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Lions Ridge Filing 4 Block 2 Lot 7.PDF
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CO 1 j LJ v � • ' �`�e It �x 1 a i ° 1 I vt:�51 R`2 E 1 ' JACK - W/ ROOD - IZ rl 1 i tG i I . 1 3 2 i A4 1 ; c� q r7 I Pml I 1 -3 € ; �-- - IN r , �' .^ •- - - �Q, 'J' °�!'iQ'riiR 1 Si�os11JEGA�H'ED rrZJME� t ��� �".i1 E..:,..� ��T' "d Cal-?6r-F-D OJI~�' I — _ 2EF r':,( ', PltN } - - - - - — - r i �""� " I ,. i 1 !�Z4 yp „ 1 I DQ1P pi VGR•f✓2 I 2-0- , � � r � 1� J --- GOt'PE�• GLt'^''�fZ. , # �� o "TS p E 3 °n r- 0 o c' - '1 IZ 1 f Z DF I P 5 _ ------- -- - - -----'K- -- - m ac c � , v 0 o s oa n� ciyo0o � w ' _ Z � C3" a+--.1 ti I Za J 0 J I� � p`'`} 1 ��a E c�s° p a e'a m� � i? c,,: ":P22 7 QS F I I Cover entire roofwitll Bitulhen, ice and Water shield ca:? co vl a v cn ;+ `I i 2 2 See Product Schedule flor ieciuued flashing mateiial I L 6 c a,° ; U ° ° , 8 nGv :3(noo 00) o 3 Provide 3" x 1" ind di ip edge al all eaves an(] rakes G €� ~ E`3-8 ` ' ` °' ' ° 4 Provide 24" wide nttl flashing it all valleys • job no. 5 Pi ovide nitl flashing at all i oof-at-Wall locations 12" up Wall & 12" onto roof /� p 6 Install ridge vent as detailed at ill i idges over heated - spaces 7 Install mil drip diverters whereroof eaves butt into a - wall and up slope of all exterior columns thru the roof a" VaiI OPT �z,, 8 Provide crickets tip slope of all chimneys, flues and offset walls } -� ` �� ` ` 9. See elevations for additional infarmation 7 C-l�7! £.,r y ----- ~--- ----- 11 it IQ_ Install Ray-Chem Ice Stop heat cable in all gutters 5GAl t- %Y= i'-�" LO 1 CO i CO ' t E�OIL-�c.,"'. f'"'lr L.'j.,_--1 � �'.•" t., �/7 , TA tv!+V(� _..} >-J4� i _ \ d _.r' I � ♦ t t . A .xv e.-� / } e t ! a ' I ; ! t c 1 i FL 7X. l � '. ,� +r + ' n' _ • '4. , A A 1 f 3 i""- 1 I -A i + __ ,+ i- , ' t yR f A`i I C7Z I,Q h{. f7_LBV r � id 'w\..]i fWm... .„,..._..,.....e....w,.y_._w....._ _ 2a LN t•1I 1 _ [ 1 '01� / t, I' ' 1 ^_1 1 t • + , 4 A , `� f - • - r fir..�i �O,(�. ,w ._._.._... aA IZ �^# �' �-�' 1 For clarity the detail section cuts are r ' , 'f( ./< , , a , / �i' �2f7's�lq # theYcaPP�Yotoo all psimilar econditooash&wever. ( - locations on all elevations (u n o ) $ ° - \ A t� 2 ef footings soil r _ r gar rdless of elevation shown _.1 ti , - - 3 All sills plates, rim ,joists , and other � rAl�a a_ ,A i t t \ y / r / - \ finish � 6 '"�� ! - - wood framing & plywood which is below wwM r� /`r , rr - ? ` /� grade to be pressure treated wood / I � ,x � L,�i` `� /��'� �� f; -� % i ^�? � ���•, r,� 4 All elevations shown arc to top of plywood or top of slab ( u n o ) •� X, a ' , 3 24 ga flashing turned up wall min 12 and t,}`-_, •I UT°fEf: I I �� li—� Ij Ii �I h v'� ( J under roofing min g Materials shown are typical in similar locations throughout the building (u.n u ,- ? 