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HomeMy WebLinkAboutBIGHORN 5TH ADDITION BLOCK 7 LOT 19.pdf I A.' �Il M 2'. , I' ,­l A, A$. 7i'N j, it it'. I A%, A,, . ,I,, ;,'I, " " .4 - ­�,". , T 1`- 1- -,,x:,�%� 11 "1.. V. , � j AV �k TZ I . , ­ 1� ,"3� ­ ., , - , �il�.it" ­ -- i L , '.. , I: ­'t,,� I ­­­ , `t �j',:1i, V I iv.'A,A IiX V z" f r A, 1A Z VI .77 il� A ift A, f;iI , �;, , ;V,�­,-,11 ,, �,,�Z.,Zt I ,r A V -t At: Ott A -'i� ,4, .,, I I � I ,I At,im,, :11 ­1_41, -,;. -4, AIAtAIIIttitltIAX tA7 AItAA777 IAm 4�, A Ile AON!5 I .4 14 ,i Ile AtIF AN(S 2 F L 0 - A52 1 4 AtAY AL A LCT 19 5 L CC E I E 2 UP,F E R. E E L H 0 f RN E) t A D TION I ATOWN OF VA I L A5TATE OF GOLCRADC Uen I ed 0it valty ot C. NERAL NOTE!5: -MATERIAL til 303 (d 19 -2E UILDI tNo r Urce or araq. ing Q a em or"ZEVIATIO t AE365 N5, MATER1AL '5YMf30L5: V 01 po not scale drcHin9b. b '' isle6ed td bs�9poit,tori-or, LT I -V aTi aip nol k cot LTL, of'in� d 011.1 PY IAa02 Qq1llldkW Qnd utility loc4lons on. J 0 pri Y er1AfIchmect any contmp or LF we it's in PA XTt MN iv, r0d"openlr4, ivent,ip m T A;1J1'I V j I I�q MTV, fill Pro ttlo�o Fin Ish Nood 03 ll%r"a conflicts of,discreponcles mst be fully Hod Aova Pro Hritten cepr rosOv&d Aith m the A consbwtion wt)"s In th AA4 oso areas AMoto dimensions ore to foca of tvd,c:i 5i;( -, -,-" ,!, ii, - ')A R:114id 66 both 00". Hood Kfi 04 bey P IRil MET therpil-4 noted. 04 Pion Nood Trift� otod or foce of concrete m P 150'ticln and ellov6ttlom dimensions ata,to top of NOTEP PER MeVXt1QN$: C, millimew ro) 7.1 1,� mInlm concxotel,top of pl�#qood,or,top Of e4oll plotes 1"llood F AF b all 6 on n or to of p4all plot4os or booms unless qtWHIs* MkYXV r &f - I x 6 x note 05 blm�" Unit all nec'essa collo4s. Locations ftfvdo Dvt ore n9t ll"MIW Hood 5af Its `4 T Atto C011IM9 and AQ11-momted fIxturoo,#toilets,J(4 ount shelves, X'' �, , r.1. north om all 01irlos. 71 Tcloset rods and fdK0 D60M*.�not it)o9nVoc NOH nominal. Mort MT ft: Datt In4vI k4oqd 'not W s0id* iQpP fit kilthim collirm%floor and Kali es. Verify JAh 5vtalrodl on all Awi7 Arthtect�jhem Overting f"Rigid Insvlotlon AC Alto 06 Coordinate all electrical and rroG IIfixtures to -lip $TONE MIN5WTs details or quidla" is 0 In the event U)at additiord THIN Q"M0$e-R4XK oicop 5NAPFVP 5A105TONE CAP needed by the Contractor f If the sholl Immediately Aroulotl at Ce -f this project he' [ling Tile nle ospomrts 0 'biter API Arch1wt of responsibility ry, t, Failure to give angle notice sbQII rolleva PLA plosty- 10miratO L r pavement Pl. PIM9 nle Pavers 'the C-arlerall Contractor 5hall t�*responsible for PH AAOrin"fountalm PT Int pomas per squaro toot Apamits cm r"Irod approls. This is ALUM"CLAV HOOD or sootlbf�lnq Oil applicl:vneeP51 pounds Ode square Inch %eel Metal as noted C PL ert line prop as ananded "to<,ount%Colorado. All projects dT qVQ 5 out5ido of Eog a Coun4 Cgrarodo,sholl c-onf"to Exterior Poo' Tdh UBr,.as P4011 a* k�cal and regional codes. Cids (to be detorminoci)l compliame is ff"K". The GonsWwtIon Vocuments IT0� a rcv,Ont) Oe ) E;XT RaGO roAqvired 14�2 0'all not permit r4ork that dos not conform to oil 14 relevant codes.resilient foe WARD AlsO BATT PAY, evision (Ing) 5octlon ft:-o of,rW*onrq ACut Peference Vetall rea Reference The(�owall Contractor and Subciontroctors %hall flold -rkJ*ha.