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Home My WebLink AboutPlans - 1990 F! ' w , a{j ' - . 4 ' r , , " ' r Y ' - j . ',n , n " ' . . ' ' , . ` r , _- ' v , 'k+ r ` ' ' ' r , ' . x n ' • ` Y ` , Uj ' I--}�`C�R�•NT ow 94 0 0 A m 0 m ++�m Cm wtf m W PHASE TWO S P R U C E' WAY 14 aao l. O7wC i • b R R1M, �1rr ' r.o � a >.d c o .4 o e4 t 7 7� i ++ 0 V 0vCOm 0"~N m � ue > y q.o s+ a 4) 0 >. . .4 a0 o p r\ FI'AAP \ \\ a o a +r m w ., o .� gs 0` amomo am +ra ., n! m m a w U m> ++ m s 33dilo5� Pf[-4� m e o " V 41 a a:, U go- a m o m mmmoaomem aH pi , ` ` - . ' � , ` } 1 , `` , (,1 - ` - % ... / /� " l / , ., Zd•p �V�I+!.+� ' m = w " +J 90 = b( m - -� a ++ ro m m ., sar m m e .r " , , i , C ` f �—' " r •, \ 1 .. 7r - � _ , '�•, ` ,/ / - 17. L ,� t r 'A ,,_`F � V� �F ' s �r 0 i1. Q_1 RI �I al m 0 1•1 0.1 FV I'., h�rv� / • 1 G \ 1 I �tiov�/ / i JQ 80 < Oo o i7!�u �`,�� - O o 9 t5o ` �1� J �, '�� -° Li + . --. -f p� y e Z \ \ P \ h j P -�1�1T1 ` - rr}a m u � ,r f. .. � � _ _ + _ - ' .pax- •- d ' UT4LITY EASEM ITT -o ` P ,4�� _ :,F., i � � • ° . l � ,-. , ' � �'.f'T�'3ca" � � � �\ `, � - -- _ ? � � ' co I aXi�nN6 F;0' W=R \ Y 'n1i�1-AR4LJr�P PHASE, ON E PUBLIC' RIGHT OF WAY 0) P j , " � °EX+�i{�(C� =i R.E. �3', - _ -- ' _ - -'--- - - _ - _._. 1----, -_._ -_.. ` — ._._-- - ,- ' -- ___. - � - -- - T` -�-___ . , _ -`''-� - • . , _ >• Q k ' `J k 4' r , , - x I �l — a• ,.-... - - a,,. . .- - —-• ^-- r _, _ __-._ _. i /..___._, .' - - ; , , /-� , . - ��(� `` r ` e Z ^ Q m BIGHORN , ROAD • \N EC ARC - JOHN c' �-THOMAS " PROJECT INFORMATION , '. - SITE PLAN SHEET IN'DE� °" �, " ` • . ' - . ' _ �� - . � _ +i! _2Oi .D ii-, - , ' ' `M , ��'!!jt of CO�Ot��,��ti The Village °on Bighorn Greek �o�r_ �r 1 �I't'� F. I FiOJ i 7 1NFVRMA I! � t INDEX hnm r4� Town of Vaii Communityt East'Vail,'Colorado - " - ' Development Owners: - iz>= R G1✓ 0DF2:1`4 l Plan lid Health dire Gene Williams and David Schermerhorn - E '�iC� N'T1A{.:. Approved - ❑ ❑ ��• I°I ! I°I�D 2060 Broadway,{ Suite 300, _ : ' ' ; Boulder; ad Colorado y' ! �� i �X-i-1�ul- c pled ❑ ❑ ❑ ❑ ( i vl� n r -f�2 '�o ' q I� y�T�i,N/Ch q�{ 80302 a .' . rim' - _ r { - - ' .- 7r 1� L W i K•/{11i/ _ M . ` l.P'Y f 1 /�/ 1��\{ rC/^I 1_te� (303) 939-9338 „ f r .. " , LOCATION MAP Vai�dlty o Permit M ' Sec 303 (c) 1 82 U.B C Project. : w1� �r '•�Zii'TxdN '` �/ `I'Ilt�Ga ' I Tr v, °rice or graniing,cf a p rmit er approvai,of plans and Sfi(-11"VAIL �U� s,u_ ,,,1wns snail not ui construed to be a permit for, cr �n MM mow t° ti ��IT !7fo � , TA!l ! TG� 4 a:' rc <! of, any v,s;!ati.n of any of the provisions of this c�u� - = --x : New Construction-of eight single family residences , 'I.�J+i if �t: c;�r,_'�Iri_ w Lg a, other ordinance of the urisdidatlon The issuance ri ' -� (4 in phase one, 41n phase two) �QdlTt _ N D k TOWN r. pc, based`upop,plans, specfications and other,data shall 1 " 3 - �IN� P �I C7 -"1" i no,�i;r�veni the budding official from thereafter requiring tine ' R Bighorn Road ;r 1�kILE iC- G"C11�1►��` iGO� /AIL 1->� " correction of errors in said plans, 'specifications and ��her East Vail, Colorado F�___� __ j _ .. _. . �It F►ow.! ! <o u IJ A "("loll � pL y data." 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' ( « P+ 6t-fo N I s. mc�+ ++ oa .0 > eo ---- - --- - - -- -- -- 'G 8-� S `9 f R E F ' a� a.oAa � 0�610 �� WALJ- POW j ! r. r. . m m a _ BEDROOM 2 m m m.. ,•�� : .-. \� - DINING I _ u © ' \ y�l 2X2 I I O L t� a N c > a+ o U I I W OG VI' , I1 11 O O yN III?- _1 �- - --'t--- _ I Ir I II i i r I I - i u 1 ri _ 7 t0 I ., c. a+ ■„ m« 103.• o 8 Co% I U '�-O 3-U z -o -I = -- - — --- - ------ 3/? a 31- 5/2 0 I I T ® _ T IGk6� 411 7 •. " ° ,s, e ` : 0 o G, — G `� ate+ >. c C .4. a a• m ¢ rr, ; �, Imo ' BATH 0 m,�� .,.,., MECH. STOR \ _ I 7� p - o j �' I — M.00060 060400 Gl�1Gr - ra TO GL6, m = 1 a 0-41011.a ' n � 8-OGLbI I -- --�-- a i N a BATH 3 I (` IF, Ih DN. ! , CLOS. I ��jcT I - ! m a o „ err n a - m=.� 1=LIXo�{ I IWH �J.IJ — �9 JJ , _ D N N m. >►o m a v•, o a 1 f , �y a err a s a. m.e - oar -�I UP I rM '4 - I a. o - ., ■a o °.. UP `� ° _ '9 � = O�c� G 'G� j m 0o00t araab _, w -aw WALL , �T" I I�- ,� ® °I -� = STAIR = I — la-, _ .� e a ..,,c �. m .I �� I �� UP 5 — — — - _ STAIR DEb D � A I cf• m m., a o o a a ++ a o rsa o o y o a o m a I I � p � _ - - � — - $� �.P�, € o — R '�— - 11,x' I M C LOSE T - ---- _� ��+-► �1� � I �` N � � � r �I - `y I � � CARPET -or' � -rt Q ol t ;C z GARAGE `o. 1 co I 3 1 I 000 � - - j ! �'� M, BEDROOM pow WALL. - _ O n r if I n „ GAF2P. T O `t U BEDROOM 3 , _ 5 �► LM ,� _� � m I >°cF30Y `l _► I i 1 ti �±-8 �' I I' O'' t� -� < � , � t � LIVING ' �`Iq M. BATH �, I- I PO R C H � i � I � `n � LLJ - MC I iii �R�. �,� � __ - � — ,� --�—� © _�; ❑ I f I � `�I �`_ �� _cn , O 10 L, WOOD GOL,Nrc -o Wr'�' ®A 1C+ I G I I I I I a- wvo D GO1-, 4 - DECK lowe►2 ii-vt�/ ' i C N j I ;---� u + I l Tl4 �fr2 I i 7L,,11 �,( -- I 1 — - �- I q d _ j �� I 12I,a Cc.) :200 1 --- s C' - ---- --- 28t a" I co LOWER LEVEL PL N ' Note: = d A MAIN LEVEL PLAN Provide solid blocking at all handrails, UPPER LEVEL PLAN O ►/�n-jl o - II 1/�-11-I' ____� towel bars, curtain rods, etc. as needed n-11 �Ir - for complete support prior to drywalling. z G�IUN6 o F 7 M DOOR SCHEDULE _ ,I 11 I i _ WINDOW SCHEDULE ROUGH OPENING ROUGH OPENING 7 KEY OUAN. DESCRIPTION MANUF. & DESIG. LOCATION JAMB REMARKS KEY QUAN. DESCRIPTION MANUF. & DESIG. LOCATION JAM - �KC (v� N� WIDTH HEIGHT WIDTH HEIGHT B REMARKS _ I I l O I �� N-f�( 38'/2" 83'/2" �Ior D 213 - ENTRY l0�/8'' O 2 �1 .� 2, oG m� 21{'�.'I 25%2 G 2-4z+ M, BFz:-I, 3gM, i �`��' ��`G ~'"•• ;' ' 0 f ',e' PA?I o G2%zu 1/z`I IJorzD �I, I��f IP, bIN, r �i lO%e'l 8 I n6 G l M i' �p/i' -�°I%21 - t - - - - - - - . 1. AS * Oi l0%8 P TIO I n I 11 I r �g" p 'PV,A0.4iNC� ��,1 �1 yz" R te') y'�It�1+vAY 2aFt Z, / II 'i'Eril? CAL hG — B-2451 A 7�f/2 83Iz Norte PP�Ie lyl I-a�f- i i S Gs��I, � ' M,>� r:-i °/,�va11e vsr,�lrr�v� acl 7 , r � �',� ON)a• j � __ MA11'r'L� -PAN - NF-►�R� E33=lGw ,�4,� OF COQ-��y►��`• 2�%" 3v2fi--I I Llw-& p(`'I rU'��'' (D -r 070 C:A�E I-a I I 7 01 Dvilzp 1� �Go, �I�v I P�� u , u 11 IIY.tE 0002 Iw ►2{ r1oD�;l.- W1 ol �� _ I a, ,�wNlr� °�oYy 2�/� v2�{--31 Uv3J� ��/i�o , ,► I _ �tYNIN6 pIG7Up.E a 11 Co 2 2 PAtiEL 3ZII 82;2'1 P.,�!JK D PINE 73k, AF ��2�--131 4-�Ylrl'VW, pINIt•� ��/�'i 32'x 4�'�IIRI;PL APKII..-021 (°I°l0 O 10 2G�i3 2 PAT:.. �o'I gz�2' pLAk►} D �rJ� ...R RM. �'q� 11 O 1J X121 73�2� AP � S2-F- 11 LI1/11l1C� ','�, �'I�i�o�' - I �, ,4, b BY B11 - ® I Ilo6e 2 1L= 20 82/21 KEG PI►J� i-IN�I� .�I � O G 4 ,I�l�t �'; /It� I /�3,1 3��;1 b'� 201 - 2 iH �'' I \`} _ 2 "RIPa O`1 I baL,2Ol 2 J mil► SZ'/Zt' l Dd1tja IC2) 'i 11 3 l� (.,�-It�NC� 3 " I X11 uVINO tWOH FVV>fZ, q - , Tp I i... 3DR�1"13 ��v p Z�' �!o /� 9 .?�!-ZQ I' Q. , O b -•�-tt lnl�'�`?QYIN ,�Derr r' / " p 2422-2 u --- — �k—+- - -- - Le-.- �t- - - O S tom, �A i�-k �o'�� F 1 P, �,. � u i =emu. 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YATIo� ;� BY,. .. --.._------------------ ----....-- - FI REPLACE DETAILS 0 :ell 1W L STZ FffMPL_;&� 7 I � , w a �U N f 0 I �f` I�I�G ✓EIJT 0 0 \'p z o W w m ++ d d.0 A d C 4+ 3 A a+ av = d 00 4j �GT, - - -8 47#-5� Hti id.