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Y'1 1 r S_ 1 - �r + �_ T ! td1 l �." 1 Yy/ I -L L- I'-1(�t:7 w�('..w'1"I.IT7Y ;.0 ea y c a c t� r �4,.r { •'- �� X i _ t a awdnsn,t� r S /� I t 41_ ty r C i s Ls__ L t1 ! lo�''I��" C C C ac o E-' C Q ; -FI�,1lA \- �f t t (_ A_t--A L- 1 � 8 2 2 ° s Uy � CL y 3 C E3 m a, u 1: q y C y � Ci �` a Oc cC) ¢v E r-1:3 U 1 c r-1:3 u w 0 - ,O t2.C 10 "30 0 7 I -�°• -` - - e Tom_ �r'� A�s l�"w' G..rr�t ja ib no. zi • Qu -_ dt 3c)) IUAGHANE�I1�1�( � 1 . i /r Z fE� L0 v a T�C.a I C] Al of IF T- b, J Typical Roof Const - Roof mate,Jal per spe 13. PIC. r _� _ - - -_, 'v'i�•' ' -yim .r.. C.✓.Y 'a'^-. ., • �.. y-. fa'•M1.^""+'i - y °. "',-•'- i «.. :.�.` �- J ° '" a : t+r �r a rat ��_ +w" t� . .�:. r; :_•" 1' d •. a�TMt., ..t •" c c ' ° water shield .,•us �i.N�e. ";r�t� '--�=='-r ".'�s"�"'' +-"' . x .,.:�"'•�;.0.-'X - .'ti. •+.;„-3,-•;•a�i.a °-==*•° Ice& w I Z3^8 1_ '°t/�s L \/ f`•j , t _ � 13 0. PK.5/8" sheathing #0° r. ; tainteed R-38 ll G baits C3 C � Wood rafter framing (ref struct ) 4 mil vapor harrier ( LA 1/2" gyp bd Al Typical Exterior Wall CConst Veneer ass ec d - - 1 j Tyvek infiltration barJ'ter `'W`° 1/2 sheathing V� R-19 r G baits Study/Library == .; 2 x 6 framing 204 4mil vaporbai�ier Ian :' < 1/2 or 5/8 gyp bd (per Finish Schedule) Typical Intermediate Floor Const _ t1 Dining Room Grow Room Floor covering per 1,jnJsh Schedule 'fl.l� �fUflY / 1 �INIG,H .D 203 {) 1 1/2" Crete w/radiant h dronJC heat 106-Ilya , 3/4" T&G plywd �IN15H�Dt�tzAti� �. .; ` � �---- I ► - R ° ' f 9 unfaced F G hafts 1� Utilit - 1 1��� I •.. r " '� `= - -__ Wood joist framing(lef struct ) Entry or 5/8 gyp bd ceiling (per Finish Schedule) ti -� T Rl�i• ,�, w_ Typical Foundation Wall 2" rigid insul on exteiior(below oracle) f l ��', 8" reinforced concrete, (per Struct ) 1; -� 1 1/2" furring a 16" o c (at living areas) ' - _ '-'-1-fif.."rt��cl-�nsulatJC�}�-l�r.LwLell.fitrrin �1r.;1%�•T1v�.l ., ' � � � _� � � =�t`1"i"fZY l�ta�°JI Garage \ `g .I ,� , ---------_____. _ - r x .-.... ., �- ..... o n c e 9 OT 1/2 or S/8 gyp bd (per C'uush Schedule) --- tt.1 - - --- - _ - `` i � -- - - -,.,; - It7D'-pn C- l— Typical Lower Floor Const. Floor covering per Finish Schedule - -- -` -- — ---_____ '�- r. ' 4" cone slab w/ radiant hydronic heat i ---- — — 2" sty►ofoam 4" gravel BUN" — -- ----- ---- — — -- -- - _ ._.ONNG LcAK'AG� ` - _ t - 03 ScA�E: �Mil � 151 � t Log Beam and Decking Cots .t - 4- ------ '•---• a _ w — Log beam (ref struct.) 