUM) ZONING REQUIREMENTS LOCUS MAP '";.•,� FRONT YARD SETBACK 60 FEET �� "'� •' ' �' SIDE YARD SETBACK 20 FEET REAR YARD SETBACK 20 FEET GENERALNOTES `�•�' ''`" ' • ��• `'� •` `` 1) THIS SYSTEM SHALL BE IN WHEN LEACHING AREA IS FULLY EXCAVATED AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE SYSTEM IS READY FOR INSPECTION, �', f.• 'a r� , '-� t' .'t :,'f ,•'�� - y �' THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH. 2) WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT. DUST AND FINES. a .r i f • '• ��._ .. �� a 1 i, i' � r 'ram •�1, `+_.. ' f '`I;ti-;a�u '•, f, '-, f 3) ALL ELEVATIONS ARE BASED ON ASSUMED ELEVATION DATUM i F ,r;C3 ; �' .ter '• OV R THE LIMITS OF THE 4) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE ?� --. 1 �, • .. j _ r.. CONSTRUCTION OF THE OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF { v i its O - '•'�� I "• '1 , . ~•• .•l+•` --r', ;�`r ' ' ► SHALL BE MADE WITHOUT 5) NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM BOARD OF HEALTH. PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE LOCA". 6) UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL REGULATIONS. DO & SCNS / SIL OZ LIMIT OF WORK -' 7) SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTJRED BY A. ROTON OR APPROVED EQUAL. ' 148 Cn 10--- ,,-- , 8) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OF LEAVE ALL CONCRETE _ • - 150 __ - l�,l , - ' STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. co 9) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALE(' WITH NEOPRENE GASKETS r - OR ASPHALT. CEMENT. Q 1g J - 2 10) EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA ADD BACKFILL WITH CLEAN GRAVEL AND COARSE SAND. TP-99- _� � ' �5 J _ - _: � 11) THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL 0NIT. PLOT PLAN LIMIT OF Q EXCAVATION � �� _ SCALE: 1 "=30' 5' TYPICAL �' , _ ° , / -' 14' x N / DECK PROPOSED � �20 GARAGE 1 DWELLING SLAB = T. 0. F.=157.50 ' 156.0 SLAB=150.0 ' PORCH PO\ 54 155 NOTES: 1. THIS LOT IS PART OF AN APPROVED T SUBDIVISION FOR ALDER DEVELOPMEN 3 Z CORP. LOCATED ON HIGH MILL ROAD. j ,SG BENCHMARK 2. THIS LOT IS LOCATED IN A SINGLE i RESIDENCE B(SR-B) ZONING DISTRICT. o t. CB-DH I 3, THIS LOT IS LOCATED IN A FIRM ZONE PROPOSED ELEV=158.37 l 4. PER CENT LOT COVERAGE: 7.2% f WELL 5. 2 REQUIRED PARKING SPACES PROVIDED IN GARAGE:. S 02�47.'30" E ! ( J ( ) LOT IS NOT LOCATED IN AN AQUIFER ZONE. o uu-J 6. THIS �l ' �`� 7. ALL WELLS WITHIN 200' TO) THE S.A.S. ARE SHOWN. �\ O PLUMLE10H DRIVE \ ,, • . 1500 GALLON 154.90 REINFORCED CONCRETE 154.10 �U' J 153.93 SEPTIC TANK 154.62 DISTRIBUTION --1 154.37 BOX -LEVEL STABLE BAS SYSTEM PROFILE v v v 153.83 ° o v v 3/4--1 1/2- WASHED v v v v STONE v SEASONAL HIGH GROUNDWATER ELEV.= 149.1 SEE NOTE #10 ELEV=145.7 FINISH GRADE EtL.= 155.3 �S 5' 153.60 v v v v �' v v v v 153.10 LIMIT OF E�,CAVATIO -'' P.E. STAMP a. of MASS, P.L.S. STAMP BOARD OF HEALTH STAMPS BOARD OF HEALTH , Tm, PS RELEIV E D F.2n00 01 Revue Sl ' REVISED DECEIe�EER' 999 I 0110C110rArJ= C171AiAnr nISP[)SAL SYSTE-7m OWNER: TETREAULT RESIDENCE LOT 8, PLUM:_EIGH DRIVE BUTTERWALK ESTATES DARTMOUTH, MA ENGINEERING FIRM: 11L 9 nce Civil and Environmental Engineering Land Use Planning 13 Welby Rood New Bedford, MA 02745 (508) 998-2125 FAX (508) 998-7554 DATE: 9-27-99 