<N oC ro v Ls,,.+M•M�..a ms io+C.",a.m0A H.f�"+1..b.oaV ca,.+.aa�.m 4 fH O"r1)a,v Ru O d.S,'e d m H C 7+�cm d"i-v".-"� taD OV g o 0+" tetM m Y >. ►m v .10 -4 C ao A d .. s H ++ m 4 o d '5 ae a+ ai o a m a,- + O a) Y 41 s+ v CO-q go 1. m o e a 464 cc °°a °° n cu V° w G r{�ei v c s o U 4)r a m w o a m c L a a oo ++ vao _4 U 7- f-Ixw ! 0 U 13A SPIN F- 1 - R R �-- —1—j — a i---I¢--G��-�-1�ct�'J{k��I,i��—-R lc a—A(�--%—I-�M —�---/---�---,-�I -_1 Lf�_-__i./�ii_, i-/J'�--- _!-!,-('�-,'_I(I Zu,I�•I^\�/p�I ti;Ii,,�`•�I�-.-I-1- I �-j,—�1 I� 3I �i I j ti� ;Ie--,; w`►-I I t+�e t i 1 I(I--I I I'I---=t ��-+1--.--\-W o-��i o--v-G4-o-w I Mi I��Si I-)(I 2N I�,��-IL.-1z I.__)__�'► I!( --- --- -- ----- - - -- -w oop G-o y�,•�-�I U�l f N-D-Y—°C_-.—__. -. r o -► I I'I ,I I c {A ;• R- Q.rZ Q SOUTH ELEVAT ION EAST E LEVAT ION 4 I v J41= 1 ail it = I1 r L4waf -4 4— GhP Co W pf-e_t +C C OW+} r=. Je 0) 4f �4 CIO IN Note: Z Provide solid horizontal blocking at 32" o.c. vert. between studs at 0 all vertical siding locations. —ZI U PPeR $=1-xr JOHN .4n. , / y bS THOMAS 1* T"s 1 LYON � 2451 COMW HAN H; AS- In. T V f— � BY .. - ........ _NORTH ELEVATION WEST ELEVATION fA ti S - 3 C` ; I e ' v . - a `` a 1 e' v , a a 11 I v +` , ( r ` r ' 1 r . n I , '� ' '. t b " ` i , "" F ! � f . ' . ' ' ' .- ,. ` . , . , ' - Y` y • .,,., `. ,-,7ry r - •' .., I I I , - I I I I I ,� I I I I . � I I I ., . I - I . I � � I , �, � , I I ,,� I � I \� I , 9' pi " 1 1 ' ' A „ ' ` ` ` r n i ` 'Y' ,. r {/ ` s > , ' V y , ` . , ' , , ` , " S " ' " Tr ? , . ; - ' , a "}, ' , y - ` r} , .. , , a ' „ , t , ` ' � v" ' "f ` ;'t" ". l 4- ,<( F• 1,` A r , , " , , ^ M,• y f . 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I WA L L S EC T I O�N ' n . r WALL S ECTI ON _ J `' _—. - - - ' . r , j • ,• i ` . � ',; - _. - -_,_,—-.-n e •. O 11- ' a «__ r ��'� '+S^ �f°'- > ' " a � fob 011 «�Qlt =yam r. . � ,t s' y ball 31_,¢,11 (oi_8u III • ' -' -" -4±V j� '' 4 -�- -t- x �Dt�17ACTOfi-� GP"i ION'i �WICT 4_��1 �z��II ��' - ., . } O , PIER w ,Z-�5 I !� �N -_ # g YYATi�- I GENERAL STRUCTURAL NOTES ptNL. TO J II x S 11 +�8j1 I'IIG 'I �1D 1��A� ---! - - t Sri R I`�iAL•. '° ` ` U L �JP vAl-L, I� • G D ESIGN LIVE LOADS p -`, (9 phi SNOW 80 PSF WIND (UBC DESIGN CRITERIA) 20 PSF -� If 1 rt a :x SEISMIC ZONE 1 E � . FLOOR 40 PSF, r EXTERIOR DECK 80 PSF -t p I „ FOUNDATIONS (( FOUNDATION DESIGNED IN ACCORDANCE WITH _ -�- b' W {=11•L 1" 1��'l► I� R! R. O e0 i7 �T" X11 i�;¢ •a.` I RECOMMENDATIONS CONTAINED _ d ,' o t�..or ��+'++°t d ti, '. IN SOILS INVESTIGATION REPORT PREPARED BY: INTERMOUNTAIN ,. ' ENGINEERING SOILS REPORT NO. V-1108G, DATED: MAY, 1981. �sT1=P • ( 'a'W' �'�/ l `�'m �:`a p"pj� ;q ar < 3 G ;AINJL�P 6 A _LAVMAC� `�l—I1 � 40,04 A,. v EXCEPT WHERE OTHERWISE SPECIFICALLY NOTED HEREIN, ALL 44 4.1("'a ttr'w ' RECOMMENDATIONS AND PRECAUTIONS CONTAINED IN,THAT REPORT SHALL BE ADHERED TO BY THE' CONTRACTOR. I ( I if $11 I = �_ °I�411 {� - \ -. u` t FOUNDATION DESIGN CRITERIA'(BELOW) WAS ASSUMED ,FOR PURPOSES 3-!0 -_ • m i M :t- 1t 0 >a OF FOUNDATION CONFIRMED - + A- DE �L p .i++ e.s+i o•f m° f ATI DESIGN AND-SHALL ,BE -BY 'SOILS ENGINEER, p 1 •r- lp(p m AT OWNERS EXPENSE PRIOR TO CONSTRUCTION. (THIS PROCEDURE MAY ' ' } 6 6 - 'a ,A +►,o a + "'~ a R"°p A ;-'' ^ I 1. _ I y f ( 'Y,+aj < d�t'�'l•4 " ' REQUIRE REVISIONS TO""FOUNDATION DESIGN IF SOILS ENGINEER «'�--_" �' —' �� l I m r0'6`'Y"�'a ' A ` ' ' t ( • v ti, .,m'a�,a.x.r:i«t*°. _ DETERMINES THAT SUCH DESIGN CRITERIA ARE,INAPPROPRIATE FOR THIS �+.. BUILDING,SITE) ' ( - ' 'b °.0 4k o'd o o`a.a FOOTINGS OR"", G w ae D :2 v T SHALL BE PLACED' UPON UNDISTURBED NATURAL SOIL ' I I LIM Y rr . p f N _ _ j la It 'ca$4-it ' COMPACTED FILL TESTED AND APPROVED BY'SOILS ENGINEER. r I L (��6R?Tot �• �, - - m q �'o o 1r tt;m +► �t•.Y Td�, TO FDN NA m,b A a.0 0. I � I�1 �'�. � i I 1 II � • ,� rC-eta as.o w ar MAXIMUM DESIGN SOIL PRESSURE: 3000 PSF. a CIO 34�A:,WAY DESIGN LATERAL SOIL PRESSURE (EQUIVALENT FLUID PRESSURE) - qp 1 �L' /� �rI IIr a;ee, wkm 'iIGKNED *1-�$ GTxI.� 4 Pt=4 PVC, I =a` a, 4, 40 PSF/FT., JOINT ' p�c.IMT�R �iN `� is a°ie PROVIDE PERIMETER DRAIN PER SOILS ENGINEER. OJT�P �" — "- I I TfG��N �L?+I3 _ - -{ a'> -m•, a{a` a e o• j(Q11 �p N - I rakllMtok�+ aaR.+ +`. . `7- k ( Tn G . 6 ' 4 r f ,E .A p,.O !�o 0'a+',t1 { " SLOPE PERIMETER GRADE AWAY FROM BUILDING. � N Il I '6 L LDI►, - I !' 'A' I�',�811 GONT �tb �P UP to - _ CONCRETE AND REINFORCEMENT = I 1s!✓{ Li E¢ �'`) HWI-} - �I = t?wu-ra w�AU.�$4 ` . I Jo INT r - 29 wpr- E24-VI c� CONCRETE SHALL CONFORM :TO APPLICABLE PROVISIONS OF LATEST m tV _ �N'G� „ REVISION OF ACI-301'. MINIMUM 28 DAY COMPRESSVE STRENGTH AS Il _ Y I�PIC+41-- ` FOLLOWS: ' I Il07tPJ I=TCL2i wl -2-* _ f ' � BCD N ,y1.A� _ 4 ' ALL CONCRETE 3500 PSI. I I WN-�„ ; �` wxCp-0410 1N�Y�1�Dry G�7% �-V DEFORMED REINFORCEMENT: ASTM A615 GRADE , 60`. C4NIP C7t= ( I3A - -�-- VI ' --- > W LD `W E ED IRE FABRIC; ASTM 185. 4 r •• f 4 ". - �_ � I� 1 •' ' I ' ' II I I t __--_� ' A/ I v k, '~ ` , , 'f `�-{J ' ' +t+s REINFORCEMENT FABRICATED AND PLACED PER ACI MANUAL OF STANDARD dGeiz. ' G�GK�R�c � ` _y ,. PRACTICE ,(ACI-315) I ' �c TYPICAL FOUNDATION REINFORCEMENT 2-$4 TOP AND 2-44 BOTTOM. 'Td�I=1.t1y1/F�Ria I� SEE PLANS FOR OTHER REQUIREMENTS. = I X10{►N'rIp y► ->� b�Glt- ."{1(1i ! -' `t_ V -''� e RY CONCRETE MUST BE PLACED CONTINUOUSLY WITHOUT HORIZONTAL COLD I ' I I ' W` f JOINT. IF COLD JOINT IS DESIRED,' APPROPRIATTE� VERTICAL q f i rl _�' . I REINFORCEMENT MUST BE PROVIDED. _ I I 1 - � ` - -g G? '..� WOOD FRAMING ' $.OIF'I G UP ✓ GLU LAMS: 24F-V3 DF/DF ARCHITECTURAL GRADE, 0" CAMBER iT (OPTIONAL) 3�0 4a FRAMING LUMBER (MAXIMUM MOISTURE CONTENT':' 19$) ' I 4-Ctr �1d - I ' t' STUDS DOUGLA$ FIR STD. &, BETTER - R'' ,Fb= 600/676, E= 1,500,00 4T ` JOISTS, DOUGLAS FIR NO.2 y Fb= 1250/1450, E= 1,700,000 I 7f— P? - t COLUMNS FIR NO.1 Fb= 1200, 'E= 1,600,000 - 41� "1l a1WR cl - DOUGLAS + NAILING PER UNIFORM BUILDING 'CODE EXCEPT WHERE MORE OR LARGER 4' NAILING"SHOWN ON DRAWINGS. _ _� #4 ALL f ALL ROOF RAFTERS, JOISTS, TRUSSES, BEAMS ANCHORED TO SUPPORTS ~+ WITH ' 18 GA. FRAMING ANCHORS. , TRUSS TO TRUSS CONNECTIONS SPECIFIED BY TRUSS SUPPLIER: A //� Rte/ //� Dom• 01�! i 1 �I ALL PLYWOOD, ROOF SHEATHING LAND SUBFLOORING SHALL BE ENGINEERED 45< • N � ate: j GRADE$ WITH GRADE STAMP INDICATING APPROPRIATE MAXIMUM SPACING l.. OF SUPPORTS. ALL EXTERIOR STUD WALLS SHALL BE SHEATHED WITH ONE SHEET OF 1/2" I II d +/ I I I II - ' PLYWOOD ALONG WALLS. ADD'L REQUIREMENTS NOTED ON DWGS. (OR Ral'1R �� - 10�81I IItO�- I l-� +^ PARTICLE BOARD CONFORMING TO UBC STANDARD NO. 25-25.) U6NTc,9 - LL STUDS EACH SIDE OF WALL OPENINGS EQUAL 2 i-OG. --- • --- .-- ---_ _. _ _ _ _ __. - - .,_�.____2°i��I___. __- - .- - _. ,. __.._____ --_-_----�._-_- � r «w�!! �/y ''E''-'` PROVIDE CONTINUOUS WA E Q TO ONE HALF OR GREATER OF+ NUMBER OF STUDS INTERRUPTED BY r OPENINGS. 