2x6T&G decking `- J , 3/4" TS-,G plywd 1 1/2 Gyperete w/radiant hydronic beat r Floor covering per finish schedule @11 FE(D-V0 1 Typical Interior Wall Const. / scAL.5%t';. I'-U" 2 x 4 or 2 x 6 wood studs (per plan) a Sound insulation (per plan 8-, details) ' 1/2" or 5/8" gyp bd (per Finish Schedule) Al 1- t a C7.PK ,a.» w, a Imo' _. • ..,. . , �.x .+ w.a ' - ---- -----__—.____-:._:r.. .-_ _ - -_ -.._ _-__ _-—_ OL I.,) FtJ2.�Z. C�r�. .� - C- 120'_`t" t.4 rEIL.IN i 2 Closet Master Bedroom I ; � Storage �! A ' 21 i, S 207 _ A Mr'` TEK SrND E GPQc3tr®®iii KitcitC3t°1 c R c 411 ^, p/; d■ /] .- ° i c o cs uc b c, rs cz ` t c 6 / qZE iroc� ° u fir' .r k, �, \� I row` ¢ mac , on a c7 1 Entry t _ ¢ c G ` B®droom I ( 106 / ' ,��•ri , �, ._ 3� __- ti {� ref°fir�M.��KGIt-GJ- 3/1 a 2 L v °` ° r- c c� G 0 Bedroom Exorcise Room y __ F :�. ' .� <� c> m _ - I ?°f �1 09 907 T) °E ? j' '1 E c7 > �� E s r k�el7y�ooNira/ AEG• RM. G.1 r a r:J 0 Z) n. '101 r 1 as h 0 SECTION NOTEEZ19- FINS C I For cl' rity the detail section cuts are � 0 j/ j/ 7 ...w..v.�..vw-w�.•.r�w+j..a..._.� ti�"I-�i'r.11 d — •.mss-e`�! !� � Y G-�k I Yi---- 0< r�ueIcA-n��J �. indica�ed on one primary section. however, i - - - t7�IN they a�ply to all similar conditions & a - a . locations on all sections (u.n.o. f. Al 0 2. Refer ko sheet S1 for foundation plan, notes, and details. -°— ---- - vo-11 3 All footings to bear on undisturbed soil regardless of elevations shown. Pl-n _ '3�i} +�^^^ry fat t l 11 d All elevations shown are to top of plywood or J • top of islab (u n o. ) . it=t'--ot' °-`--w 5 Materials shown are typical in similar - locaions throughout the building (u n.o. ) . °T " 8 All � MARK SIZE W///5 AT 12" EACH WAY, BOT 102- 0 L A 12 X 76 SQ___ 454-�0° 32'-L" C-- -- -9" X 58" SO D 8" X 54" SO its'--i�er° G'•a'' f f '- O� (�'-p.. �'-23/x' 3'- lo" G'-o'' 3' O'' Zra � —E� -- - $„ X 4$" SO 8" X 38" SO \ ( H - 8„ X 34" SO 8" X 28" SO - ------ __ _ X 24" X 36" N— 8" X54" X66" _, P_ - - - - - ti „ 1 „ 8„_X 24 X.48„ --- -- -- - � :.7 TR W/ttO# 5 r�t ar7_4 ) � R 8" X26" SO o1 '5' ° ' � r !{ F n T. T v,W f-EV-P'• F P+f .a •n J� c� ryb- 7 U.t-. ; 1( , _.<.. . I 13 51 G.+I M , 101'-113/gj GI N f'I P'%. x t _7 in f -""�•� 1 1�. rpl V. r = c �A - ;'�`'.�,.�q"...�.t'”` �"..,,”'.,�,�"' .��"..-,, '°•4y'.-.. .` a ,.:i 'a.` '",.'.s1K"«'� '°°'....s'`-""'a -"� "..,-" -a' j °°t'_ ^'A�-' I ...,...,....M,.... . < ,.- - 04_y ICA IOg-Ilya/ N 3 � , - Z-G ;'� EP !N I--TALL _ -F.'. . . - e - ! } M PQ�� T -a Ir -� 41 INTO tJALL _q__ !