CONTACT PERSON: DAN GIOIO"�A ACAD NO. FILE NO. I DART- 1968-TETREAULT-SSDS.DWG SOIL DATA TP-99-1 TP-99-2 "TP-160 0- 8" 28" 70" "TP -161 A SANDY A SANDY LOAM LOAM 10YR3/2 10YR3/2 B SANDY B SANDY LOAM LOAM 10YR5/8 10YR5/8 C1 C1 LOAMY LOAMY SAND SAND 5Y7/1 5Y7/1 C2 MEDIUM C2 MEDIUM SAND SAND 5Y7/1 5Y7/1 1 -moll 141.0 120" 1 11402 120" 1 1152.0 120 1 1140.8 MOTTLES 0 32" MOTTLES 0 32" WATER 0 94" WATER ® 89" 10YR6/6 10YR6/6 PERC 0 65" PERC ® 61" ELEV=149.1 ELEV=147.5 RATE: 1" IN 5 MIN RATE: 1" IN G MIN WATER 0 120" WATER 0 120" WEEPING 0 88" WEEPING 0 88" 151.8 0• 151.1 8" 149.5 28" 146.0 60" 150.2 0 147.9 34 148.2 145.2 TP-99-1, TP-99-2 DATE: 2-23-99 PERFORMED BY: CARTH TECH WITNESSED BY: SUSAN GRIFFIN&CHRIS MICHAUD TP-160. TP-161 DATE: 12-4-91 PERFORMED BY: (_EN POTTER WITNESSED BY: SUSAN GRIFFIN 30.5" 18.5" 7.5" TOP VIEW 5, 5" DIA. OUTLETS 5"dio. outlet CROSS SECTION VIEW 1" toper 5'- 4" FOREST DECAY -S.S. SILT SAND & STONE 152.0 0 149.2 37 END VIEW DISTRIBUTION BOX NOT TO SCALE 1 3.5"dio. knockouts inlet `- ) E TTmm PLAN VIEW r4" T CROSS SECTION VIEWNOT TO SCALE SEPTIC TANK_ FOREST DECAY -S.S. SILT SAND & STONE 5" DIA. OUTLETS 150.8 147.7 EARTH BACKFILL p e a O e a oQao0poaaQ4oDCAv ee e � a a o e1�0 D000 o Vov v4:o vv " ° vav vsv°vo°1 dv l vIv° vvv vvvv v% o v v �� dv v °dv°a vo v vvvv vv ° v v� ° ° v v ° ° d ° v v ° v v° v°v v 4' 6' 4' TYPICAL OF ALL TYPICAL FIELD CROSS SECTION S 0840'41' E 149.21 LOT 8 �� 70673 S.F. / 2-11 N LEGEND DESIGN DATA 1 DESIGN PERC RATE: 1" IN 6 MIN 100 EXISTING CONTOUR - PROPOSED CONTOUR DESIGN FLOW: 4 BEDROOMS X 110 GPD/BDM = 140 GPD REQUIRED PIPE INV(=RT ELEVATION SYSTEM DESIGN: USE 45' X 14' LEACHING BED 12" MIN. EARTH � TEST PIT BOTTOM: 45' LONG X 14' WIDE X 0.70 G/SF = 441 GPD PROVIDED BACKFILL - SEPTIC TANK 2" DEPTH OF 1 DISTRIBUTION BOX 1/2" WASHED PEASTONE W PROPOSE:D WATER SERVICE LINE 10" DEPTH OF 3/4" TO 1-1/2" DOUBLE WASHED v OBSERVEiJ GROUNDWATER CRUSHED STONE TABLE ELEVATION RESERVE AREA LOCUS MAP - ZONING REQUIREMENTS (MINIMUM) ;; '�;, •~ � .. ,.-.. FRONT YARD SETBACK 60 FEET ••�•'• �'-• - ♦• - • :� SIDE Y --•. � , ARD SETBACK 20 FEET , ; ;, ;�-r- t •° i [ .. '•• 4K of !•' , .� •; '; �,: ',w; � 4 .' ♦..�. ` ' REAR YARD SETBACK 20 FEET •�' i � � .a� ••f. ' ' '' _ '' - r• GENERALNOTES _ •4 � Y ••:•. 1) THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA I1� FULLY EXCAVATED ' ' ' , ,�.-,� = ;�~. ,%�1=-'-;,; : -,.�'•--,.?' �,_'. '~ AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE S1�TEM IS READY FOR INSPECTION, '• '` �� ''•` '''• `~ � • • �•' THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH. -._ r � r '+, r t r ice• ~• r 't\ v •'%�f��;r �.� � ��•�: ''••:,�- ,''' . ';,•;.; 4• .. •`'. •• 2) WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUtT AND FINES. r j {•'�I ~�.� ` r t:'- 44; .•" j • r '� ••�' 3) ALL ELEVATIONS ARE BASED ON A f � .,� _ a; • f , �., .fir.~ SSUMED ELEVATION DATU!•1. 4) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE j CONSTRUCTION OF THE A ' ~' - ' • OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF � � mil, ' ♦�i(-)' ` ;,�I 1 ' j•' `. 