'FOUNDATION PLAN ROOF PLAN ALL WALL STUDS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FROM I �.Il (I 0 N I �I FLOOR TO ROOF. / I J�.I O 1 Tap, CROSS BRIDGE ALL ROOF AND FLOOR JOISTS AT MIDSPAN WHERE BOTTOM ,. �til�l► �* ,,rq .c . DOES NOT RECEIVE DRYWALL OR OTHER SHEATHING. PROVIDE SOLID BLOCKING OR RIM JOISTS AT ALL JOIST SUPPORTS, . _ _�._ ,„. = JOIST ENDS. ALL FLOOR AND ROOF TRUSS BRACING AND RIDGING SPECIFIED BY TRUSS SUPPLIER. I. VA?IOIJ N _ - 'r' r METAL CONNECTOR DESIGNATIONS ARE SIMPSON STRONG TIE COMPANY. THESE PLANS HAVE 'SEEN ENGINEERED= Fit ' CONSTRUCTION AT ONE I" 4,MT-- � `'S'A`�1� A,EMS M�4, I- �l-� ►/211 �c�µ_ _ ," "' '' r ' k` ' SPECIFIC BUILDING SITE. BUILDER.ASSUMES ALL RESPONSIBILITY FOR - OrIN� _1 To �7'V �'' -' i..' i� Y = � , / �� #�� -1 ry w 1 , CTit '`p,, •r^•',,{t1 zA ''S `'f A tK Y'.♦ „ -1�2 " - I f j y Iv t° j ; ,'', - ' i ( w � �LE�i �ItG1,li1� ' • " _ - ,� { , �g�PEGKG,r�F�'IK , h � r �...,, ,f. ° ° wI , f4apz 4:�%r -,c ic�,. � '.. ` ` ", I -- �!$u lat-211 - I�lol�` h1✓ �1ZVAT1oIJh�` WINDOW BO?� . 'D:ETAILS" - , ce E-4 a it I _ pk VXf-lf2 . s e" t W1•[E so.b`' 'MC 1. n (' 7•"'I • ' Ye tr.k z 7n.V h R _ • -- ' — N' . . -� _ T�J t I +0� r)W IR� 1 All -Yt-U� D Nr'�a ♦}Gtr -AIJ N DRY "" ■ 01 ; 0 0V I. P _ .CIO _ - . rk � I i ,y BATH 2 It, 14 t3el7KLeM 2 —t— 4 Id 4j, 4ja o a -+ s \ I } r - f31 a m r.� > m a ++w m+c+.[ 4) o ti REF aJ A P,.c .c o,+ o e n.� 7 �"�oM5LrvT 1J m J .t a .- - P { F Y s b 4 0 Pb +a A .14 4 -1 4.1 o ar O O o m i, a W o ff' M a a 0.a,o-4 .0 i,+, � pIN EJ6 W 000 m'0°�s c. O M m O.a a c � 3 are+ „. c aV P. M a a w .. a d o d o a m o yTc�•>; \\ D2 I AL-Al f 1I R m e b a m ..,.. IZ�7;AI{Z ' GLQl7LT o a • �7-�tl{2 �l D N d be c'm a w a v ++ '~ O -Al A [� HM41:W z U P 1 41.. o,a ° • m a o o r' ., a a z o m a+ d 1, r 0 d a c a be s± cc AS4 Mm4ac a'm UP I UP hP UP t7U T GI4,50e • 'r" I ,Q o o a-4 ta+ N�. aai,o �. i �(AI R -FLUB_ U P GI�ILT dN yTAIl� E' ++ a o A-4 o o N a s v a2 L 7t -r;Alp— Al -J 10 Al _ OUTLer �' d I I I' db M66 ry 0) co--�.or E I nN I i�F. - � hv C t LOWER LEVEL ELECTRICAL MAIN LEVEL ELECTRICAL � UPPER LEVEL ELECTRICAL � „� 0 t Electrical -Note: _ z Electrician,shall comply with all • O- , applicable codes and regulations - including additional GFI circuits, (� extra duplex.receptacles, etc. MECH. SYMBOLS ELECTRICAL, SYMBOLS 0- DUF1,EX OU-rLeT - t - T9L.P.PHvNE JAGk I "��_ bl {?. _ •%2 6W f t'GI-{�D OU�.1✓T -<4 �GA15I:F, TV J ACV- ttttt�mrrtin Ez1=ttJ WJ-filR C-�R4 WA.TM P9oDFi✓D OUTLET e S MOY-9 DDT eOTOK ��°�� D ARf"Ito — @'• ,!;,Fl OUTLET T TNERMO Gj1✓QT' - �``�`G5 °°---:h �y I �tlti Z o TL PHa1'oG�.L� 2 0ll >:T JOHN . 01 Al a _ o JuIJGT�oN t3o�c 12 axm, h 564 val�-r = ,THOMAS`: :. , - A_ SIfJ�ti- - PoLlE �W MCH r� r� rc�>z" PaN�� r LYON �- - ,} ON ►Rw1=��. 7 A�,F, 3 6:Ia.Y 5W ITGI-� L.eG7: M a_ R '�; ,� B-2451 o0 E+aFs 1A� _ D 1 M M�R G W I`i"G,{-� © a,� it DOOR D P>r tJ E �` Oq,P t�-xA �.. l O DL �S T ,L 1 HT ro1"Rl �itrtt�tt " - ; 11;�T1 i :�1R6P1,AG±✓ � - ►-�' �3 STD. Gil LIt� 'MT. t3La 1-� , L� ` ° Mr Tar �,� ; { ' f _P;Rr = IzEG�25eD WA 12 6° -rRALIG L.i HT A ,v� LAND'U�y --* ; �-►- - M NANI�IIJ LlfiiltT FlXTUF � ; �LLJOP SGE►JT FIXTUPE { � ------ —- - tt`► f� � i.1A LL WASH izEGE 5s ED Eg3 " `13t~�*N iG PL.�STE - F0 W,&L.L, Mr. F I xru lz� } f''C1L.{.. GN,dIN FI xTU RE I i II ( 11 ( jI 11, I " II All bedroom, 1`ights'=to be centered. in room unless noted otherwise. 1 STAIR �/�—I—o M. BEDROOM l f� =1 o M. BEDROOM t/, — a , �- —— All outlets kitchen counters to be mounted-@' 42" a.f.f. c All outlets @ bath vanities to be mounted @"40" a.f.f. ,' All, other outlets to'be mounted 0 ,14" a.f.f. unless' noted otherwise. -- - All` wall switches to be mounted @ 42" a.f.f. Wall, telephone jacks'to be"mounted @ bo" �a.f.f. Television, cable, and phone jacks to be mounted,@ 14" a.f.f. � �� All mounting heights indicated are to, centerline of cover plate N 'r LU -Verify all,appliance voltage requirements with supplier. All outlets ° in bathrooms' to be equipped with ground fault circuit interrupter. 7L m . A V n A 4 Z t l`J9\J ♦ ' � A O O C O 0 4 W uY X Q N i I 11 I �o b $4o0,.0001 � " 0 m m m 4J m m is 0 m 4 M ++ S F ++ of U A m W F m G W 4J U U ,C , 07 kr aAI 01= S►•-EVA7W1IIJ�,� E T SPRUCE WAY 10 -4 P. 0 O 4 y . 11-1, 4, P3 67,�p t \ �Q , / l� 0. 4J 0) d)m�Q ++=a 3 m.m, AIM, Vz , 84►4713i (UNITS I Col 7I tg, / 00 -- 84 - �Y I ~ \ ,, y � l� 70 ' s •o m•o >,-1„ >b 0 p` O t�S •-� A m 4♦ S •i 4+ 4J Rf U , � � • + FA,,-4 b AN :3 m o a IS y r, m 4+ a -M m iJ a+ .4 a Rf iJ 1 ,- .0 m O m 0 a W i� O 330. 051 P�F� -r-,' -Ill i - �• p m F ° F In to e O •.1 v i+ C 4 ++ —+ Q -+ @ U -4 0o4 yaw ox . U4+ y a / ' l O 0 41 m F 4 0 U { / .yd`.d �1N�IXG y -4 F 0 Y C m M _ - - - - — acv° I , �► 0� 6 w > ® 70 Z ,� fi+U _C • / b z to Lt1 • \ I � i0-011 `rIAX � / '/ ,' � - ( i ..-�' '.�' - - - / -o �'�' " U UTiL ITY EASE M-E-NT -� - —� �� . N -70 co low E ; Gi \ _ PR�P�RTY �•-IN 463,oi / �` ` Y G4 T, �,v,/ � F2, � ` � _ ` \\ - `I°Q � raJY uvlR�� O � P H A S E ONE PUBLIC RIGHT OF WAY v � p , r BIGHORN ROAD _�= THOMAS PROJECT INFORMATION SITE PLAN SHEET INDEX = LYON A B-2451 o°tea 201 d 11 . The Village on Bighorn Creek • �o¢ I �IT� FIAAN I P�J i "T It jFORMAT� �+-��1" iNP=xA Town of Vail Community ��1►tttEttt «� � ` Development East Vail, Colorado _ 11s,n Build Health Fire Owners: Z-19N ING•--- REl Rr,1C No tit++ `T Approved ❑ ❑ a- / _ �►�3 Urtl l-ITY Pd-�kN Gene Williams and David,Schermerhorn -- -121CN�'IAt- Denled ❑ ❑ ❑ p � 2060 Broadway, Suite 300 ` - � `' - 1 a�, i'I- f�� + •�{-1 � �TN� F�� ,pr Boulder, Colorado - - 80302 validity f Permit ,'LXT: 1 �/A- 'IoN� Sec. 303 (c) 982 U B.0 (303) 939-9338 LOCATION MAP Tho rssvance or granting of a p=it or approval of pians an pr , __ lN�' �-• s axons shall not be censt ued to be a permit for, or a "— G.- P'X1C11 . '- I u;, any viJlation of anj of the provisiuns of this cod %SIT 17& E�J VA Ii- ?� ' �(',6 {►..�I �-{'�, or;;er ordinance of the jurisdication The issuance o New Construction of eight single family residences ___ x.1 7"1 iJ_ LtX�K -V►l�ORIJ a� wit based upon plans, specifications and other data shat (4 in phase one, 4 in phase two) - -_` l�f®N t-,-1rN 0 � •event the building official from thereafter requlringtC LG�F� f=Rat"i I P J7 i I'• •I I c,.,ection of errors in said pl ns, specifications and c/ihe Bighorn Road ��` IL.�.. 1: r.�tlh t' c.4. vAiL. ->o tuata „ East Vail, Colorado _. 81657 s - - � r�u. __ I I°1.�cIJ UkTE• IL 4 si,,� 11 lage ■ o B ig U " IJ _ LS-IQII �'-.e'I _ 101_O�ill- J/ I� - - - - -- 1-7 I o-'I--- - --- --- - - -�- um - 0 a. N �0 o m ' s+CtMeJGeil-WiW� � � ■ I NOTE, ' C*GS$ TG!-)Ed A1;LMA `� '� �' Z o IS C..E55 TAN 5' rnI Rr, a s - 2 I '1 �{//� ' s r.•" F t T r-. y _ rT dr 9. - � w N LIV 11Jb RD�� BEDROOM 2.1 �.aG - ?"Y _ �F� ow .z v 0 j 0.0 e n c r6.,vY !C--(�\(J�'\/ cl f� r'~ "-'r` ,;. y_.. .-,- r t. •.. ..-•......« o ! a am to 0 4 4.4 a y a o 4j A o n m a f�t 04 ...-- A a 4+ V M !0-4 I =N F t F m n n a - --+-.» . . • j n•0 m a d A•O.D +0410 j� .y +1 i► O O W tl h) �r, i no ; ■1� m F O�!1 n DeLow m a+ A $3 a-4 m 0. n rt • O p M O F m f g 3 r — m,+ a n o 0. a m.. nv � A o I _� ! : ------- ) a m a v r te 4 ■a o I Th M BA 2 A a of V o-m+ o .ti W n n a M O n M n 4j 4 ,+ ,,., a., a m a Of -+ � F •o.