-�" - I 2Z O BITM'J%t-I:�--' 7.0 W 1 1r N pOGKGT il'' ZyL 51_11 -1'-2" 5'-C�" d (o WIDI< ' 'j5 � 3%Z" d` - ' I i YL" -_775-Z— ) 51 5M ?� '�� G 16 M �I `I Y9 � -3 - 0 lit-9 301 � 5z 4) /.il IN �t...A 1_ _ f ,t C°' ✓3 �I/l'�J�^�':�l.�N'r C •ri�. II'r \ i 'r O I - 51 —- - rl •,•',•n ' tl .� , u , ,� i� , ,1 , r, , `'1- �3/q-u a - 4 4l Ir 51 '1•Y° � 3„ � - ----r' \ °I�''-I" S 1 rye'1 \v / :✓'"i • i �a.-�. - � 4 J —`-izj'� f�" '{•Nt�`KGNE;D ` � _- - --- S�, fabJ N f A �GA'F� W/%(L) 5 DoTfaM '' - I - ) IbLA b l \� I S ,�u ' w St TO IN lei. %G'© z'+ d,G, VE tLT. I `\ t 2=�„-�'T5P IN 6 tALL - �0?.t'1 vo10 FOP- 16' A _ } �j. 1 c j EXTENDED I(o'' IN70 3 I I /�,_74r Pr-AINP'Pe, ;s r ) ._ a l MV WALL(;, \ � - �j IN50 LUNG WALL•) 51 i 1_4 -i" ` ' �0(( r ;ti \ r ,4 -`, I ''-1`'1 / -- --- 1n F= I - ; ,�?_ �1 > \ i f t =i '-I" Iq� 4- a. uPC.VE T ;� SI TD 'p M 5� Z = �- EXT. NDSP INW,,'"lU l �� ,�_., ZO" P ry pp = �'-�' ,�" - 5 --- "NTO GGNG WALL) UNDI6'f.5 N O / _ 7 0 IE�� � 0!!.) i;F ( _� � � sl ,c� REF � 52 I � � r i � tp -� r-v I.oNG STEP Pale. ,� ' �.. , i `- xja 3 �, -"� ,6 � � f3A GG° t'd, _` ' .•�_- � �.� 1- 0 Al UND16T�JOIL N -' { 70 ; �,� n,^+LL S1 G_�,i Oo'-t7" --'�• - -/`!— ! in fist r'I i �tY �' " + � I cY ` I € I.- a I IZ;O'•O,i �Z L 34 i 1 1,D y11 r ,,, v1--4� f j1 ✓�"`i iJ ��\ )� / - �- r_�._..1_. (y1f _1 r7. il_ �3 -1- I�✓ t�l Q. I { _—�_— \� �D roLA ?� ` 1 I�'� -5„ �t' ' e�7 i� t�l -'I AIM -1- ! ✓ . a \ (,j o / -� - . «�- \N �\ I T o� ,44rr-0 1:Q i✓-M S—�P_!_G y..—V - _t�l <f� Xql_I' u o x 1 / 4-11P I T A C� l INP PIPS r___ , 9 +- f✓UN yr\�L,IFCr•H N T c n `us tl' i ---- - 1 n c } . IGO'-Q'3j aJ tee} �- pl'-za f 21_f�il I ���" I-•l� - -- '-Z'-- - -- -- i -��" ; �` c o �?� r_ < - h /� �7 7 e's c,r9,^°� j' a.z 7 s �1 e°� n r n 5 ul �. �Ci �`r� 0 GMU + ''?`-L �<°> 0� G 3L! G i �av � t '3e_.� �1 '�[st t aG � 0� �i��"� :1 i c° o o �; o r ��7' / ti 3/" 9-{-II'��}' \'� �. G1G'-1 , ' s l _ _ v /PZ i s _ -- -e - u' - _�. ___.� -_ �_ ___- _ _ . __. _� (r a`_ a 4' 41 3F L 1 c p i < L n GMU, ET WALL LL_IL17LI I _ _ a `i — I r aL � `(- �{ 18" CONCRETE (3000 PSi } FOUNDATION WALLS p � y (6 GO G MALL - — o' i WITH 2-f°5 TOP & BOTTOM //4 X 24" FOOTING P 0 INTO N DN - t7 1 All footings to bear on undisturbed soil r ;I _ ° iJ regardless of elevation shown 4 ' di�lmeter crforated „l,tstic grain i e I'_ �M }.. g 7 Foundation dr31n where e {ui.e.a is to be { z'-II" s_OI 3-I/i m / �f _7 �, a p p pipe , I DOWELS AT 48 & 12 FROM CORNERS, ;_ - , a� 1 �-1�� / �� ut { embedded in gravel Run to daylight '-- a '� in 2 Foundation wall to be centered on foot 8 X 18" FOOTINGS (7 40" MIN FROST DEPTH TYP r r ° L GWIN It Z�ZJ t- g j.UN