*d 0q Ar w, coordinate and obtain from the A"hitoctl Ittil-p- - h h -Illing of FIR' 5 �M,she If &KjInaer before ang cu t r4 -in ton o0f "n avi wet -place concre 51WIXtural elements Hh1ch h ilk 01-0 flnlOhOd rktogritq of U18 Wilding. ;0K SH, oomfire L cenro4 ring-Pnn qAxovall prior to baginning any site Horle-5HT0 The roril;roctor shall verify all existing grades qVI fire,oxtNivipw,Ciabinot V?6" Elevation Reference, Elevation 5Tnbql 10 ro se�ant(eterior) stake out the building fooWirt for CHner 9 cchitioct IM I or I —--------— ik to harsh e4ritar 4 k 1'ho OHnor has Lvem advised OK*due f: core Itions,root ond do( sprfoces Must 1: f (ond tAh reasonobly Free of and sW.4 W ensure minknol tl)oso 5urfoces, fulmiR 9 $To ptonr�c" X, vtioll cut F only vilth Cmioprfs wlttem opproval, Vnk"spiocifled song i�o 6A 5vbsl;IbAIon9 of "FqpqI"products will be occoptfob 12 Mn ' Itoins or*intended os q4lfty specificiations only.' TM file ne 5TA, oiw��turfal wV provide(21 04 Contractor ad each 5bo,T40 eCe TS top a ilowi Ravl5lon C sportatioN supplies, otf,,, th It is kitent and meaning of Uvsis doa#ront, APK THR 14 and groove, loud labor,motortals,L-on to obtain a c9rVIets job Hithin the rocogniZed stondwris of the Indu9try. NEE CHIT,90T 5TRU(M ENI 0 eP Tq Ma h T rt.'A. TIM unloO no othorNI" (5RAND11-Y�,E5T, no �or L)arrier r Ify .0,13 VERT Ve.,T vinid rrirrposition Avon, 6 roOo 6W20 1 Jet v4oldo, lire 1`�7brlc,06 A? law t A00d tAAAY Y mn ittAAAAA 0 0 o0 � o a � m � v ° m � q o q o 121_0„ 231_0„ _011 �T 5' I-ei6Hr TREATED 5 X 6 u TIMBER IIALL WITH LADDER O m ^ P i AS tt1 E6RE55 WELL : iQ LAUNDRY ., 131_4" va 8 _2 6 Tf robert a. mach BEDROOM 7 Ofi ® m o architect - r1 10'4 X 11 '0 EGRESS N lV p WELL _f HEIGHT TREATED 6 X 6 PCVISIONS: 1 ;� i. p ry - -If b ih- -I � �-Y - _ IBER WALL WITH LADDER ICJ L _ _ I WARES ATM m O 'Q LPSB WP L IIIB 5 BEDROOM T �� --~� +•='' . 9MAFT 10'10 x 15,6 2 x a vmr:F� (X7 rwc� r a F�uaE cw ro ® O4 CLOSET CLOSET Z-6 PL /-4" 9'- 10" 2 r) 0 �c 6A \ o — - e O" 15'-10° 3'- 10" 5'-4" O O � 4'-3" 10'- II " 5'-2" - 16 '-10" tv _ _ BEDROOM � �� aaa3 . L ry ry - - - - - O O O 2's x 14' / � a19 . 5 � a 2O � �Ff� S 4 C�AR14CzE Q 744 SQUARE FEET 5 m 8'_4„ r 4" o ry EWW�H ° - � ' RECREI4T I ON LL BEDROOM 6 O �' C CUBBIES ABOVE U1IC 13'4 x 10'0 9 — F^� BATH O LINE OP FLOOR ABOVE 6LA555HOWER ENCLOSURE 0 LP Q AA A4 .Q FOYER _ _ — AS � vs rtAesrac 38 �' � M i O Ih O vi OTTO ABOVE p U 1»I5WV.LTom IN 3,_411 8'-011 2 '_8„ 8,_0„ 4,_6 -2' 6'_I " -' :p COVERED ENTRY z Z ma , ELF FAbTGE 0 0 PATIOW O ST0 ENntY Yl4LL5 I 0.R R/flaTQ! I- - 5TL REIWFi. i iP I I—y ' - - - 4'-O" 4'-0" 5'-O" 2'-6" 2'-6" 6'-6 " 6'-6" 1 3'-4" 3'-4" 2'-10" L 6'-6" 6-6" I�-I REFS o AnLN — — — rr11 1'Qt LpFl6. '-6 " 3'_4„ 14" 6'-6" '-6" 4'-6" Q� Q 45, „ '-6 ' " ,_026 5 -0 13 6 '-8 2'-10'1 13,_0 ° Ln O wAazo 28'-O" MAIN SPAN C) LOLER LEVEL FLOOR PL4N x ° -41 a w > 5GALE I/4" = 1 '-O" UPPER LEVEL 2593 SQUARE FEET LOUDER LEVEL 2126 SQUARE FEET StEFT NO DATE: GARAGE Cover 600 S.P.) 144 SQUARE PEET 4,863 TOTAL SQUARE FEET 1 CD � � N m o is _ 98'_b" 7 O U 23.