+ F ■ m.+ n TILF- t> II I I o �o ++ m FaoO t- II 3� I II � II , .I i I II I � I it •ca.ovnae a. nt �e -- ,$ o f# _�/2 �'0% 5'-L3' I�{ —_— f-- l��-- -— - 7 m u a a,+ T--- �e I., ---- ---- I = -- -- - '� I o V w F �- `to FT piLAA �C t- v a c :6.4 c o o c O _ ice° f-4 O BEDROOM ( KITCHEN �� cr � �I-L `ii / t if I II ��,! GP��1=" i it — � � � � �� \±7. � � � � ��I•lGYjp � �1, _1 J II - - --- - - -- ,� ----- -- �- i - /al �� /� , O It I II y 21- 4'' �� 3t-Z'I 4-�1/; �` ` %I U O C - - -- }— n� =� _ -��3- O' DN � I 2xC� c� I(vII J -� SITTING „ LIVING 2' I� DfVI-�- 3 U P O { "i`,rr I U P R E F o v --- — - Q GARAGE '� _ -°� -- ENTRY ��` ��r �� ` w TY 21[a s �w ✓• _� '� ��i ` L� I W. N,�%-� _- �J _ �8 T Yf�X Cam'(?PjD, I ;9 I �' cn I �� - Y`!p• �G; ow J E C -1 I 3 _ I �'J n n 4 -D�.- - I _ J DN I D 0) IN z m \ - ` (6 - - - -` 3, 4 =� cy co BATH! �a v N PORCH _- - STAIR ; �a rc� '�� Woov STAIR _ �I G�i GFT m o jN O th a _1 4 l4 l6�+ T(J� hU�ptJNb LD EC K ¢ - _ �a.FL I Q I All I I I) �; it �I i� r Q n I I �� 8�oll � �_ t II �I-,III o I _s`I a-b III �,r-o UPPER LEVEL PLAN -� 0 � MAIN LEVEL PLAN ., -> .-, Note: E-- _ II_ i Oil , rJO Provide solid blocking at all handrails, towel bars, curtain rods, etc. as needed for complete support prior to drywalling WI rZIC�I✓ �l%��L, B�;-II�D `�r:D, _WINDOW SCHEDULE II II 1NiN .1�� P ,��D 3:..�/ A� ?�� p�LI , ROUGH OPENING OHN °�► KEY QUAN. DESCRIPTION WIDTH HEIGHT MANUF. & DESIG. LOCATION JAMB REMARKS .I qs �'p'" DOOR SCHEDULE _ THOMAS LYON j lob+ ROUGH OPENING �'AB-24510°� ® q bl.. ,AWNIN6 /2 31%2' 3O3U-II G- l "i: +�,$ 2 �o `�/�� 9�� KEY QUAN. DESCRIPTION VyIDTH HEIGHT MANUF. & DESIG. LOCATION JAMB REMARKS �i��q %.... .��P!;t- if Aµ/N6 x/2.1' 31%Z` A -/1� .O �Ix.p IZIPL� Q��211 31%21 3030-3) LIVING 2CX�M q/�II I f�2 ��UUS c�!:F /�I�`il ?3/2 `ORS ��I ��Iw `�,ECM�I i�, C� =•2 (� /�a �,yi/N I NCB O i P�i?URE A`N'N�• pC/21 73 2 f�P xo4624-31 {rJ�/itiE? l�i �� II _ 2B T II �D� �I �,D\,C LI1 bra ��il I Go! '3!NA''ION tv {G 3 I �Cv� Pf'� �!� it � I � -�I,_II I 1. q II III li ' p �, �� r��U �-� �o�/� Z�Z� -,2 3�JG � lG ® 2 2 c�Tr -1' 32' ' 3%- GH�ILL�" � (v ��. cf II �Jl1TING RM. G7°��I -`-��-il�� 6i.., � O ( °(G70 G- r fi=x Cam, r-t_cl` l 7-1�" O +i�r b R GO. G.�,� E c M DO., -r�N6'fWiN °I'/8` X011/6" P 2,421 -2. }"i,3Rt'!,#*I M, 2 �a,°i/�'I I O �p � ',�`d i I .� �. �. i ..� 2oG8 2 F',I�l l.. I '21/ ' ?i tii D r!N� f�AfNFlt�'`'fGi, O pP�L,N� /IN �'T%° 4'i%II n 2420-2 3 >�M �°'�;�� _ Z`� ��,II I '` Z�F �o°/tom` ., � ` t <" r� -L , �� -, ZG4 2 P' IL" 'U 82�`I 1-�N ti_ 2 � � G: a �°' I0' OI l-tG>•-h" 22-✓2" �I%2` V�L:Jx"' TPA-� M•E3,ATH � I � O I � I Y c ' � ^� ' � q� '' � ' OID •- O 1011 m ,l �u N � 1 ®� R { LL � O d � N 0 d 0 , 0 I 7 v - ---- --- _ _ --- -- - ----`----- / -7 // f \ \\ I 4 ----- ----------------------- - -- - - ------- - --------- — -- - r'It9�i� -.. _ vi Vn/J�n W m f � I vs+ om.eoa.... m � U :T Y Y -1 i3 a p Y'7 i -�I-- I��-j i!' --_--�-�_ -_--.-� _------ --.-- -_'¢,I i✓-�--I 1 F I I+I i I I-r�_—-�I_'--I I I�i�'-_--_--,1I i-"_I�—-1)1--I I'�I'-,l�-,__I.-I I—_—__—_--�'I I_-I---t I=__--�1I_Il I I/-I!I`1{1 I'I,I,',i—�'I II --`�-----7-----\--� l I=�I t "-t{1�-�,1—�-I I"`'\`-�---#�-------A__—-—L-----G-1—o--_-��►ii—I,- --I � �r•'��8 �1i..0 m'�?a yO rq m,+, i v 4J, !rrt6m Dc,.{t7 i O S 'sV w�1.m�m 6■o fU. 3 U 7 1 o aF 6C 4w�.-..e.0 a O�c A m�•,r.),� go 4j Y 4j cc 4.0 \ m m U U Y 4 O•> F. ,, Y 1 a m414 t., YY 4J 1-4 O -+ U t. cF t w F v m r-1 0. oac bf 4-0 I,D ' I 4j C d 3 C o me mam A UY +' a-4 BUm A Y d Yra+ a0m + ++ mm 6 4j 4j l0 JPF'E�Z- 1+ o PPS U it C NORTH ELEVATION EAST ELEVATION Note: 0 Provide solid horizontal blocking at 32" o c. vert. between studs at all vertical siding locations. \ 0/ --r 0) T- z + It CN THOMAS LYON lip A4 _ B-2451 J, OP 4 7 CI , /N/N" .0 138 I - t � --d WEST ELEVATION O W N ® V - SOUTH ELEVATION -- P�,AN ,T-\ V -rt 0 V LO Dr---- -------------........-....---------DATE d U U lti+C+. .T t ■ m h V N h 0z -0 d N O 0 O U t f=4 a m --T- - - - - r- -- - - - -- — - - - ---- - -- - - - - -. �- �' ! -- lr------- fir- �--�}- ------1+ - - 1+--- - _ 1+- p`d 2;�:-��f.z c�..��,✓�_!I-{I I,�---I T-e�1---r-'-a�-�-r 1{--+1�l-A 1—..r+-�rT---:-__-��-r I_�+I-r��--',�-'—�'--�X J�}v 1T TI1,I�p T r 1_-�-p--'�'--l-i,=---�J--l-1��I�-�-I�-fI�I 7-�:�n M----G!--P<-•L;r'.��--r--.v_rt__=c�;'1-1,.'.�/._I. �,:_I I r:_ Ii�-`�-�I I�I--II-I -_�--�-a,��,I-c��,i_r'U�-1`--T_+-T+_ I i —�h 1,I'--`,;-I--I,-YI-'-+c1 rVr�-I i I�-i c—�E I--_I�- —,rIv c;-I c`'i-'"��II r1-1#-r►--G L1�w--,�V 1��<17"r 6-IOi�'�;�1�-�1 LC Ly 1-�rCU�1�I�G w�l Ft�`z—t Py a c�',r-�,1!�C-�2-2 l'h-Y O G iC-��E-�'9-�-T—!,'fi-,d`-�J I I,r��i�'�-��I�i�`�''?�'�__-�'f�I�-:—=.i{_�1 G`_.--.,,i-�r__$—_u te-_-'-- � F-G i_--1"a r�-�\�-'I--�--�''"T C�+Et-Gf HC:JoI i o r-'�t-�6-'�--°t 4�I�.'-C k�.--�+r I-1 a rrI v-�r IT!O�-1 I- 1 I i i I FiH I-r LI I iI-L I(I��"� .-I i rt I�'�I I-f'-' --__- _#I—i�_-- �'r---��-'/I�'��_�i-��I.-J--,��-II c—.-r tP-bt•1- t`, ---�1 --'--•-—-�—�i-t--y-,`--T--Rm--� —Y i"l T--,�I-I I ti--6„:-�—--_--c'__-_�-_�`-=iO��v•'_'y-+I�I I I I�� -� �—`-' f I{L i � i--r II I II l I I � 1 \ 1'-- 4 I L•.�m m 3 o o o O ti,�(OA'v rcT m m�m a 4T-,�7�.\�\U Ot'.Y T O a M s�m m em■��+.�L�O L��•.rti Y T m m m m mm l,1,0�,1B 1+Y Q Y Y�o tiim a sa�-i.i d2. M Y Y 1 J Oq CQ O O/—W w-a 10 m ir!O o..v•!;�� e G O m o i m m G • j .r-/'w�a 1 1m rpC m O Cm i,7.O1 s i-o.-YU m m C Cv aao m o.., .+7 i x TU OS od Y Y a. s o 0 74+ � o m 4 e te o 4j IV - a+ m a 7 Y 0Y 0) 0 amm4 I Y Y Y ip ma ma a Y oe H- U > 41 m O +4 m Y a a V o a I Y- Oa 1:0 C4 o Y- — �, - maO{4 v N Ll 0 Y 90 Y m CO a+ a a a C a Y U C6 C T O.{ LM r--6” A BUILDING SECTION B BUILDING SECTION Note: Provide solid blocking at all handrails, 0) towel bars, curtain rods, etc. as needed •� for complete support prior to drywalling. IN Li Z Df m KITCHEN BS0 ARL JOHN OMAS LYON 1 TILE J G 7 - 'J 2- A 0 V v m TOWN O F l N MASTER BATH 3/4 BATH C BLDG SECTION Br. __ "71� �_ --•----• - --•----- •----•---------------------DATE_.,----�-- - /-,,TI1=I1 III . , , j - .. , ' ` - f L-lP/'W... .� ,,..�..r• `,E,-ay.."�`..:"--dFu.-=i'` , ' , f/ ., x - , , .. v fj.►, i- ' .,� -r,.J'.`.�r"'k*c„'�i^;+tr'`u x'E .W.y'R,•., ' _ + -. � r. ' . .._ - g ' .. , � ' -"43'""'x`:.`" "p'r� w"'r •�t<•�i" 1 — d .. y 7Cf/ Y 7 r✓. �. .r(7J[_ �fs+±'ti� �]lJ�M �;.�,.'- � o W o R o � J � Ta:. i�UL..�fi' " `-- , - .- .u.• � � 1 OlLt1F1 1 iYti R .�/ r rD � 1_(VVI:iOD \ �` l 11 A v o 10 4,0 - � 31-�iKjf�' r ,j '` IXIO, �G�. \�� 't ?-1°S :�'f I►�• zs"z i` - 27L6 41-18 I � 1 j-j�M �/ r O L O a u { f i I�D iF1hL. ; ; -^3811 �- v \ i - + mm m ++ aaLamc r )� YWC./D • ( _ `iF-.r t Li .... i. O L'ba u U O a L O _ / # I 1 t ZK IZ�i O,G I -f P+1:/�- i E fZMI o►.! ` / '� Id O c +v ✓+, L O 4 a L.u m C Lxv4aur -,0 4J � �`.� p��. �"� t �`o a y ao+ o m .". � ' �•IrKU'� d..Y-/4- T�Y^� +tVM i If� //� ��I'� i� �j /��Clr wrc..+- a+� W 0 4+L > u 0 ` I �j I IZ�J• '- '7^..�'� - i'O O'O T w w T m O i Vr 11L 4 " u O OR C ` t a M =ti V M O tl, d'I, GJ�= ii�1l.�TlUf'! 710 R� 1 a C N o a m o F .y 01 r 4+ .°. a m o m o 6 s« C , 0.