Yl-lCdFl1- 2, fi 32 �`` J� O unless noted otherwise (u n o ) See g All ba kfill to be conoacted with a ,aYl^un 4 i 3 ECG J r details i _ i of 6" iarneter material S I L"�t;?LLS OVER 7 FOOT TALL I 3. foundation contractor to coordinate all , 34 GRADE 60 HORZ AT 32" 1 1 C O M 6 Do not back. 11l anti. floor framing plywood dr , nu�uraanc :unnitnlluu•t of 3'uuudutlaa wally • °I�7'-,l0%%' \/"' 31 a Y ! is in lace � � -o GM \�. �_ for utilities €� ./5 VERTICAL AT 12", '� 10 Maters 1 under slaps is to oe a r,in> Tul of II 1J" FROM INSIDE FACE, ----- ---- 4 Contractor to notify Arenitect d4 hours prior 4 ' of 1 1/2" minus gravel over unalsturo, d o. I 1/2' X 10" ANCHOR BOLTS AT 24' 40 UI to placement of an concrett' soil -"13k}- , I AND 12" FROM ENDS SILL PLATES, � -p�A.'�",-"'.' `'• ''h 5--1°ti/e,' e�'_r>�%�'/ � 5 All elevation shown are to top of plywooa or -- ` � ` to to o1 slab u n o 11 All sills , plates , rfr 3o3sts , and other f _ _ ® p wood raming below 1n,--hod graae to be I I — �1" pressu e treated mood 1 GRADE SLAMS 6 Founaation insulation is to be 2' styrofoan C� typi"Ill full ht 3 luunduLlou pee lM4'Lt•e - not i � 1/2 X 10' ANCIHIOR DOLTS AT 4 J' shown for clarity _ - _ -- - -? i AND 12" FROM ENDS Sll_L PLATES � �'j Imo' �' 7 1=P'�_ c -- -- DOWEL WOOD COLUMN TO PiER �' ---- ------ - ----- -- --- -- ---- ------ ---�I W///6 X 36", 12" INTO WOOD COLUif N, PROVIDE 10" DIA X 38" PiER VNJ/ SIG un-0� . fix 3 - //5 FULL HT AND EXTEND 8„ INTO PAD -- I^l'f� �T e I I om_. L.. . ., ." ' ,i 1•—"a 7"TX I r, \3 - �^4. / ,\ /fir' y II_�t __ ________ _ __.____._ __ _ _- ___.__._ _ _ __ _-. _ , j 11I 'S � �. 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PANEL EDGE�a - - =_- - --_-- :(� - - - --- � t o y 1 SILL it TO r-CVF ON ALL 7-5 S K 3.3/1 to O y O C ExTEF�Ia�. WAL1.6 IN coNT L p O E c, - NOiCTH-601.111 DIFLEGTION F-EF'15%33 N ) �ooF VU[--)n9 _ �'"� r_� f"� F_� I o o ° �v , c� r' 0 G��O C8 :-�.� tr v� U L__7 3 _. .o ` , c n, l H EE3o n •r ^-jE o r� A A-1 1 518" CDX PLYWOOD (40/20 PANEL SPAN RATING) ROOF DECKING 2 2X6'AT 16" EXT WALLS 3. 3-2X12 EXT HEADERS WITH 2 LAYERS 1/2" PLYWOOD job P • 4. M L INDICATES MICRO-LAM _ 5. G L INDICATES GLU-LAM 6. C3 INDICATES 2 - 2 X 6 POST, MIN p.aC,co 'r 4 1 7 LOG BEAMS TO BE SPRUCE-PINE-FIR NO 2, 500 PSI ALLOWABLE BENDING STRESS OR IF SPECIFIED DOUG FIR, DOUG - FIR NO 2, 875 PSI ALLOWABLE BENDING STRESSA ,- »< 8 3/8" PLYWOOD ON RAFTERS UNDER OVERFRAMING, LAY 2-X 12 1=LAT ON ` RAFTERS FOR OVERFRAMING - -- 9 OVERFRAMING 2 X 12 AT 12" SPANS 11'-6" T010'-O" 2 X 12 AT 16" SPANS 9'-11" TO 7'-5" '$ 2 X 10 AT 16" SPANS 7'-4" T06'-7" —_- 2 X 8 AT 16" SPANS 6'-6" UNDER 1> IiJCI(�!s i Jc� '-7 rt�{CaL-L- • `�s_ „w.,� a ••���w"�wl-v''=—"i}-y'�y-`tY.y,_.F.