-0" 28'_O" 16 ._0.. 15'-0" 10'-0„ Cro o B'-O" 4'_4" 4'_4" - - - ' DECK 81_2.. I [,C I . ML1 I 6 - - Try i 0 0 � , ; �I - - - - � O ;j AA PANTRY ,. 4 eem� + 2'-O" 6'-O" z.. '41 , 0 0 O O �z e 3 0„ KITCHEN ° K v o robert a. mach 7 I � architect T NICHE Q =� 4 REVISIONS: 511 3'-2v v 6„ © I DINING �, p 5 1wTOrs In �01 al k O I T-2' 24" = r - - - - - - - - - 4 III' v �v eOWDER kH , bd �� I COFFERED GEILING MuPE L - - - - - L t q O 4'-10" 48" 'I ® I PF -2"' O WALL TO GEILING Q kz e ® , 5'_2.. 6,_q.. - - - - —'- - — - - ,� 16,_0„ 3,��I 2 ' 10, 13'-6" As g•_2.. N r I 0 °N 6'-l0° v ml 2'-a' � Qs o O IN x635 . 8 �I �° I MIGIStER SUITE j � �.P ry Q Q I = I2" eoa�- - - 3 3 s tr I I ro �o 066 — — — — �V P � DECiK § HER I HIS c 4 4" 0 U) o BEDROOM 3 R 12 x to - 5 _10, a� CsR�AT RODM � BEDROOM Z O I m I 0' AP P b�FD 13'4 % 10'0 4 ttl • BOO' A.PF�(SIMI Fl //�� �uI 77 C. _ _ _ __--_. ._ .- INf$ti ry BIIrITI� N O _� CONI. LPPER I" i. 1 S 3C' 61A5 'iF10YER ENCLOSURE O m l N A B — — — o oPTlowa toes 94,. suss ooaR OPEN - ® O AA To �z - - AS I BELOW - - _ , N . © DECK U I , Z Z I Q � w Q 3'-0" 10'-O" IT-4" 2'-6" 2'-6" 4'-6" 4'-0" 4'-0" 5'-O" 2'-6" 2'-6" b'-6" 6'-6" 3'-4" 3'-4" 2'-10" b'-6" 6'-6 " Q � C _ 6" 4'-8" 30'_4" 5'-O" 17'-6" S'-O" 131_0" 6 '-8" 1 5'-10" 0 LO H � 28'-0" MAIN SPAN 0 ' W p UPPER LEVEL FLOOR PL14N E�—I M SG4LE 1 /4" = 1 '-0" 2593 SQUARE FEET SHEEP NO.: DATE: I . " , �Vl% 174 - .­ 10 �_�e - . , , - ,,�,N�r,""'VIf,n�.�,l" S111,, 'l, , � - -, - _ '71M W V.,,"Piil�, , - , �!, !"..f. 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ELK PRESTIOUE SHINGLES OVER BITUTHENE/ 304 FELT ON 5/9" OSB SHEATHING RAFTERS/TRUSSES 6 24" O.C.ROOM RD ET BEAM R-30 INSULATION 1 — — — _ — _ — — _ 12 , • • , 12 6 � a IS TED i w I - w - - - e' 12 VAULTED , • ;� ' ; •, , • ; • : • • GEILIN6 3� 5/6' CEILING GWB AND y/ � � � � •• • • 6 *00 0 • • • * 12 / WALLSGW/ 4M MIL POLY VPORN BARRIER F ••• • TRU55 BEAR ING 1 X 6 CEDAR FASCIA i OVER 2 X 12 CEDAR 14 m 6 ^5 GEILIN6 SPECIFIED WALL POCK! T OVER 2 X 8 FIR SUB FASCIA 1 1 W/ T66 PINE 8'-I " A .F.F AS ALTERNATE TkC HEM-FIR DECKING T mJ LL� 03 IDfa, K 2 STUCCO OVER 1" EXP. POLYSTYRENE ON Tv GREAT ROOM T.G. 51 K D.W. d BATH MASTER BEDROOM T 1 AT i-1 6" O.C.- O. SHEATHING ON 2X6 FRAMING SET Q o R BA E UPPER VE 2 X 10 SKIRT RAFTERS R- 19 FIBERGLASS BATT INSULATION 28'-0p KITCHEN ELEVATION J1 3 4 7 AND G PLYWOOD SUBFLOOR NAILED SO II AND" GLUED TO FLOOR JOISTS bo H 3 m II ff 3 V T II 8'O X 8'0 NOTE, REAR 5 FOUNDJ85MT. HALL p4 GARAGE DOORS BASEMENT INOT DAEMPPROOFED�F�" I 1 LOWER LEVEL GARAGE ---------------- ----------- -- - II 3" CURB ABOVE SLAB fr — — -- — , DROP WALL b" AT DOOR 0 PRESS, TREATED 2X6 SILL