> O wean roc,�e ra+.ly+— ' m+ T U a 0'O w O a ' TYP SLOPING SAVE EAVE DETAIL. (�-r �� e �G -EAV E DETAIL _ a ma�. oL �, r++ Q.+ ■ U e a PARCH .SAVE l 1 �. ara —CJCGO `vim _WlDO�, G�IpI�J6 ., 0 9 . <` o C U O O u O V C a U {YZN°i{ O11 na +Lo+ e m a o ■•.~mistm o ao ee r�21 L O is ■•-• h M IM >r 0—%. WM 75C PL AQ VIEW, Oir 2� r�Gi. G)"1�2 o,-r O 60G-W5FZ, _ _ -roGURV><; tiTA1N;r• Q Q YtHI rO y NGbD GrlDtti`(' i p U CVLU-LAM r _ I i✓•LG+L 210 (OR _ U AND > ` Note _ I h11.1. V-1.7511 3n�f''` i 1 1 r`�GT B ".K- i Provide solid blocking at all handrails. I BuTrGUT�1 I ' - curtain rods etc. as needed r _ � ` , - a J 5 { - ~ - - - towel bars, �4 ' WlJcvWVti/ for complete support prior to drywalling. - -- tC1" -E- �.vft wC� F 81 1'/ I'iz��r� crrr- =. TioN P: MA P- w) W WH �44M WALL ' - ' WAI.I,.«nib, �Mrr�.�u.rr• �� -►°'ht'T PAR t~rR2 + - ' - _ �' " ,, N t7 4 ;We y — �IhIE BXtI=G=+;=R' :3/ 1► �L%. 3 ��3'(dr •` \ �€ JfJED ; vet 7s0 , 4'h 8 WALL "!°—:.PloC? ;WM^ Lj —10 S PAl, T D JvI.: tJ&)-MP LOFT '' _ , - =o TYP INTERIOR' - CA I SNG HORIZONTAL BAND , DET. TYP EXTERIOR WINDOW TRIM 1�. `' ' I �i ' r•�Ii {{, 'I II�II II j)is{J�al{ oil 1 - - -- ► s'/Z�, qtr. a .rf`� �' ,' I _ • - � , '�j�rZc�G�D i �, �r DE BEAM I \_ . , 2*4-Ti W RNL I \ , ( ON i 0 n1 Z o n ; , cnl z - O I } d \ -4�4 PINS UPPER , _ _ � 2x2 , _•� r _ 'D��TNE PA{N TAD G,`,`, 4'.J- _ . m - L_ ; 8'I j' Yip I WZZ72 � ` I 7P4 - NI W C5 AoC z �+�-- _ • Gv;z�l IfDNblTlo CDt�tTIN l.Y'dY� 3E�1� ��;--4) o,��''4"C&I f ` N �`Gv �7p�p�� RAIL DETAIL COLUMN CAP CONNECTION BRACKET DETAILS �oHN ,� 1► I , ` _., }o {_ I , I,• • l i , i o i, =.� �THOMAS X �14 �I LYON ' ;w'� ,� F I f� i .��► a-2451 ors ALJ j '� ��` �� '�of •}• ¢ ROD °;;LY ADF{7RCP 1 pp-1 - - I F� _ 6 MAM Qi p- �� p/?iN:14F-V"fG.4lGJ i `(Pf:AL. ':.LG. OIJ L.'�a .b�'?f 40R'=-�i _ °edf�t� ,'TR.:1ts�.a 2 Job ' ' ` I'tRiM�` ' , ! r - ;,�GV Zy1p ' rz . L�+OG ,G'✓.G, � ;��. _ My x 3 - R R IF - - 3 ,f I _ t= • „ G GQdIv 'O h2. A& 7 �R ` P�4gQ"rxJb` I . �..., - -,� --\1!_ #!3f OND, ?A,�T:D b*4 p ° Y - , !r ' e- a,4 4H i - I I B' K I, )��'� ' ; - 2�►ia� i j' ,I.� / \ - * I Iplt4, IGr a ,IGJ1}f11 �. S TA I R SECTIO N I , �-- -± ...-..._-- .----. ALDLL• �'-'--'�: �r' i ' TA N BASES DECK DETAI L �� INTERIOR RAIL C 1= IL COLUM I Opp ,ar a FR �a J O R 4 an 0 a o 0 da" ,cdr.d -W, ed +0 k a ' �u ao m o o > 4J m o a m,I. + m a o a .e o vm S4 A vy 4J all Id M \ U' rt•I ^ ., 0 W �rl i+ i•+ �0 ° Z-2�IU -27c Ia `�IIF �f f.' g o -r i 4j m Im..M, o-1i � .. ,w 4+ A C aS ti I mt+ a m 00 i o Iaa aI.1 ma+ 410,.0 to .0 Q 6 -- nYl P. I A R. O. I. I.a+ oo M " ° mM-I >. V m rov•, O a a+ t I _ .�., 500 m �^•��ry V � C ' tl a C F ° Qo 44 m .c W', i I I T1,jai-/ a i y V 0.4 O' m a id (A Ol M 1. V fA J^ , 07 .0 V C6 V u vV. OY Ir M N 'm ISM• - I 2 m m01 A A, ° Cie A o I., .+ I+'W m o..ri. 4t F v Q O AQ O ° s+ ° 6 O D Old,' � F f� ��• �I-•off R-#� � �1 I I '� � � 9 _r' i � _4 i' OP's Td �PG'r= i 0 _� I ; / u uP i, xf�P�Ml�lr�A �� V 1 N� 2 lei I� ©,G, 'A I loom y� N G' e7PeN-ro �F D N f u r J �j .Z �, E� A _ � I I 2�•CvC�i I(p O,G� V U ) UP REF —0—v P �` 4 �--2r•I C�ILA-�� U m , HU2I0-2 D Q D. { 0) -I A�.G' Mun Gj1L1- S � `� I C , O X M 10,/IOd C-.16, 4k i 1 lei 0) �7 V m `r- 1�11`� DR�JtJ p z-Z�►° " LOFT T FLOOR FRAMING UPPER FLOOR FRAMING >' (D _ u 4I'I 81' -�— � � YET C7�►t N I Utz c�P wig 7513 I- o2M " 1�gC1. Su 4' N 41 $iI �� Lop �2 �41 Fl FLT?Lls� uvM 750 WA{ PF--Cv., 17 Li T N OF VA I L DATE FIREPLACE DETAILS f --�- - ------ - - - - - - - - - - - ------- - -- -- X81-o it - - - ---- --- - - - - - - -- - - - - %- F ■ -�I-O II I l 011 17!a II .e ca �.w I � N h C 2Yl�lsi Ilo IG,Gr o - ---- - - LTG. I � � ■, I � o Z �I�r-IMEe \ �TN<�ITO V r� zo I I ' W W 7 r f,�. ° 6,0, LTG. 1 I �fi owl_-- I 1 -q � �1; pry ■ 1 12- RI 2x - x m m m V m m.0 a m C ++s a 0 o c. o m c. i.. cn a ,o = �� WA:.i 1 m m 0i O m.�i a a+ 4 3 m+r w Z - v s o m 0-1 0.4 a0 0 a+ eS > . o 0 s v o•�r o"a :4 o a„ti ~:4 a o te0 m m 0 OW 4J 4+ a o a -w •. 06 m m.6.0+ o m a-�514 , >. aa.,a a 1 1-4 .0 m m o a a 4141-p o � &-F C rN D Z m a O -i m ++ O m . >. 0 m a v •, o a BI a m.O ow a a U a+ m m O a m C m 7 I a -- -----_-- - --- -__ - - - ---- - - -- - -- b a o a .. m r a a ++ a m aMta+ m as I m m,a, a 0 v a q� a ■., s. r.11.. m 0 -164 �I I `jp I'JT -' I v 0. 0 a< o o V 0 a o --- -- .a. W� A� vui �o K f�- ( -t o,vY, �- 722 i W — �' -' li t 3J N ek J .� J U f � ' 01 a I � 8'I � � ��° � 1=_�� ' v �� -- �;✓ 1-AG VA;J-�-'f� � �- 2�I o � , � �zla-z ' �- Vti 3-5/a” x �'I 2— 12 , _ I - _ -- I � ------ --1 u r � -1p", 1J210 3 �` T�o' ----- fi�L a -- - - -- -- I �iN Z R Ih�lr1° % � ul , _ �1 L 4 - -- - i B,o. ✓=T6i I i G'`�' -�--- - - — - --�- GiT�i� ��' ( � �-1� � L�, M � /y' T � , 3-2�•IZ f i ' � � � F< 6z �- .ILL W I I n - I I I�-s'' _ I -- - ---- ----- 0) I — — — - - I X eII )NREI�F v ✓J7"Ap 2- 12� '�'�+ ^,ti. -- — - -- ) �= 2�1, c� :2.4" I 1` g cJ .gM� I co - I I _ oI rl>w WI - a I kvl T�Ird Ali, _ T'(PIGAL—-' 7 ' PIc:;,AL 4- 2 oil S GIB =a I I I� NL r x � o N , { �' z I I �ru +T flr�; cr :;"avt—, w T'fP,([✓2 #$JP, DRAM FOUNDATION PLAN ROOF FRAMING PLAN �. .� /�IC,I — III ,/�II�,► Qil , ALL 4:--VOTl l 4 i—0 P—xr4rr 6W J1 J- � GENERAL STRUCTURAL NOTES DESIGN LIVE LOADS PROVIDE PERIMETER DRAIN PER SOILS ENGINEER. JOISTS DOUGLAS FIR NO.2 Fb= 1250/1450, E= 1,700,000 SNOW 80 PSF SLOPE PERIMETER GRADE AWAY FROM BUILDING. COLUMNS DOUGLAS FIR NO.1 WIND (UBC DESIGN CRITERIA) 20 PSF CONCRETE AND REINFORCEMENT Fb= 1200, E= 1,600,000 SEISMIC ZONE 1 CONCRETE SHALL CONFORM TO APPLICABLE PROVISIONS OF LATEST NAILING PER UNIFORM BUILDING CODE EXCEPT WHERE MORE OR LARGER REVISION OF ACI-301. MINIMUM 28 DAY COMPRESSZV2 STRENGTH AS NAILING SHOWN ON DRAWINGS. FLOOR 40 PSF FOLLOWS: ALL ROOF RAFTERS, JOISTS, TRUSSES, BEAMS ANCHORED TO SUPPORTS 5 EXTERIOR DECK 80 PSF ALL CONCRETE 3500 PSI. WITH 18 GA. FRAMING ANCHORS. TRUSS TO TRUSS CONNECTIONS FOUNDATIONS DEFORMED REINFORCEMENT: ASTM A615 GRADE 60. SPECIFIED BY TRUSS SUPPLIER. ALL PLYWOOD ROOF SHEATHING AND SUBFLOORING SHALL BE ENGINEERED �� FOUNDATION DESIGNED IN ACCORDANCE WITH RECOMMENDATIONS CONTAINED WELDED WIRE FABRIC: ASTM 185. GRADES WITH GRADE STAMP INDICATING APPROPRIATE MAXIMUM SPACING IN SOILS INVESTIGATION REPORT PREPARED BY: INTERMOUNTAIN OF SUPPORTS. ENGINEERING SOILS REPORT NO. V-1108G, DATED: MAY, 1981. - - - — REINFORCEMENT FABRICATED AND PLACED PER ACI MANJAL OF STANDARD ALL EXTERIOR STUD WALLS SHALL BE SHEATHED WITH ONE SHEET OF 1/2" EXCEPT WHERE OTHERWISE SPECIFICALLY NOTED HEREIN, ALL PRACTICE (ACI-315) . PLYWOOD ALONG WALLS. ADD'L REQUIREMENTS NOTED ON DWGS. (CR � RECOMMENDATIONS AND PRECAUTIONS CONTAINED IN THAT REPORT SHALL PARTICLE BOARD CONFORMING TO UBC STANDARD NO. 25-25.) LOY BE ADHERED TO BY THE CONTRACTOR. TYPICAL FOUNDATION REINFORCEMENT 2-',)4 TOP AND 2-;4 BOTTOM. P I.Ph' V E r% PROVIDE CONTINUOUS WALL STUDS EACH SIDE OF WALL OPENINGS EQUAL FOUNDATION DESIGN CRITERIA (BELOW) WAS ASSUMED FOR PURPOSES SEE PLANS FOR OTHER REQUIREMENTS. TO ONE HALF OR GREATER OF NUMBER OF STUDS INTERRUPTED BY OF FOUNDATION DESIGN AND SHALL BE CONFIRMED BY SOILS ENGINEER, OPENINGS. y `'�J �J AT OWNERS EXPENSE, PRIOR TO CONSTRUCTION. (THIS PROCEDURE MAY CONCRETE MUST BE PLACED CONTINUOUSLY WITHOUT HORIZONTAL COLD I OWN Y 1 `i O VA I L REQUIRE REVISIONS TO FOUNDATION DESIGN IF SOILS ENGINEER JOINT. IF COLD JOINT IS DESIRED, APPROPRIATE VERTICAL ALL WALL STUDS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FROM DETERMINES THAT SUCH DESIGN CRITERIA ARE INAPPROPRIATE FOR THIS REINFORCEMENT MUST BE PROVIDED. FLOOR TO ROOF. BUILDING SITE) . WOOD FRAMING CROSS BRIDGE ALL ROOF AND FLOOR JOISTS AT MIDSPAN WHERE BOTTOM FOOTINGS SHALL BE PLACED UPON UNDISTURBED NATURAL SOIL OR DOES NOT RECEIVE DRYWALL OR OTHER SHEATHING. BY.... ....... ............