`�pji-.....-..._... .. . ".. W { „ All 97'fl 6 t e"•"'°„ . „ti=*"� F""e � L' Y li , "' °,�..`$ Z L-1 `�k` . L,o...0 lr Y • 4 ' L LF7 I Check all kitchen, wetbar and bathroom details (in GEILIh1G FIXTu►�E cs . I t oject Manual) before installing rough electi ical b G] r Install in locations shown on these details czFSsSED ►/6 E►. 1 M '� .fit ° "� 'k 2 Bottom of all duplex wall outlet boxes, phone jacks, Q �• � � and T V jacks to be located,12" a f f (u n o ) J4 pG� 'oED CAt✓EYE6h!-L Rt m o.. 3 All switches, duuniers, etc to be located as close to the door fi ame as possible, with bottom at 36" a f f 1'Q Wnn_t_ r tx-`ucz .e 4 At counter tops, the bottom of all duplex outlets, phone FL-Uo►�egc.�tJ-r FIKTt-1 rzF- and T V jacks to be located 7" above counter (u it o ) n r 5 Confirm heights of all wall mounted fixtures with Architect and/oi Owner Z TGLEVISIOtJ ouTLE'(' 1 6 Contractor is to locate all boxes for lighting, switches, Pilot tE Jn�t' ® NE JnJ�' (tt receptacles, phone, T V , etc for approval of Owner « t J � N Iof-] e0A and Architect before drilling holes or pulling wires ❑ lW r o SMvKE ,4lr.b!zM 7 Recessed light fixtures in sloped ceilings are to have an �0�,. adjustable slope housing Ct== y i �pJU'�Y,-1R�.GY-FwmUrzE. 8 The information presented on these diawin s is 5 diagrammatic and is not to be scaled It does not A-1 necessarily repiesen all boxes, wiring and other � t 9 �L�Trzlr�l_ R��L • 1 3 materials necessary for a complete, working Electrical X7 System 00Lp DN. EI&M 210 \o _T 0U7L.ET T � pupt_F_x ouTLF-T l v ._. I � ry2v F"��- � GEru�G p, € i � 1 D. Utilit O F I h II 1 r ! 1 2713'0 t O D. �y 1 q _ u Crawl Space © CHIMES D-+ P0sl-1�01TOM < x Fq ' 003 ,} 0 11 O ---angin q —�- ��wrl�i► i 113 F' �� 1 1 IN-fob ` '� T F-1 f 9 -- I O i 021 O p,l II 3 w F _ _ II - _ 2 O FZ O O D1 5N --t(� -W,�-Y-r,IZ�I�wITCtTH O J O G 41 i rb R'ti° ) ! r ! ( 3 I �! 00 -2 f 2 - — -I!" E p DtMr�Esz_ . O 9 li } 0 Slco sK�cz. tr: x 2 " � IF E MF ' 11Ur \rDt�"T/' UIi AS SQU ED 'a T ` O Hail O -19 N � Wf' ►• I�°rN�t=1�F �� �v� ,1 Y I AF"r- hR /E F MI €`, � To i.J1C3 4 ath ! I 12 ! Q F I - �', _ I Entry L--- -- F F I I II > I I I UP 40 n Y; �I-AB 3 -Car Garago _ J 0 A — 2 —— — — — —— — 111111119 AY t : ;. ss ,, IqN�� -4—NEAT?A#'E ►KrZ1C��A�►oN , � � 1 �-� �'�� _,j -_ �.� Q 1 WP GATGFI SIN I" x` O Bedroom F'2 ��� 'r E T L IDN Bedroom H — — _ — — OF E ELGG-r. E t I i 53 4 r o A f611Z ' _.,._... -fa V rTil I C rn r , r, 't3 �i MTS " O '2 Gnu - I c - „ COLUMN I.rIG S -5 SiTli PI 'kw A-1 ND'r>;�P oVib>; HG"nPN SwrrCH AT Pr IVS.WA'e ,H-r2AgG5 H ITN OV50P5 job no. proor-cos p.ri t (11 1 rcl-ca se.) rd "Ito O 1 .;i 1 rovinlowi w9 rtzanC G? a v r^'tji m • �.,�.