PLATE OVER FIBER 41 il INFILTRATION BARRIER FIXED TO TOP OF WALL WITH 11Y X B" ANCHOR BOLTS O St O.C. O CONTINUOUS METAL CAP FLASHING OVER TOP OF INSULATION TO GRADE 2" RIGID INSUUTIION TO 48" BELOW GRADE 5GALE 1 /4 " = 1 '—O" SCALE I /4" = 1 '—O " • ,� B" POURED CONC. FOUNDATION WALL WITH REINFORCING PER ENGINEER 1" 45 DEG. CHAMFER — 2 x I 0 [p f 2 X 6 TOP CAP i COMINWUS 2 X 6 T)i , 2 X 4 TOP RAIL TOP a BOTTOM MILS 4" 4" EXPANSION JOINT FILLER "LED TO POSTS 6 X 6 POST AT EACH CORNER CUT EITwRopI�P)OSTS AND AT 6' O.C. MAX. BOLTED TO ETCH CONNECTION DECK JO15T5 a I. . JOIST, BLOCK'C.. OR STRUCT BEAM { 16' EXT@A510N EfEYONp WALL °j v 2 % 2 BALUSTRADE T MA(' C CLEAR SPACING BETWEEN PER CODE D STYLE DRIP FLASHING VENrnATE POOP THU5, :•i PROVIDE _5099T VENTS > � _°- ° \ I4" CONCRETE SLAB WITH FIBER MESH CEDAR ROUGH-5AWN PER LOCAL CODE PEGS REINFORCING OVER B" COMP- CRUSHED 1 X 6t STEP FASCIA Alm ROLL RID6E VENT ISTONE SUBBASE ` 6LU-LAM N 1\ 16" X B" CONCRETE FOOTING WITH 2 X 6 BOTTOM MIL over 2 x 12 CEDAR OR ALL A VENT JOISTS WITti 2 11 10 OVER 2 X 8 5UB-FA501A ON ALL ROOF RID+6E5 JOISTS WDH SAWN PROFILE GUTA. 51DE BALK REINFORCING PER ENGINEER 2 X 5 REDWOOD DECKING SCREWED TO AS 6NOWN 4' EA. SIDE ST RIDGE FOR VENT INSTALLATION 4" AND PLASTIC DRAIN PIPE SET IN GRAVEL JOISTS PER STRUCi, 16 PROVIDE INSULATION BAFFLES BED AND DRAINED TO DAYLIGHT OR SUMP GREAT ROOMRID6E BEAM ON TOP OF INSUL. AS EWQUR 1 ® TONGUE AND GROOVE HEM-FIR DECKING G3 ExTEIID TO 9' IN5IDE FASCIA TO EN° AIR\FL/OW N AS ALTERNATE: - RIDGE VENT 2 X 10 CE04R BLOCK'G. 16" ROUGH-5AWN 1/4" PLYWD. 6LU-LAM ' E JOIST SOFFIT PANELS V4/ 2" 6 X 12 ROUGH-SAWN TYPICAL WALL DETAIL HF/DF BEAM GIRGULAR VENTS v SPACED PER CODE I-KANG JOTS WAOFF 0 - 6 % 6 POST 5EGONDARY RID6E AND EAVE CORBELS SCALE III = I I —OIL BOLTED A s/B' - 1-1/2" SNAPPED SANDSTONE % 17 uV( BtSLTS ,! 112" DRIP EDGE DEGK RAIL _ 6 X S POSTS TYP . OVERHANG g GORBEL D A I LS STRAPPED TO BEAM WITH 4' X 1/4" X IQ 5GALE 1 " = I '—O" 1/4 Pu E sr s MPs. SCALE " = 1 '—O" COLO. BUFF — EACH SIDE AND 3/B' % -I/2" TO 2-I/2" L_ r LAG BOLTS (4 EACH) THICKNESS L EA. SIDE ROOF DEGK END WALL5 6 X 6 POST IN WELDED 1/40 PL -- WALL GAP v 5TL. P05T BASE BOLTED 4 X 8 CINDER BLOCK INTO FULLY GROUTED 1/4" x 1/4' ANGLE 2 X 4 WALL GINDER BLOCK (MIN. 4' EMBEDMENT) ST_. LEDGER ON OUTSIDE BELOW DRILLED STONE CAP a-19 OF ENTRY WALL5 -- IN X 8° BRICK LEDGE 1 INSIDE ENTRY FOUND. STUCCO PLY SNAPPED SANDSTONE CAP ( ALL WALL5) 'I / STONE PATIO ON 4• GONG. SLAB Mik WALL SHEATHING 1 ON COMPACTED FILL GDX REOUIRED INSULATED BOX HEADIER - f Z METAL FLASHING STONE VENEERED I LI/ SLOPE I/4" /FT. LJ THIN BUFF Mo55ROGK 2X CEDAR LINTEL FORMED GONGRETE � ...