_........_..._........-...DATE._.._._.....__._.._ JIT COMPACTED FILL TESTED AND APPROVED BY SOILS ENGINEER. GLU LAMS: 24F-V3 DF/DF ARCHITECTURAL GRADE, 0" CAMBER (OPTIONAL) . PROVIDE SOLID BLOCKING OR RIM JOISTS AT ALL JOIST SUPPORTS AND { �+ MAXIMUM DESIGN SOIL PRESSURE,: 3000 PSF. JOIST ENDS. ALL FLOOR AND ROOF TRUSS BRACING AND RIDGING �I - FRAMING LUMBER (MAXIMUM MOISTURE CONTENT: 190) SPECIFIED BY TRUSS SUPPLIER. DESIGN LATERAL SOIL PRESSURE (EQUIVALENT FLUID PRESSURE) : 40 PSF/FT. STUDS DOUGLAS FIR STD. & BETTER METAL CONNECTOR DESIGNATIONS ARE SIMPSON STRONG TIE COMPANY. Fb= 600/675, E= 1,500,00 THESE PLANS HAVE BEEN ENGINEERED FOR CONSTRUCTION AT ONE SPECIFIC BUILDING SITE. BUILDER ASSUMES P-LL RESPONSIBILITY FOR , � d h U a h L O ? d W H A O co I I I • 1,011 1 I i �� • I \ I 1 Z W w I , — —-- I AT110 I —_ -- I O w O m rC V C 2'g m y m m m + d m a+ m e a+ mo A a+.COO a mw +-)wa I m " m mr, ay +'a+w 3 o.oi �a m°. o v :.-m is� a V � a i u rJb - v -- o'=�1 -��li'Sl -- - 2 ' ! l OL I I a s w a : w -, a•••+ aem ++'ow ■ mo > B ----- — OE; r - I .. a m o m o a m ++ o 4 - — 0 a -� ban 0.004 °b o +p' 0 P4 O b iI m w a O V w 'O.., • a O O N V 41 C CG}��pr- � 1 w m a V U a s r El NI I / y i H + aoaaoo ++ oao V I aow • + wa++ mor+++ Psi ' d I ->�:-v, W I / ( I I h�FJ-L W •err LOFT PLAN / I I/it �'Y V �?i W '' ` I I G�,:r )VA----r- 1 Et_7° c s • I _ ------- I'I�,YI�T►��--rtG ti'7tJcCO��M I__ � ; �:.�ti^t - i I � Ma a/p''vFf=�RP �A-t�{1�16 � , - 2�Co @ 24I'OL►W1 RI•oIzIZ, �t-�6.��°O G• - � �; i �- --- —---- -— ---- ------ 1 VER.T � /�Y.hL WV,-GflDihlb AR,E•�G1 _ i-J -4KL \/AFORL e►4R-RI� ROOF PLAN "4 alW,4,LA15 wl # T. & PL'(�NGY�D G�IJ��LCt�R C6t�1L-` N�sll-�___ ��1, n II 2x(p R'T, I/2 � CA / A�LNoR �.'ro C �t�l l O,G. T ; all �'cNG�1aR LYs GZ �� V' • I' W kl� ebb AND VS/AJ., rt1Rp.►ti � I v Y. X11 I � I I l-4- ,ZIOID �►J JI..A"{'IdJ -,'iYP IG�cI- N I ,�,,,��f1U11R111/py� 1-- - - - - - -- - - - - - - - - t l ��u.. �T� - ``�1� � .•••.....,•��'t��i w u tt JOHN two. �8 o,G, THOMAS I • , ---�-�-4 ��-cQN-r, -- - - �` -------- #�-��• III wY�-, G -4�' a,G. °�' � �r �cl�r i✓r� LYON � (I _ vk-nctlti 7n -f•4�Pi GIirX,�G �`PA B-24510 O . OF co �,,�►`. ---- - --- �� "CotiL, iNWI� • i� 2-#�.�- !3�''�I G4t�Ti � —.,{ ��1 ,t p._ I y �� O � � � �P, �LtVATIDN - �EGTIOI�I_ J I I I . . � - �I I�'�Stt colic, F-r�, I , Ii � - --- ---- Ili 8 , rr�. —�} a , �'/Z I �' ,I ' I I I V�`- vv � - I I } %il3LE wl -- -WALL SECTION GOIRNERh r L _ P `N TOWN OF MAIL TO V\/ I NDOW BOX DETAILS DATE5.. L�, 7 • t� A a � r• �v'N s� n � Z f R p O O p m I♦ E V V=4 a - W uWi X m 1 ■ �I—l-�t r\•jC,�:�.—,i-.2-•?C�—/�'t 1 y f I I -I�-`V--i/-I -l I 1 ?�7GL'F: T�_—I I �`�• _I _��IVi�I,'l^�,,}Ji��ce�2 C\ \� I� . �I I I I - I nI Y�J I z I-•w�4 ma+ mms -+ mm°em i-c t 3 4 Y co m # e o C >1, m cvaa+ ° o - U U :3 4J O m m U M co e1 Y.0 i iJ C o c+ "a .0.0 F - be V g1 � '4 a o 4 0.14 a a V"o .1 0 -.m 96 -1 a 4d J y s G +1 0 m M b . M o O a a M 1 .1 m o o q co Y 0 O. l H Mt. LI Co-1 w m Co > c, m a • ° 0a s be a oe a P. w O Q O U U ° = 0 be aa m r = a a ae-4 4.1 m a s -rTJ� ,+ 70 � -� 0,��L'_J P N_I I A2 O Ai� J DN ' a> Dr F OV UP W Y F- O 42 DN D. 3- 220 u P i- rt C G V � s++ Al 0 I 0) — o — MAIN LEVEL ELECTRICAL UPPER LEVEL ELECTRICAL > Of 0 - AmL - MECH. SYMBOLS ELECTRICAL SYMBOLS Electrical Note: rl crrz �i�� DU pI,E•X DU-1"LET Electrician shall comply with all Tai �� e► x� applicable codes and regulations .%2 *WIT•GN�17 DUTL>✓T -N -GAPLrl Tv JaGV- including additional GFI circuits, @► WATV? P>zoorw ad-R.ET o 5 m om DE•T eGTo(R extra duplex receptacles, etc. ��` �5�0 Aftyill'l,`f I OUTLET T TNERMO�taT `� �` `• r� ` M i 220 ouTL>:'r PHOTOGLI.L _ THOMAS =.* 1 �I I - D JU�1GTIo1.1 13ox ® �AT1-{ F'1� V�I.IT \ - - LYON ` $ 51N61 L�e Pouf SW MLIH d PS P-I:-Z A V-e;z P-k1rz L' (PA B-2451/"0-0 I ; 3 MAY 5 W l TG H E L...G-t: M r T.�R 4�'Qj�1 .•rOPvw b°E'J - r r--µ-N ---- � � � � � .�. DIMMER sW t-t"C.N © G1aRhlq�E DooR OPE1JcP �� oF CO��,�� -— - C 15 1 L.l W&I HT. 61 u0P>E 6 6 r6A,-r i L1 eMHT G17J P l ' I m iZEG�25eD ING>t�tJD. � rt'RAL1G LlegHT K HAW6JlJ L'161HT FIXTURE FLtJoRESGENT FIxTUPF- / - - --------- , kuL1 L WA2H ZEG>✓SSED E OL-AN14 PLI&TE 1-0 W.4uL H-r. I'IXTU z5- PULL. GN,tiIN FIXTURE r P►l:_ U2, {°1 W a 1 - A R. V' E PL) LOFT LEVEL All bedroom lights to be centered in room unless noted otherwise. All outlets @ kitchen counters to be mounted @ 42" a.f.f. ®`�J �I O 1� T • J✓ � ELECTRICAL All outlets @ bath vanities to be mounted @ 40" a.f.f. TOWN 11 YY V All other outlets to be mounted @ 14" a.f.f. unless noted otherwise. G,b All wall switches to be mounted @ 42" a.f.f. t tl Wall telephone hacks to be mounted @ 60" a.f.f. Television, cable, and phone jacks to be mounted @ 14" a.f.f. �, � � �; t �_— All mounting heights indicated are to centerline of cover plate BY---9—.t..�------•---------•-••-•-•.-•-----------DATE-•_-_--5_ r .-, J f*•� Verify all appliance voltage requirements with supplier. s U _ i All outlets in bathrooms to be equipped with ground fault circuit interrupter. /{ tq loop A off ®r H*A wwb�owr-� MIX\ 71a ®r L ALA I�!--Ti 1461 W.0 . :, f/fr ,, •r! � r•r � _, , y Y .;� .tiM� IIII` �J•%aa•or(�/✓/_>j _ ��.. \ ° � � � t { <� 4r� `• � •, � \-.° r / �� {` `;t /� ,.�f ` � •._,,,.'".t..--..' .._..., � �,a,,, �.` �---_.�..�',•L....__._... .. .. � •, ,r,-„...-,�-”"- "" y I„ 4�\� { � fg� /'' 1 A k (D\N 74 tk- zct In N2) t7f IL AI IL F. tIN 1 ~"'ti.,_� � _-a. �.... '� �-�'� t `� e.. a,,.�� (� ��/ �\'Ij�� __ _ + <� � I'A.. �'�°°_, S l� `s^„ _ 'r.�� ,t ��y �• ir'" �� 15A ~ 1 t • '%4 MAP tt e%P V E D TOWN OF VAIL ..•. _ 111 ' �hy<` '4 + >R` ".�.`r` d._ ? � ' +� .. .tea YT "x ._wa ..W �� raw � •n -. '�- - - ___ __ _ _.-._ �� 4.� '� ��' ..y.� � .� >c � , -�• •.e.,.,,.<.b ' -Y �.4.... as`µ � "�M •4._ - w ..a w .... .. t ..n •.,. o .< a ". ... ,r "___.._.__ .._— .. ... _..,,-.+ >x- .,� f i BY--------- ----- 1 ------------DATES _ � y1 r V n f r I �8e-OI) • . �fJl-D11 -- - - Z .. L 17' • „ - `l'I-O�- - __ ____rl - v 'off%"--- - -- ---w- - -- ___ __ I -o ! ! --- ----- -----�- �--o _-- �Z O `+ N t M BEDROOM 2 EDROOM 1 - -- - - -- --� - -.-____T__ --.�}---�► • � v a o i a o a..4 a '. I.J. 1/Gri I } - - / \ « f n = Pb ate+ ' • to f7 e I G - I I � �• { �t..i l� � ; « �. eo.go< eea ' ' I �.// / 1 Yft. eO M • soYWa aea�+Y on rs > w _ __ ..-. I � i f } i - .Mi7 M • e • �A O"• Y {1 1 I j — _ — — ( I •w w e rYiL>MY a L� {� I � I 1 I �� OO ,'iYilO • O.1 .0 A� Yiw p►O� O. tJ�•'O A+ •M F4 4j { 11 v1 11 - i ` I I .0wA .