20' NO ACTIVITY •a ,�. ;;p0 ,;cc`� I. ' 1 _ i�t o ZONE O �' ��A1 5) NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE WITHOUT ' PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE LOCA`- BOARD OF HEALTH. LIMIT OF BORDERING VEGETATED WETLANDS J 6) UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE ENVIRONMENTAL � ODE AND ANY / SILT FENCE/ - p ' APPLICABLE LOCAL REGULATIONS. \14 ,f LIMIT OF WORK ' 7) SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTJRED BY A. ROTONDO & SCNS _ OR APPROVED EQUAL, i 150 8) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OF LEAVE ALL CONCRETE I co STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. 9) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALEC WITH NEOPRENE GASKETS OR ASPHALT CEMENT. 10) EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND BACKFILL WITH CLEAN TP-ss- GRAVEL AND COARSE SAND. ' 3 ASS 11) THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL t`•NIT. BOARD OF HEALTH iN(VtcCita;61 1 LIMIT OF PLOT PLAN REQUIRED ��1H�ra ExC�I�'ATED EXCAVATION 5' TYPICAL .•► �' TP- SCALE: 1 =30 k- �' _ ,-' • 2 BOARD OF HEALTH CAMPS 14x 11, S 99-1 N � DECK y ELEVATIONS MUST i�► RR�"'''. w � � �,-r S�+CKWgSH OF 1,�A { 8I �y � CC�It!,. � a I?�.�C.. !ON OF THIS TER � 20 GARAGE � PROPOSED � , r� , PURFICATI CHANGED W1TF14UT BOARD �5 Sf�l�� Ic...� SYSTEM MUST BE TRATI O(�OR ' OF HEALTH ��PPRDV�L SLAB= � T.O.FLIN57.50 C�J�P LETED WITH THREE ON DEVICES I'�AY � 156.0 � SLAB=150.0 (3) YEARS OF THE DATE NOT BE DISCHARGED TO PORCH OF APPROVE THIS SEPTIC SYSTEhr 310 CMR 15.0� tim ETIGINEERS IS•GUiIT - 54 , 55 PL/�iP1 E: CERTI Ff CATtOfV STATEMENT REQUIRED NOTES: 1. THIS LOT IS PART OF AN AFIPROVED 1 .SUBDIVISION FOR ALDER DE\I; LOPMENT O F HEALTH S I A M P S ' I CORP. LOCATED ON HIGH HILL ROAD. > T _ � � r BENCHMARK 2. THIS � LOT IS LOCA FED IN A SINGLE CB-DHRESIDENCE B(SR-B) ZONING:DISTRICT. "„ THIS I I 3. THIS LOT IS LOCATED IN A I, IRM ZONE C . SYSTEM IS 11, Q�' ELEV=158.37 �' � J � PROPOSED ---`�" DESIGNED FOR GARBAGE I WELL 4. PER CENT LOT COVERAGE: 7.2% t THE APPROVAL BY THIS OFFICE GRINDER WHIRLPOOL� S 02'4�'30" E I � 5. (2) REQUIRED PARKING SPACES PROVIDED IN GARAGE. I E t)E_(' ? 2 t999 DOES HOT GUARANTEE THE OR OTHER HI ( � j V. THIS LOT IS NOT LOCATED Ily AN AQUIFER ZONE. _. GH WATER •'' ` EFFECTIVENESS OF ANY ' � 7. ALL WELLS WITHIN 200' TO THE S.A.S. ARE SHOWN. • INSTALLATION USE DEVICES. \ ,i aF1�lOUTH � o T6�.i��,;�[j F HEALTH !I BOARD OF HEALTH ' P LU M L\Ei'OH \\D R I VE FINISH GRADE REVISED: DECEMBER :7 1999 � ' I ELEV. = 156.0 P.E. STAMP SUBSURFACE SEWAGE DISPOSAL Si' S7•ElV7 DWELLING 4'-6" TOP OF FOUNDATION � ELEV= 157.5 7 1 3" 1500 GALLON 154,90 REINFORCED CONCRETE 154.10 153. SEPTIC TANK 154.62 DISTRIBUTION 154.37 BOX • •• • • LEVEL STABLE BAS SYSTEM PROFILE GIs I F FINISH GRADE EL.= 155.3 ImS,!;�c �. y� OWNER: TETREAULT RESIDENCE z- SSE N°• �� LOT 8, PLUMLt-1GH DRIVE pS A �+ �� V"- BUTTERWALK ESTATES N No132�65 DARTMOUTH, ti1A 59 � € f 5 , ENGINEERING FIRM: � 153.60 - - 13 Welby Rood P.L.S. STAMP � New Bedford, MA 02745 v 153.83 v v v v 3/4`-1 1 /2' WASHED v v v v © Enc, (508) 998-2125 v v v STONE° v v v v Civp and Environmental En/gineering FAX (508) 998-7554 ° v v ° ° 153.10 fond Use Planning SEASONAL HIGH GROUNDWATER ELEV.= 149.1 SEE NOTE #10 ELEV=145.7 LIMIT OF EXCYAVATIO DATE: 9-27-99 CONTACT PERSON: DAN GIOIOSA ACAD N0. FILE N0. DART-1968-TETREAULT-SSDS.DWC RESIDENTIAL 199S RESIDENTIAL 1999 .......... - *.. - * * ... - - N!mm-- - ............ : ........ V........ .......................................... 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Owner of Record: F - ).../cliel.- F 1r � Name(print) 2.2 Authorized Agent: 3 &- Lltu il �4 ContactAddress 67-e JJ 4 .fryul. 9 9�3 7c;21 Phone Number Name (print) ------ -- -.-- - Contact Address Phone Number ................. -- --- L — - *-1- ............... .... .................... .. ....................... ........ ..................... ........... -- - I ..............................................:-,-,-,-*.-,.-O.-,...,-*.*.-*-*-*-,..*-,.O-*-*-,.,-,.*-,-,.--,-,-*.*.,.,.,.l.*.*.,...*.-.-.....-.-.-.-.-.-...-.-.-.-.-'-*.**,".,.*.O.,.*.* .............. 0 ............. :-:-.-.-:-O.:-.-:-:-:-:, * ........'.".%1.1.%1 ........ 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Are you a Home Improvement Contractor subject to Are you claiming exemption from the requirement? Company Name Address I Signatu.re Z::�7.\ j �.3 For residential Remodel WorV I k Only �� :'ERS'O��S CONTRACTING WITH �` F QUESTIONS OR COMPLAINTS call on Home Improvement Contrac Owners Name (print) ti O 180 R-6)? 0 yes 0 no If n, o to the next section! e0yes Ono yes, submit the ..; required affidavit! elephone License Number Expiration Date Not Applicable ❑ Registration Number (if none, state "none" Expiration Date KNBRED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND: ite: �&Registration. One .4shburt n Pla ce ace - Room 1301, Boston, .lid 02108, (617) 727-8598 I S ignature by sign n •�bove. the home owner � • aci�no« ledges that there «�Il be no ellgtb�Itti to the Guaranty Fund Date - --- - - - - . 3.4 Hoineo,%vner Exemption - One & Two Family Onlv FOR HOMEOWNERS WHO Iti7E1D TO PERFORM AND BE RESPONSIBLE FOR THEIR OWE' PROJECT 109.1.1 'Licensing of Construction Supervisors: Except for those structures governed by Construction Control in Section 116.0. effective Jul ' y 1, 1982, no individual shall be enzaecd in directly supervising persons engaged in construction. reconstruction. alteration. repair. remoti•al or demolition involvin g 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 a Constructie Supervisors. P and Regulations for Licensing Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section: P P provides that if a Homeowner engages a rtrson(s) for hire to do such'Work. that such Homeo%Nmer shall act as supervisor. purposes of this For the suction only. .. a H 0 m eflw � •n er is def ined ed as fo llows: 1Io�� s. P wh o �� s ho o parcel of 1 •n a ar and o ti • ' s � n which ( he /she she re • sad eS P or intends to reside, on which there is. or Y.: intended to be. a one or t�vo family dwelling. attached or detached structures accessory to such use and/or farm structures. • A person who constructs more than one ho-me in a two-year period shall not be considered a Homeo«ner. . If ��ou are ap,�Iti•ing unde ,.fiction sign below: ignature: .. lw--�- . _ . . r our signaTure carries certain responsibilities, includingft- but not necessarily limited to. general liability -- - -- -- - NOTICE TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations ��ction that any licensed Construction Supervisor, whether or not they have taken the permit are responsible for code compliance. (see Appendix of 780 CI�rR R5.2.15) ...... .......,...-.