�.r lip"=I'-a" ____� I1()I' �1 - � _- -_ _•'� � u , MR LEVEM ELECTRIC A' "L u TRUE PLAN A, NORTH rJO T i•1 4 3 v , i _ con 1 4 1 � . a _ , ., L.` , n� H 777" Al Ad Go1l'I'f >✓l,oUt2 ,h F-q ► HE.a r 1751FM J 2 0 FI, WPM�+T ..--_ 1111V1 _ x:_,-er�ar._�.ua: - _-_�.,___...:_ 1 _..._.. s0".r, i ! _ J� �^I- AMP For- ( } L 1 : 1 l Fz O l - -- = - - 1 I liar n)5 00 T _ _ r _n - { p T OVENS F' VAN O .--f � , �w 4 I ' l O ou ®Irving o (� ` , r ,, Fyr O WIF I f l ►' ( I i ! I TOIL 1 I ( 211 Closet ' - -- L I �s { I 0 �tI Iron rLou �A ' , I { �, IN F1.9 F I .F- i 1215P i ABV• _ �- 11 l�a r Y GoUrFm.I , , Low lljfi { (� ; (GQN�(zM i,o t'N� ` J f M 'y �` kaster Bath I s ( ' ' I — 1 : �....�- � � � O O A 7J, ciDny -1-0 - -.•- 5v- i= f I —' -- -- -- ----- - - IY ^ I t' � { y� , , ' - _ __ _ ...._•-_ � V ...�.�f.�.�.�.. _L_ I` I „� O ����sj � ' � ��- �✓:.�./`+_. _ .— _ I { I l_"""°�---'a �.� �� i � Groat Room ; , oot core Open to Entry Btora o j Ciosot ' 1 ia�tor edroo 9 �elo��a F.2 it ~ i { �~� - -�---'z. �=�_a._: 'J GoNFi�"} ! ' : i _ C) H CA ; o r•� — ' �, — I ��' ' AT CA-G g� Rot.d. ��-ta P i 1 ► 1 {�� } J pT Gtr Fc C�",-1 �� C) Wt- T'o oT+FF� c o v cl- v - y A n v C" f6 s Cis- LO �cy L? � 7o �t•q i - -_ - �J ° v — c o L M ft ---- — - S a � u t �> V d O :� 9 G > �,., i2 L .p s 7 gr.e.�,,u�.•r _ • lk r E°C!Tx o LOW - � � O F"� A .,,,, � ----..,. ;,!i'� ```rte J d ,� v.�..� �.� •,.,J _.�.�.._.__.. L n 9 r _._ 1 [.�.�"'�`a spa �f•y+ `�qi . ' 1' LAND DESIGNS BY ELLISON, INC. 100 W BEAVER CREEK BLVD. ' ' SUITE 220 AVON,COLORADO 81620 P.O BOX 1259 AVON, COLORADO 81620 P.O BOX 2677 �-- PLAMTIN(iS CSfltzu�,5) VAIL, COLORADO 81658 a'0(tDINP.TTf_D W/ NLJCIH (970) 949- 1700 FAX. (970) 949 - 3288 'r WITH Nf-I61NP,vRS Co,46. DVS /�,�e, ` `1'A � 1'a+' t'IAIN•'�t�tN VIC-W5, _ , J r 41, Alf l t� , _ �, 1 _.._ • '� DoVLDL.IZ. I�[=TAININ 7 31 1 r { Id-Is f ems_ `•-a \ ! 7 .,..,,_r f } ' WIrHovr' mr_"' y FIZUIY• �- r 2 1 9 ►� _ 13 to fi ,`-' •� �/^ ,'`�/ti^ � .,..,_ , ' I 11rr' y t 1 �y OTHeIZ6, (1' 16AL.), F- F1 ° IL y ` d I IZUl llll_SIDE OF 2A-• '� --,. � (t�`''- � ryr, r� ` ' _ - . � . ' • ��--/' � : � / EXIS�IN D�,AD A�f'eN � ` I - � 1 � _ ' y `:�"`_ ,� „- � � ! • � ` _� � f � . OjNLIZ AS �vONb IN pock - r HEbvY `7NO74 LOA-P5, ,�, n r �� I� t kt5VV; -r4P? vF WAI,._ t mptH JI } DATE_ 20 - — -j • ` 1 ' a 6Y oTN�iZs ALL DOOLDM IZLjAiNIH ' ` f i =- C'(Yh•) REVISIONS 2 vY 0Ti��IzS. 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