� AWAY FROM DOOR ENTRY STEPS —1 2 X 6 REDWOOD DECKING N PER ELEVATIONS ON TAPERED SLEEPERS 4 X 8 GINDERBLOC K E-- DRYWALL RETURN ON BITUTHEFIE MEMBRANE WINDOW WRAP — --- --. OVER 3/4" T46 PLYWOOD LAP WATERPROOF II a STUCCO FINISH OVER STONE $2m GONG. KNEE WALL W/ (4) APPLY BITUTHENE —�-- - BITUTHENE MEMBRANE II HORIZONTAL •5 REINFORCING STEEL BARS AS AS AIR SEAL OVER TOP O C BUFF EXTEND UP HALLS FINISH) (BENEATH STUCCO FINISH) NAILING FLANGE - H" FDA- WALL ON 16" /- ® Q II ALL 4 SIDES SPREAD FOOTING SLOPE COPPER DRIP FLASHING LAP ONTO WALL 3' 1 EXTEND 8" I S Op K 45" BELOW FINISH GRADE AND DRA MIN. EDGE BENEATH BITUTHENE ME �— 1/2" LAG 12* SALV. ul , , , _ED T�q-M_ _ STONE SILL COLO. BUFF OR WIDER ,AS LyNOTED - OMIT a o THICKNESS 2 2 X 8 °16„O SKIRT BOARD !� STRUCTURAL RIM PER ELEVATIONS WITH STONE SILL OVER 1511 FELT ON T/Ib'OSS � 2X 10 CEDAR FASCIA BOARD Ib” FOOTING ON T/bk PLYND. (05B) FO aL EIL STONE TO STUCCO R-30 CONTINUOUS 570000 FIN15H GARAGE GEILIN6 INSULATION DEGK P05T /� SE �, d� � T`.� � /1 � /`. ) - -� .� TRANSITION l_/ A T . �-� 1 T L_/ T I ROOF DEGK 5GALE I " = 1 '—O" P "f/ K •. 1 ' _ � i,, , 1 A' I Nif" "'i 'Al q q-) 4K­ 7 4, J� .ftW��! W, .�11 1,�",� ,� � 7 "N" tmy, V. v W1, t.7A-7, 1�:� t t4 T 171 TV, , , -;,�0­'A. 1;. -i,­ F,21 0V .......... tyi $-off 121-01 25'-0' 281-011 1 q 16 X all FT6. '44 4&" BELON FIN.. 65RAVE W a" 5ONOTUE3E PIER5 & Tn" LED6ERED REAR NALL5 NOT REG' 2 X(2) 2 X 5 (2) BLOCK OUT FOR Sit JC 3'49"N X 4'-Ib"T NI NOON TOF aT 2-3/6" ro e _T POCKE BEAM 5 56, x 6, MOCK OUT J*OR ro �1'�NSI TQ1e4 0 2 U*) 6_7' 2 FuTljn\ TOF U) :eLEVA SHA7 N oe F 7-1 V 50. X a _N10 x 26 10 316 X 32 7. (5T 32 50. x a FLU5H GEILINO E.N., WT. -4"(3) #4 X 2' <4 E.N., WT. FLOOR N CINE jF IDECK AEM 4o" 5aR. X a, 10 -loll j BOT. 00, ON 1001-00 5TEP CONT. V,�'X 13 5TL (OPOP) 3:2"(3) #4 X 2'- 5M. P(XKET 2' 1 (3) #4 X 7-4'x e) -0 t5TEP NALL- 0 BO' 32 50. 32" 50. x a (3) #4 X 2' EA, E301. ONT X 13 (0 5a X a 0 E.N., WT. 4 X 2' 6-7* -3/841 T(�� E30T. (3) #4 X I Off ZX4. 000 EA., BOT. T, WAtL PARA6E 5LAE3 TON t NIO x 2ro 10 �51610 X 5 31411 FLU!5H CEi o 161, z z C x a fbECA A5V ;Ox 50R. X o (3) #4 X 2'-4" E.H., 130T. .60NT Na X 13 (DROP) (ai' m -moo LIM of MAVM x LONER L EVE L 324 so. x a LIM OF FL 00M AWV§ L (3) #4 X :X-4" R.' 8'"�4 SLAD-ON-,&RAPE E.H., VOT. 7 II-M-3 V.A:[-)a. E TOF TOF 6 .2 1516 03va TON 21H-4u 6#-4m Z4-4 TON 11 TOP 0-7-2 TON TYPICAL- 2" NIDE x 4"DEEP BLOCKOUT FOR SLAE3 r — — - r THIN DUFF MO$ ROCK 5TONE VI�NEER LJ 7' ON.0 FIN. (5�(ON 1611 kV LL TYPICAL- 2" NIDE X I " V ­ T qUT N 4VEEP BLOCK F RAVf . .... F(� 460 T-IN. .6 6" BLOCK ON 16" 50. PIER 4 X 10 R.!5,. �ONT IrS 21 ON 24" 50. PAD TI: 51P F E 3-ffAm--,t LED6ER N^LL5 N 1/4" LX 411 X 411 AN6,LE 5TL. FOR a -4 51-411 a -41 TON CIO' 5TONE VENEER Oki clo, 6- 3) 1-611 141-011 1-7 51-011 131-0 2 - 2&-0" MAIN 5PAN 4K gal 56ALE 1/4"=l'-O" 4?A ........... L ILI Sf 0 c co co ,0 O kzzzl HEAD R / _ FTC I AA A5 16" OVERHANG,TYPIGAL � v / (2)T ER IT _ _ _ _ __ .� - _ _ _ _ _ _ _ _ _ _ / o uj 1 FLAT BOTTOM G��ooRD TRUSSES o 2�„/O G ; Ake \ \ I �I I I I I I I v 161RDER TRUss - \— MONO TRU55 I Z S � I I I I I - robert a. mach Y I \ye-5 FLAT BOTTOM CHORD MONO TRU55 ca � / i/ � [,TRU55E5T BOTTOM CHORD I I I I I I TIMBER TRU55 / / I I architect � x r — � - —'� TT \ I r x e5 ( REVISIONS: - \ _ FLAT BOIfTO GHO ry I T I I 1 C - r-� - - - -� - _ _ _ _ _ _ / /P ~ RO BM I I f I I I I - 1 l / 1 TRU5SE'a I 24” O.G. I a II I i W FLAT TT G D I - - — _ - — — _ Q I I 1 -\ {, 55E5 4" O. RIDGE — _— — / B8 X I _ ;TRU55 OVE t�FRAI�'I1 _ - _. - - DC I DGE X � �� I I / I I I I 1 I I I ► — I— ` I . . . 