*.-...............*.....,.*.".,.................."..*..-..,.,...........�.. - ......... ............. 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L.- I Vnew ❑ addition 0 alteration O repairs hdchimney/firepl?'ace 0 woodstove construction* I � �Pj�,� . . deck 1'�. /_ ❑ pool 0 accessory bldg. O replacement window/door \other 0 demolition / . (she�arage� no. of windows doors (specify below): (specify below): �--;:�, * If new construction, please complete the following: Single Family: no. of bedrooms 4 no. of baths. Two Family: no. of bedrooms unit 1 no. of baths unit I no. of bedrooms unit 2 no. of baths unit 2 ' o Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify): ;i�- Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify):---ru c-�� c�r,� - - 1 o HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify): o Air conditioning - (separate unit) 1:1 None of the above to be provided I. Hot Water: Gas Electric Fuel Oil>,00�------ Other X37of Proposed Work: I _ A � s - --]I J Y) (I . X . -11(1x�,9f--.-Jj ,�-- (LI, JA� - 0 — - � , - V..,.,L , 01' �J I ( .� I 't U) / ld)o OJA" --6 (),--, I ".",".",.., ............. ". - ..�...g.T-.R.UC-.-.T-.-ION:C--GS-I.-S-*.*,.*."*....,.......,.,.,.......l.*....-.-.-.-. .— r �� -- -� M� - am - — .:::.....:.*.* ....... 1.....Wo . . I...., � . -- ......"...... ..............................................,....�... I . . .. . . ...... .. ... .. - -- -� ............................: .............................. .............. -11*4 .......................................*.*.*...,...*.*.,.* ............ *.".*.,.*.%*.1.1.*.1.1..... .... ............. . . . ,f.-,:*:-:' -- ............................. -:-:-*-*-,-*-* ...... SE-c-T.--ims --:-:P-�.-,::-6-1,9T---- -N kT .0 ........—O .. . Z . Item Estimated Cost ($) to be completed by permit atpplicant Building 2. Electrical 3. Plumbing 4. Mechanical (HVAC) - - -- - 5. Total = (1.+ 2 +; + 4) 1 *Estimated Totat S �s'0Q,0 C .,_ .... � : i :::>t i�;':.::t:i�< :;i?>::> �c;c:':cc:::c=r:=:i::> >��">c � `c� �'�� t2c = �c�Gc c ��>{'c?�ccc�� c:2>> �> �:: ;` .c?� c� ;•<�>:�>c�=6 '=:c�:�i �� Sc; �' �c'c�c� c � c� c% �? i��;:i: � cc`cccc:ci:;�ii: c�i?;`: � i; �: T?>`i.;; ;.}} ;�:;:;..� :•,••x: ;� ;i i:;�:�:::��: �' �;2� c�ic � c' i� t{ � c<':2�> � i� c':�:%' i�'[ i>: `-0�i�i� 2�:;':2�: c :. �a e o ... O.O..........O......::::::::::::::::::::::: ..........................-:-:.: .. .core ��ed<:�he�..�w n: tact ::Idi ................................ �a lies:% . (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 I 0 1 1 * * I..... 0 ...... O....:-:o:-:-::::::::::::::.*.*.,.,O*..O..O............ 0 ..... - ....... - - - -* , -, 4 . ...................O............O......O.........00.....:.:.:.:-:.:-:- . O.. ::.::::. -----.0--S.--r- M------ 01%. - :: E ft, .1 -k- t, .- , , no R I -to E. ui -:. ft-*. N - TO, -, -- E- ti -L. - - *'****,O**",*Oo**",O*o,*,***-***"O*,***"O*-O*,O**'*'****-"*"**********""0,*",*,O, * - - * , * * , I. , as Owner/Authorized Agent hereby declare that the stater�ients and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under th pains and penalties ofperjury. P ,yfto f - Signa e of Owner/Authorized Agent A.14 UP c:•.%%-PN%*in,,forms-,bidQapp.res T� r nn Pate f.. [\�`• 1��1� 7 , yyQ tll•T1ll,tn,% 11rr"cC �1ZAvn�w Dnr*n "f 1 - I (%I')n