■.,oqh: vam E _ { �• U V - I I l I i i � �i ! r �'- i w Y 1� a 10 rl A B. m R•. ISM Y Y is a e Y , wY o e o as w eY (h th q - , ( ' ! .W _N `�E1 __ . I 5y2 I +I , t+ I II I 1 � wAoomoO °naaa+o _ _- ---- _ M. BATH 2 �J `�I I ' �' ,O 3 2 3�Z 3-`�/i O:_ `I 'C -,� -- - --`�-z/2- ---- o ■ N a�. Y w„., f _ I + _ .� w m e 7 M V m'.i Y m �7j }�} II I II 7` d I ( ie O b > e V � T r � ' I ' _ --- " 1 G-°II 3/ ! I p. co m b b o 0 3 it i — r Ue MAP. �aA mY l i4+ m � w °eav b 3/f _ II +i { I• I l i it I Id w + aaa me o•e m Co-� L HW4 P=' / GJ r► w a Y ae o Y > Yeww+•I.CY mew +°+ c6 o a a o o am+ c°►a o U - - r 4711$1 AID. (� O I _ -- i O I DW t- u L l _ -1`ar I HF N fl--f- --�- ,. '� _ , ( i in DINING � fI I ' O IBEDROOMS KITCHEN /I �j?' ter-PE-' I I i► `� 10 O Q D� 1Z / 8 ► �� UP loo 7,. 1I t V _ - G - -- - - `----- -t -- - -�-- - ' � a a t,• — I ! D N + -I SITTING LIVING t UP �� REF OV � � i GARAGE - - I = E _A 1 I =off-- _ —_ -- Ld C Q -�' It ` _ 11�fi7. 1 _ � c9.GGQ ,yk:.,� 3 _ 6�- 1 _ I I I ' _ fF►'- 5-T O 7.r2Ar+ N ------- _ - �;DN. ,— I ;N I Ot� 0 1 e u _+ i O _1 1 VIIvYLs2, ` _ i w - - IN t IBATH r>r w! z.�z ', - _ TI�E 3, 4 ,! N co � EN BATH M ►I = - -�� N: PORCH I C I STA 1 R -I ! avccoG�tJCo waa7 STAIR PIP —� — — — m _ _ \ t '413�- 11T 4 =rVb hpelNb -- u 0) 11_4 it ! le I , q � � •�� Q w , Coy-¢el (8, 8-011 I -C 2'�0 --- - - - - - - - ----- " - -- - I I_ �- 7-0 �-fi- 1 Z _oil el I ' P N . �- -, UPPER LEVEL PLAN - I MAIN LEVEL PLAN , Note. m It_ I I► _ Provide solid blocking at all handrails, / II towel bars, curtain rods, etc. as needed 14 for complete support prior to drywalling. IWVULA7-= w1 +21�ID .tJ�tJL., t3�+�IND Map, - V I LIDO Y, Y S r-IfZD �°+.�IM A42 6Y 1tPP�1; R C�INt�oi MTb, ihl W�l.�, - jf ROUGH OPENING �� tiD AR�jyVA,,Il KEY QUAN. DESCRIPTION WIDTH HEIGHT MANUF. & DESIG. LOCATION JAMB REMARKS DOOR SCHEDULE II a THOMAS J , hcD T.v i.,Uri m �/_ Z�/Z G ��F - Low /� � _ O r LYON ROUGH OPENING d'�► g-2451 po TI7L, AWN I1,J �/Z 31%il A 3030-11 G-►a$l-�1 I"C.OT41 �2 (o °r/� KEY QUAN. DESCRIPTION WIDTH HEIGHT MANUF. & DESIG. LOCATION JAMB REMARKS I , u II � of II tl , II I Ct�tC 0 Z . P 3L,-r,D,�,AWN6 60J2. 31%z A 3050-21 t�-t, �Rrl,X21 WtGN 1 to /� O I X108 ��T�( ?$%; �3/: I jo 21: 4,+ to; • , .�17;i�D TF�1PL� ^ I II I II o1 II �_,.,� I� II I n e �.- .:- .:- O A 3o3d-41 I.-IVI� izor" -1 to --c�!✓N I�FP X501 PAIR M,�'t�i I M�3C�1�2 �%g'I l coM�NEA 'lam• 12.01,z! 73%2 AP X4824-4I t.iV1N6 RrX�M �o°t��'e h U3 ! bvvl�3 �r i`�l-i•!' 7.4J/z° 83%11 �RD 5� 011 FAIR UV1�16 R k:� j ��II °f2;L021 10110 i✓ -,Hd16 7�MN lo7�Ei1 %e- b 2528-Z $ D MS IO�G'' •�! -��a 4- 2 �'GYo+3 _ - ��'� /2� 1! IH tLL�=`6 RAN�1- CSR G-t X 811 Imo- r�-D w l �,G>.�r-� _ M�••i �M I 2-t r-tA.Y ��1�1 � r - > �I1rING RM, '1 I 11 I Il -aDCmR co, log/ro 7r- �p �-, I 5Q 1 X70 C-ate--�t4z -0 1 7-� I> I?tF tYtop-cEA4 �Ao� ..,� � oP1 " t - j1 - O 21ao8 Z I'�lli=1-_ 32'1 S2'/2' �3-�+aJ[ _ �IN� t'G BR�1,21 8cvs-tl -�1..�►�1 Pi3c,F-fJIJ6-twi!� -�°I1%S Jraf/e P -2�F2&-2- - t�it,lIt`• > G G 3 _ M, i3Ezr1.3 - a Q 2o�S 2 P�,1.1 1. Z�'' 82'/2' PLANK zp PINT= -FA714 2 r- 0 I - bl3LT�1ffG't�Ylt� '/�_ 1/e n 712o-Z BEM r(� - I , y pBL;` iJb _ Z�'��a fi°IttB`` b 1fF2d *&zrk . loa/�o O ICI.. ze Z f'i`1L"# 5e ll rll �,l.�NI1=.� P1Na (2) w ly 11 I II '1 rt � �)/2 �/ ,tlx T psi-t0 M,B> -f T+ l N/A lol 82/2 Pl-AN FNS C2� M, #I in ti _ --9- Er-I �. 4<0 " x o T1 --. �E-I 0 0 r u 12 / 1 TIF/ / /' 1 ' i ' ' I I •i \ O tr m m ♦+ v t -4 m m 4- .i ilO1 1" om oa+ mmstroa �\ W� I I I i d t, I .� D.O 04 O s amawa+<nn i a > a 41 03c ' 1 } \ _ _ I I I f !+JS a a m 1 � `t • ( I n n y a+<t 0.0 o,, MATH .1 V m p 4 > s+ a sv a.0 V,. .�.. 777- Ll t ,• � { f f i � e � � I I � 1 a .°+o�m o ao a.+ ola+" 7 w■ a n O m 7 p w .y A 0 0 m D s O a a a a a+ a+, -4 > a+ m 1 I I t � � - � ,_ I = ( I i I f I � we o �wmam+ � ca i I G I i G 17 1 �� tib t j�-.o I bs.0Lao� a. ra ■ m� m I f I wo .4 - asam�. v 40 a ommoamcd � aaD aA N-. 7 M a m 0 "A 4+ m a,D .G o O fr ■.ti O M or a ti w Fl. t Y f t 1 I I t _�o�„ II ��►: t,.�:.t. I ' X41 I ' - - - I -- I I l--�� - - - - - - k c, O 1 C IGJtI l 6 I f "' ac_ O - J it I � {- - - - - - - - - - - _ ' I I i Ln Lo W EAST ELEVATION NORTH ELEVATION • Provide solid horizontal blocking _ • at 32' o.c. vert. between studs at all vertical siding locations. t - .� C i ' 1 fF PAN � 1 LL- 1 O mc (D m _T t 1t 1 ' � ' I 1 � I 1 I I � I 1 1 I � I ` t � ' I • � � ' ' I 1 I ' 1 k � � � ,,��tj�Znrl _ , J JOHN �► 1 � YP - - --- � �. - - _ - ---- - it ,t ! '� ii ij THOMA S LYON '* 8-2451 u - Oe CO Lj —] 11. +- 4 c°w,.� iNO - # I�N1� �a- - '�1L01r fwd ILI z r WEST ELEVATION '- _ - _ _ _ _ _ _ _ _ _ _ _ _ SOUTH ELEVATION 1 U6 w • • 1 _ _ _ -_-- - -_— _ _- - _ . . • i -<0 • VJ 1 L L 'v i o 1 _ ' X� ' ■ • 1 ) LOfO M. e s. O •Y Y I r+ e • so oYe •J3se • c . 6�iZ'1•'1.- -M► �'rF+ -l:oPr , o s 0640 000• a4 +v MAO O J9 00 " M e QwY 00 �t > • YJC e O i. • MYpI Q -- - •Y R A< t 0-4 O 0 000 00 e-t a AYt > Y • O Q ,.4 �sews•+YY • n R s•0 a A«.. e 40 a s..4 °O w e =�Lt7tl�f vt~ _ _ • 0 0 0 o Iii w 40 A~ a i.�A O`A. w 41 OU Y I C R w y Y Ell `I ! • ° I -_--- I _ • e•o-e. AN o n o.r.vna-Y+++ y 1 S. . 0 7 M A-Ma i o e DECK ° L 0•a sh �' _O UPPER Ft can• tJPPiR o a s�1.Rr o eei r=w r _O : 0+1 e a ■-Y.A� i•s — ---- -- fill 06 a A o Y • c++ _ L 0 1 !rr J:+gv F41'� {d� J3 o se.i.er 9. 16 4. e o + r t+YROA<ao ++ oao _I M >T - g (SA 944667= YVA14- • I= —= $� 8 �4LL-- - O ° `�' o °Ao pv o end o Uw- --- u► = C�i GILD o►•} GFD _ q' to W 7 $.O G. ` A BUILDING SECTION B BUILDING SECTION O 0 i f ►I _�t all Not @: Provide solid blocking at all handraits, towel bars, curtain rods, etc. as needed for complete support .prior to drywailing. co LOpf- O 1 ` ir ELI ° ° I o I o 11 5 _ Z 0 o o d6 'oo -0o 0o 0:- b z M.MVRCVt-i O #I C I 041' M 12j, I. q, I it 2 7"V1.. I so U PYE;Z P.R,KITC HEN �l } LIVING ROOM -► d j�RC��iy44 a�OHN "D.A ►ut�c1i. __ - _.* THOOM�AS *: Csr4"ft- -- N — — — — — � � '��► 2451 � EI 44ower OR CpL _- -- -- �-`_ - �?�r17 TI 1 KA4 1-1 t — CAB._ fo'°l+_[•'11R1u�K �'tis -- ' f"±tit� 8 ��-� .. . _ LL TOZI Ft In SUMPi }- -- i.1Tl-E HolH- E 2. NOr.7;tF� --- _ Noi�T�-t _' �Jf 4CUT14 ��• ~ n i - - - MASTER BATH s/�" =�� ____ -___� _�_ � �__ __ __ o _____ __ _. _ 3/4 BATH /�' `� °U C BLDG SECTION - - -C/�- � del_ �i -�►�,t.r � - � ,-�. . =/ �/ { / / /� i• \ �� 30PA • �6Z:7'C�`..{�� - o �� wJ� •—� ' ' % ,/`�-\ r � ,, I�mil+ ' , ��N rt g�' �'T = a ti = - D - �`� a %�'$?I,�rt�N= • � { �i O1.0t1P* C RJ Prz5:;, �aGr Gt,-}— �q `' Z CA;-A `/ -hT ' ■ 1 � i' � --� 2 E 2�"DEG. 10 4,0 M • � z �p • r� - - I � 1x10 zG�, �� , � �" / /�� ?-'a :a','R I►+�t. ��r_ ��., -_, ,,' s.�� - L7 ,'__✓'-7 I \ / I X(p - , 11 �� + y 9 L o •s o e_..r a o I .+ m m 1 / ; I m rr! �ia,Iu�'"' �— glI�G1 ��/. I `� 1 ��' I I s s gy+ m o p C m WOOD �1� T, I T4i /, /1 `�?CT`✓ t G P•T-I I IY^�O�• \ 1 � —/r 1�� \ p Y 6 T Q O L O O ' / L > m t } ; 7-0 _ ✓.� L w+ h' L ' Y .0 p C L m L w N _ 7:8'I ESG 3p. I ' 3;81 261, �7 ',� =.� Gam: W�- O V 7 Y Z O m Uti 1 ;JI o ., p p Y t > Y p v a s o m•�v �..Y..m. � a a` o ^\�/ Wn 1, .