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I � C) \: i / INTO WALL I/ 2 X 10 SKIRT RAFTERS I _ _ _ _ _ - _ _ _ _ _ _ _ _ \ y/ /2 X 12 ROO1F' -oil 4 C// AA I BOTTOM OF RAFTERS A5 TO BE FLUSH W! I �� — — _ - - - - _ — — - - - - - - - - - a BOTTOM OF WALL CC I THiS SIDE ( � NOTE: DROP TURRET PLATES A4 I LINE OF IIlA[L BELOW. _ .. I 1'-0" TO 8'-{-I/8" A.F.F. s 12 BL K'G TWN � I � (2 I VB"� V"� G1#ICKET I I I I I 2 XI 12 LOCKOUTS I 1 I I �m I I G OVERH N G 24. OVE HA\ I Q x 4" O ERH G " I _ T 2X 5U8FA5GIA — — 0 o 04 I I �t �4� 20" OVERHANG THIS GABLE ONLY I SGALE jl NOTE: SEE SHEET A4 FOR TRU55 MEMBER SIZES AND DETAILS ROOF LOADING 80 P5F LIVE LOAD FOR ROOFS OVER 4/12 100 P5F FOR ROOFS UNDER 4/12 PITGH (, { {y Y: 12 lzu' 000 " SHEET NO• R t � • • e • • • a � e • ® • • S2 0 9 0 0 t4 O 0004 9004 0 • • • • 0 0 0 0 4XI2 0 _ — 900 9 9 000 0 4 194 4q TI J56 TIL 5 3/b it _ 1 -01 WINN l t,. -:. .. L. ... .. .: ...: .'. . V,. .. ,. +,, .. Z _ ,: .e<,,..-,.« .-':'+ _ ::Y '4 q,.' •fr,n; .p: ..,..- JT , 4 „ w a if » ':.• ,.. :: :,,. .qty_ L+, { 1 , .. a 7�1.. ELEGTRIGAL LEGEND DUPLEX RECEPTACLE DECK LIGHT/ SCONCE 0 WATER PROOF DUPLEX RECEPTACLE �Q EXTERIOR FLOOD LIGHT �cFl GRND FAULT INTERRUPTER PROTECTED [ CAN/ RECESSED LIGHT izo 220 EXT. LIGHT POLE /PATH LT. , SPLIT WIRED DUPLEX RECEPTACLE i =0 UNDER—COUNTER OR HIDDEN OUTLET FLUORESCENT FIXTURE ' c 0 FLOOR MTD. DUPLEX RECEPTACLE ? DIRECTIONAL RECESSED LIGHT -t® SPECIAL PURPOSE OUTLET JUNCTION BOX VANITY BAR FIXTURE TELEPHONE JACK CEILING FAN 0 TELEVISION JACK o Q INTERCOM JACK A VENTILATOR/ GARB. DISPOSER +rC� C7� CENTRAL VACUUM JACK # VENT AND LIGHT COMBINATION Q ,� r - _. `* WALL MTD. LIGHT ,FIXTURE SMOKE' DETECTOR CHANDELIER SWITCH tQ $3 THREE WAY'SWITCH x: 4 {T}} CEILING MTD. 'LIGHT' FIXTURE $4 FOUR WAY SWITCH _LAUNcfzy - PULL CHAIN OPEf�ATED- UGHT , PC n o DIMMER SWITCH r0bert a, mach _ r _ , a t archiet }. i I�,,f1 "` 10'4 X 11'0 ' w __. �. .I/ '� 'k. �T 1 ref! 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A <f R ti d >� s w �s $ t cS r r , , 1tr .yyuu , >1 n k J+'1 L . .� t” , .. . � r r y i 'P 4 M a 'fir ,Y. k � t _ ... -^ a. .: �, d 'h ' n .fit, k, Y 4 a e ' F' ' I . t 11 � � - �11:1� . ,--1. -I I--� - M- I�.L -I.-.—I I-,� ���-.I- -�.-,-It.1.-� "';­­-,­­",�­,-.1- � ---� .. .-I 1.- -------.------_­­.-. -+r.�.1--. -.­1. ­­__ ."",-,L­--',-. L Em , . I I, , t k SUR"y9R.' ` C'1 F, Danni e Corcoran, a V��t r9fonal;, Land S'qrvey0r registereO uncct, the Law's of :tt e State of Colo a4ox dd e b c rtifj th4t .this to g a su v+r r wad cna a by me end DRIVE ( 50' undek mkt upe v sllarr axe' ilia t the° s�IrV is �cit E y " oae>r`ec� kt� + e, . c� my MEADOW knowledge. �,f� ti ,�,.nY.t.y � EDGE OF PAVEMENT 48.8 ^50---3----_ ----_'""_ -------'_'"r -_.-�-- _�—� --------.- _____•--�i-.-53_3 hate: �.�����' SEWER MANHOLE cold;&*; RIM EL. -8548.5 48.6 INV. EL. =8545.4 EDGE OF PAVEMENT FNIX No, 5 REBAR SET PIN a CAP L.S. No. 16827 �PH04E PED N 9 0 0 0 ' 0 0 ' E 1 8 0 . 0 0 2" PINE / 57.1 3"PINE p 2 0 5' X SAMPLE PT. No. I 2#'PINE o/ LOT 19 DRAINAGE a 0.5223 AC UTILITY EASEMENT \ O \2" PINE 0 �c,�0 � � , O Cdr► TREE LINE �O •- - _ ' O LOT 18 SAMPLE PT , O 63.8 w �._- No.2 O o O A • ROCK OUTCROP --___ ~'`'�------..�. O► 4 FLOWLINE ,..� DRAINAGE FLOWLINE DRAINAGE A� EDGE OF PAVEMENT S8 PHONE BOX 42'�PINE 70.9 SCALE 1 10, -"- DATE OF SURVEY : 11 /20/89 FND. No. 5 REBAR ■� �[----- UTILITY EASEMENT -- ,. SET PIN a CAP L.S. No. 16827 DATE OF UPDATE: 2/26/98 N'9_ ' 00 , 00 1 8 0 . 0 BURIED 2'CMP � 4u PINE INDICATES LOCATION OF PINK FLAG MARKERS SURVEYED 6/19/98 "~ ---__ C3'rp .5#' PINE TREE LINE + 73.0 EDGE OF ASPHALT DRIVE ASPHALT DRIVE / LOT 20 �'`� ��"� INV. OUT 2' CMP TOPOGRAPHIC SURVEY LOT 19 , BLOCK 7 S T- BIGHORN SUBDIVISION F'IF'TH ADDITION NOTICE: X411 t'Iw�y 2� ftrage YBit Accordi to Colorado law q yo(I must cot�nence :any legal action bated, u�r� any- defect Pot in survey- wicz,� to eat arQr TOWN 0 VAIL , EAGLE COUNTY , COLORADO 8 Y- y you first discover such! defect. ir;: na: 4;vent, . � = may any Y ac i4m based u oa any d6CO< t��,n th - survey bee co airs tee 4 .. from the data of the ceXCkfica �,cirt satn herd y:ear.e UPDATED 6/25/98 M POST tnm � �' � RIO t � h ' 1919 PATRICK A. KEY DEC. 20 I i } t Est® a i O LOT SIZE: 22752 SF = « H c� 0.52 z WETLANDS ON L AC. ;a o OT" = 5,499 S fi L A l TOTAL IMPACTS , — TEMPORARY 532 SF SF 770 PE"ANENT y ?�I`' IV1 ICLK of CA Q &Z / I �Z �� �Z' I V O\ (aWeY' ZvY' I 5 - - - - -_ Z vF I� Z I / ,�� / - 5 Z / • I IY I 3 �y X0.0' ._. — �. } ' OOF, \ -- - - MINIMUM f e le�•ho� , Site Play. y Sheet i 1 PL1At,1q4TING N0' ES Eno � o 1. The plant list is provided-for,the convenience of the contractor.The I 1 plan verify all plant counts:and if a discrepancy exists the i p g w 2. Landscape Contractor shall be responsible for becoming aware of all p V underground utilifies,pipes and structures- The Landscape Contractor H i loran of all underground utility-lines.prior any excavation.p field � O 3. Landscape Contractor to receive site graded to+1-0.33 foot of finished Q 4. Final location and staking of all plant materials shall be at the direction of Landscape Architect. Landscape Contractor shall not proceed with planting operatim s until staking is fully approved. 5. Existing tees to remain shall be protected with secured hayballs and �• /or 3 raps-of snowfence per tree. Areas to remain undisturbed shall be w 1 protected with plastic snow fencing attached to metal posts driven into ♦� the ground. \ \ 6. Planting backfill mix is to consist of We native topsoil, and 20%peat z O w O — — •% \ \ 7: Shrub beds and tree wells are to be mulched with 3"shredded'mulch. \ \ \ Mulch sample to be approved by Landscape Architect prior to installation. \ \ 8. Ali deciduous trees are to be staked with 5' steel