�rCV� �t-•1 YvW� � O D ■ Y p L.-1 O +. O v I Wp�D OR iii tiG(.O y • Y �. e p.,a a m CD Z 4• �. .y O C ++ U L p ' I �X 1i�(�a°' } JGl.O L1rDl►`�(9 .7`(� z '� c; d s - l/f 71��i! •y,,, �_� - 1 M• ��fJtT �l I� !-� r�✓J�-: - O, e L G L L Y p - amour � ��"� G'�►�i�cZ .. m m m c a. o m > +. m WW v WL Igo i t✓N D" — ra m L i V m e o .. o Y c _ O+'1 �. V m m 'O �+ O C • EAVE DETAIL ore at VY AVE TYP SLOPING EAVE EAVE DETAIL ��-r►.>�I �.v�o �1�� Y.. 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' ' • a. a s ao o • o o.. a+a+%d 31 n o a 0 a o 0 *V 1 / p %M • k.y O w r LOFT 41 P4 0 16 AL I I , r.•a v .+.,„ a '—��yN Tt7_E :OY�! - - f I t\� \ - .� a r o r o r a r . o I so �{ a .+a+ fs o r.+ ® 12 I a ■ aaoaa+ r•4 i-F N O .y • •S O n.y O V 16 7D- ppt-I w 10.0 * 0.0 a • r - r \ �' p -. O NTb I21 I Z I ■11 pY is■ a0o a+ ■ aa+ 1 ----- - - _ --- r 0.1 r O O a • a o r. ■ a a•. • 0-4%4 - I N6i _ Wf7_w- D6. – / 4�C OV A UQ > c Ld - �,, _�u"r% GC-�t-Y. DRIP , � � ( �-�� _YA�'Y�r�•1'b. - � _ Q 1 �I I II t 11 � 11 i 1 1 II 1 1� ( II � �� —,P�-1...h._-- _ i �-•--- —�`, / � , • – _ '¢ I t — IQ= OF WALL. 0 LOFT PLAN . I"�1Yk>7•►�-Tic h-Tue 0) vp• ^tIF.�T; ��IC�tCi'EL'W!7'G1tDth{b-�t2J+�/.M _ � ' AL WAw FCtiDbt _ -4KL VAFbR DAP.RIB — - - -� T Q _ — - ROOF PLAN �� , � III- Ito n MUD 4 W_� 'ji fe — O �. rtRr. b t.'tucti+u- —�":.— • II• -- _ --- - —— - m _ ► y ."r tcp >ACtaz �vL'Tcs !,� �a�- . . �I =�" f - =- b -- — - �� ' w ' 1 K4+ . � -�'�.'�'�p�r--�'`t'r - -- • • � � 6(t�-1I�a1L:A'C1ic�f-_" , _j _ _ _ _ �-I � _ _ � 5hlttutttrutpM 4 -- -- - 'H i �RATy - ��,``,`� �O A�y�TF�ii s}• x N 8' t7VYLr G� 4baO,G, -- l�. I • r -t — - - - - - - - - - - - - JOHN `�► L `, MM - '1 �p� � � �* THOMAS ' d I • , = ��-� ��+�1,..LQ = . �-y- ' I'• h , ----F'-�L,--- _ a� r I LYON II �I 8-2451 �I , _ ..._L_i t1 _ •d_V�ytitr = - i Golst:— -- _ t e -r Wee, /�• . _= I I C�`QQ`.�t` • t�=� - Ilo��S�GQt+�i._TtYv.- ---_.-- - -- � $-_� a . �G_->?bi -- - --- '*,ra. All _ _ —---— -- � rFZ{L a2 ado -1 P X..11-T• [ 11G r � • • I � I ( � - �Rir11�r� I ! :2 WALL SECTION _ WALL SECTION _ _- -_ -_—_ _ -- ' - _W °HaGr __----____-- _ _-- -- _ � ___-- �err ► � -- B�B� - (ol-Z"��-(yN (S>i�` ELCVA�1A.Jh - � _ �N W-1 N D OW- — BOX---D ESA L-S — -- • 4 _7 —_ _-_'-_ 1 _ .¢!on I.�.►_otl ' 17i ail — .w - 171D ` O ��'. uT'/P•Z z 'W W re 16 �} �2+xG c zQ- r�F-rEr� ax - v -r1 b ° o :Ana:.: as I - (3i,LCD W 48 O,G o o >.a+ .4 R a a Y O s. oaw,Ynn > w �CY �-[F�iTrJvR �` ;s ALL Y�e00 a or.Yme f I _ Lt 2 Tl"L I MM��-S' 2"A4° ° i a+, °a Y :"a • V eb A-ai•.0i b g. a a is ■.+r a.� Q ■ L?_3 � w~ate+ A~ a0 1AI. o � 2- (A -- - r 7 ' e-1.010 awe.• o lo° corms. ��sz 1� —- M tl. 2X i �' 2-11 /e M L }�p';Z. ' Q-1 b Y Y JC 9: 10 a w 10.1'p N ■ 10 00 0M 4j a \ qiVe 2-A 1 2- +E,24 Di GI es ■ a 0 a a w+r 0 0 wbRwawaa na o ., • 10.4 00.. 0 -- _ _ __ _ - -I r \\ iise a•°, waO+ MA 0+10 0 Q 0 I \ ! U �soa ■.» bp�. 0oa \ . \ r`l2G�i'?�{ m•G• - a Y a o a s o o a n n o LEA D - TYp1GG' T►�cvwN hlt \+ -- - - t.1P COO '- --- -- BVA �p 2 P.�RcP�.YSI - ' �oz�a�:p -2•T�i22'�N►��fR�Py � �I /1! - _ �i i oil_ -� - ._I N I � - . ( � N I � ' V6'W, _ I r r o 7 1�`�I�1 l+Jl•r�V IV I I _trot .x t311_UNREIwr-1 r Via. w — is 8v 6 , 0,00,Poo - - �t - --- -- 2 R 6RMA-r�.tZ I (' �` =a_ �-P�� t6G�►�--'S_ - -I � -L�'L�218_'�L�ll�f 9'CI�Rt�- _ � �-- — -� — IN T o,W �SO. � I ��•d" I i I t u1 I , a a� 0"60w y�,^LL- w 2- *4- - Igo"�S l��r' F745,.- r� =B�►:oW' t�M 2 W► s V _ Icot�� ;ty�rtL-r/a vvp.4-x.101 aF - _�_``�corJG, ' Pi's.--C7�t/t-�W� _ ' I -#�`iLJ7H'>• - -- ' � ' O Lo FOUNDATION PLAN ROOF FRAMING PLAN .�� _ - -----$�1�a�► - - --_---------_-------__ D tl -- - -- - II_ f it � GENERAL STRUCTURAL NOTES _ DESIGN LIVE LOADS PROVIDE PERIMETER DRAIN PER SOILS ENGINEER. ) JOISTS DOUGLAS FIR NO.2 Fb- 1250/1450, E- 1,700,000 SNOW 80 PSF _ SLOPE PERIMETER GRADE AWAY FROM BUILDING. � - G.4V COLUMNS DOUGLAS FIR NO.1 WIND UBC DESIGN CRITERIA 20 PSF r CONCRETE AND REINFORCEMENT 1,600,020 ` , ( ) -- Fb= 1200, E' SEISMIC ZONE 1 CONCRETE SHALL CONFORM TO APPLICABLE PROVISIONS OF LATEST NAILING PER UNIFORM BUILDING CODE EXCEPT WHERE MORE OR LARGER REVISION OF ACI-301. MINIMUM 28 DAY COMPRESSIVE STRENGTH AS NAILING SHOWN ON DRAWINGS. , FLOOR 40 PSF FOLLOWS: EXTERIOR DECK 80 PSF ALL CONCRETE 3500 PSI. - ALL ROOF RAFTERS, JOISTS, TRUSSES, BEAMS ANCHORED TO SUPPORTS WITH 18 GA. FRAMING ANCHORS. TRUSS TO TRUSS CONNECTIONS FOUNDATIONS DEFORMED REINFORCEMENT: ASTM A615 GRADE 60. SPECIFIED BY TRUSS SUPPLIER. _ G ALL PLYWOOD ROOF SHEATHING AND SUBFLOORING SHALL BE ENGINEERED FOUNDATION DESIGNED TI ACCORDANCE WITH RECOMMENDATIONS CONTAINED } WELDED WIRE FABRIC: ASTM 185. y GRADES WITH GRADE STAMP INDICATING APPROPRIATE MAXIMUM SPACING IN SOILS INVESTIGATION REPORT PREPARED BY: INTERMOUNTAIN ! OF SUPPORTS. ENGINEERING SOILS REPORT NO. V-1108G, DATED: MAY, 1981. M• .-. REINFORCEMENT FABRICATED AND PLACED PER ACI MANUAL OF STANDARD ALL EXTERIOR STUD WALLS SHALL BE SHEATHED WITH ONE SHEET OF 1/2- EXCEPT WHERE OTHERWISE SPECIFICALLY NOTED HEREIN, ALL l PRACTICE (ACI-315). PLYWOOD ALONG WAILS. ADD'L REQUIREMENTS NOTED ON DWGS. (OR , O RECOMMENDATIONS AND PRECAUTIONS CONTAINED IN THAT REPORT SHALL PARTICLE BOARD CONFORMING TO UBC STANDARD NO. 25-25.) -d BE ADHERED To BY THE CONTRACTOR. TYPICAL FOUNDATION REINFORCEMENT 2-#4 TOP AND 2-#4 BOTTOM. - - x (o va I P FOUNDATION DESIGN CRITERIA (BELOW) WAS ASSUMED FOR PURPOSES j PROVIDE ,CONTINUOUS WALL STUDS EACH SIDE OF WALL OPENINGS EQUAL Ii,A[a �'1 .�-•G' I.�O�i• IN TUP SEE PLANS FOR OTHER REQUIREMENTS. I TO ONE HALF OR GREATER OF 2JUMBER OF STUDS INTERRUPTED BY _ r � . OF FOUNDATION DESIGN AND SHALL BE CONFIRMED BY SOILS ENGINEER, OPENINGS. G4 NG G d L- O LJ.d�L1�� 5�T AT OWNERS EXPENSE, PRIOR TO CONSTRUCTION. (THIS PROCEDURE MAY CONCRETE MUST BE PLACED CONTINUOUSLY WITHOUT HORIZONTAL COLD ��•� `�ir�-�I^��Q IM C��►5'TIG. ' REQUIRE REVISIONS TO FOUNDATION DESIGN IF SOILS ENGINEER JOINT. -IF COLD , JOINT IS DESIRED, APPROPRIATE VERTICAL ALL WALL STUDS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FROM Q` �{C7�1 -5}��•I�+K- - -UZ-•!T DETERMINES THAT SUCH DESIGN CRITERIA ARE INAPPROPRIATE FOR THIS REINFORCEMENT MUST BE PROVIDED. FLOOR TO ROOF. b BUILDING SITE) . WOOD FRAMING CROSS BRIDGE ALL ROOF AND FLOOR JOISTS AT MIDSPAN WHERE BO7"" l - G FOOTINGS SHALL BE PLACED UPON UNDISTURBED NATURAL SOIL OR DOES NOT RECEIVE DRYWALL OR OTHER SHEATHING. d A'l COMPACTED FILL TESTED AND APPROVED BY SOILS ENGINEER. GLU �S: 24F-V3 DF/DF ARCHITECTURAL GRADE, 0- CAMBER :j (OPTIONAL) , PROVIDE SOLID BLOCKING OR RIK JOISTS AT ALL JOIST SUPPORTS A50 • MAXIMUM DESIGN SOIL PRESSURE: 3000 PSF. JOIST ENDS. ALL FLOOR AND ROOF TRUSS BRACING AND RIW IIG FRAMING ?UMBER (MAXIMUM MOISTURE CONTENT: 19%) SPECIFIED BY TRUSS SUPPLIER. DESIGN LATERAL SOIL PRESSURE (EQUIVALENT FLUID PRESSURE) : ' RML CONNECTOR DESIGNATIONS ARE SIMPSON STRONG TIE COMPAI1?. 40 PSF/FT. f 1 i STUDS DOUGLAS FIR STD. 4 BETTER - - Fb=1 600/675_, E= 1,500,00 THESE PLANS HAVE BEEN ENGINEERED FOR CONSTRUCTION 1l'"" ONE -- - _ _ SPECIFIC BUILDING SITE. BUILDER ASSUMES ALL RESPONSIBIT- , FOR