IT' stakes and guyed % ♦ \ �� \ �� �_ with#12 galvanized wire and 1-1/2".wide,green,nylon tree straps. �--� 0 0 % \ \- \ \ All evergreen trees are to be staked with three,.5'steel IT' stakes and � eU guyed with#12 galvanized wire and 1-1/2"wide,green,nylon O fps (, 9. Landscape Contractor shall supply and distribute 20 cubic yards topsoil o z to proposed planting beds. Contractor shall also supply and distribute 0 cubic yards of organic compost to proposed perennial areas. 10. Preparation of native grass areas will include.the following- -loom soil to a minimum:of'4"depth.. Remove stones.over 2"in diameter and sticks,roots,rubbish and extranwous matter. �-� \ \ \ distribute 1-"'of topsoil to be cultivated into native soil. r] / -- \ - - - --- -- - - �` � \` \ \, \ _grade areas-to a smooth,free draining even surface with aloose, moderately coarse textnrr. Remove ridges and fill depressions as ' \ \. \ \ \ \ required to drain. �� \ \` �\ \ `� with the following seed mixtur-,at a rate of 42 lbs.per acre: 11. Alt disturbed areas to be revege``ated with native grasses shall be sown 15%creeping red fescue 150%sheep fescue JIM parrudal rye / - - - __ --- \ \ \ \ \ \ 200A kentucky fescue 10�o�orchard grass 12. One application of a di-amonium phosphate fertilizer, 18-46-0 at the - / rate of 8 lbs.per 1,000 s.f.,shall be broadcast prior to seeding. 13. Mulch all seed sown areas with 2"-3" of weed free straw. Tackify [Z] / .. straw mulch areas with an approved organic tackifier at the rate of 120 t-- . lbs.per acre: 14. All seeded areas with a slope of 2:1 or greater shall be controlled with erosion controlaetting. 15, After seeding,rake or drag surface of soil lightly to reincorporate seed / ' I into top 1/8" of solL = ! ��►.r �, �� \ -�_ '----_ _ landscape Carit`i�acto s7zall_lnstaff as — — —-�- - roof drip lines: Line river rock with filter fabric. O I r 18"wide'' i�errock`& fte"ac a 1 . _ — — — — `� ( 17: Landscape provide owner with unit costs for proposed O and.transplanted plantings to include all costs for material,labor, l ,� i L- —— —— ---�• -�- _ ,�ovetbead and protlt. V .00 tv 4M�' I -�_ I 28: All newly planted,tr�ees and shrubs.shall be irrigated with an automated brt drip system. Native-grass areas shall be temporarily irrigated for 45 days after or until-grasses are established. w"u 19. Landscape contractor shall submit a written document regarding its policy on Plant Guarantee and Replacement to the owner.Each h Gwxantee shall conform to the minimum standard.of replacing all ^ material including labor,due to sickness or death of a plant for a period � a of one year following the plants installation. � I 1. f PLANT LEGEND North / ( 1 f Key Qty.. Botanical Name Common Name Size PT 3 Popalus tremuloides Aspen Z"caliper single f PT 3 Populus tremuloldes Aspen 2"caliper clump PP 4 Picea pangeas Colorado Spruce 6'IM �, ` / Pp 4 Pkea pungens Colorado Spruce 8'IMM law 6 Scale .1"=10'-0" t — _ Project No. . �- Date Revisions��13 . x f darting Plan a c Sheet a