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HomeMy WebLinkAboutVAIL VILLAGE WEST FILING 2 LOT 28.pdf :]cE tru REV19C01YO BY i The NOVA AS SORY'E 1� PE RF' IJ IA LS � 1A1I L�RLO d.161�s GROUP' ^ T JUNIPWRS 5 GAL - ' I!` U �J- i> L SIGN / r) [ VI I " I' rNS P0VmrcW ILL & 56AL • - 1 fO David L Irwin � R` Us � A _ I � --�xTC. SPRUCE • I rl! • • ° o�°° , , PO BQx 3342. Vail. Colorado 81658 } \ ' • , n • • ° o°O°•" !,'N/�� '° BCULP8R5 _„!'.r. 303-476-7101 1 p "pit ° ° • ^„°$ • Ft Lauderdale/miam I. Saraaoia, Florida .° ° Rhinebeck. New York —� 6 ee • - of A'sPE N5 Ile i � I I 5 SPRUCE t _ GORE CREEK OA,TURAL 71 50 P - I � • L-Li r � EXT& ASPEN ExTG ASPEN J � L A NDSCA PE PL A N ORAWW CHECKED OATS SCALE JOB NO. SHEET OF SHEETS 128666 REVISIONS BY The NOVA 71 GROUP DESIGN DEVELOPERS David L. (resin P.O. Box 3342,Vail.Colorado 81658 303-476-7101 WITH OFFICES- - - —- LOCATED IN Lauderdale/Miami..Sarasota.Florida. ---- ----- .. - — —- --- -- - --- --- —- - ---- Rhinebeck..New York R k Q Q � a EAST ELEVATION Sc 1/4"= 11-0,1 Y, S U _ — ,Q r E71� -� DRAWN <1� CHECKED m � DATE SCALE NORTH ELEVATION- JOB NO. S C 11411= 1'—04 SHEET OF SHEETS A . , ,' _ — -- - ... _ ..11 _,. .' :. --. ,. ...::-, .«,. - r:'- t Y. <. ter,:11. _.o y ,. -:, .- r : 3 '.; f1_ Mr m +il:_ '.! t, M- w 't� ,. `. ., a .. .' .. ,'..t'-.-,, r ". r', : - >. „- . _. 4h., n .. ., n 4 . a. to s.. _ _ - .. . .. .: ,...- ..... ,�,. .r• ,: ,;'..:, rte: -:, -..f �. ,� Sd- ., 1 � a" .. „ . . . _.:. ..'-«.. ',". 'd art. .k+'".1 1 1 6 xi K-.. t' 28 6 e b - ,� e ,,.. . ... `' - a 1 r r :„ - �; - u „ : P' w �, k. . - i i r *T^ - - - L '4 - - - - - t,a't yf"tMi . 1' ¢r { • . -' a 1 rcf �° l r • ,;i.. i r •ft '�.r T,-L,`qI - i t 9'r 11 . ' t . _ {, . y. '. -- ,. .- .-.. - n 1.I ." - _ s t9 r - 't ,_ +t x - _ �' �-. 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"."!� --__ ..__.___.. ... - ._ __ ._._.-____--__-_. -___-___ _-_- - -- --- ,--- -- — - -- Ravi , Irwin _ .I.. I , ­­ . : , , . "', �l _'��,,�,,tl_­�, -- - - -------- --- --- ------, ------------------- — : - -- - - ----------- ------- "-- ,. . , __ r`-1 --- -- - . , n . % r�_� RO _____, - - -. -- - . - ------ -- -- __ . - - -- ------ .-'- - -' --- - - --- '-- -------------------_— .. j 4 �� - ® - - ,, • - 3 � � . # L yx ---- -. - - -- - - '- -_ P,4 x 334 VacA,c Z�cx OfaSa �,: . i . . - - -----------___------- _ . - 343 �1�ryJ4t i {, 'i� WI�H OFF.�ES l,O(^T {�Ifs i t!- A .I'll- - `k i auder�lal4lM d:mt.Sa.r�sotA t�W� r � � � ,:#1.._ _- -------- - - - -- _ - . , " x r ` RhineI , NttI hark L 1,:F .: _ [ s``-I �it. y Y i A�_Y7.,a .,11, �� .1 t: v 1. , . r 7 - F 9 _ _y ' g 4 L ,,, ,16======4 , " . . . I I M- I I I I I I : -: � . I I ..1, -11 , I :.., ;- �v,,I, .1 I , ;I, I,I I '.,,�l,I .s���!,- -'.;�e,r-_1�4. I_ - r d, �_S Y .I. , : : ... .,,, "t 11 �,*'r � w.1 1... . E ._ : - _ t - � - ,y: _ - . a y_ - , t Y L ' _ - Y-I r i.-I." - - `m - ,I _ - �R WEST ELEVATION � ' ,:11. 1 , Sc. I/41�� 11—�u r . 11 I . II ji I '_.7 , !:, - ; `. . f ) - - .. - . w:'1 . _ _ _ A - _ ' �- .1. I t` "n - - - .,, . ,, .. �. .. ....mr li,. s - "N I `- +y.'? . .. r _ _ - 1 kT - .. _ y.l 4`. ;� r h , 3.• 4 • _ - k � - ',r F tKI - u . I . I � I . � I I r ,; ` , -11 1 CFi Clk I __ 4,+ r -: •,, v :' _l } 4r � ti 1, r. { QR..a��,A� i! ,­ �­ .­ ­,'.SOU TH EL E VATION � t :_11 I I I r�s, .. Sc, 1/4° _ 0' , tat �o..r `ryx F�.I' L . �;_ . . ,� 71 t : x P 1. 1 t E v. i _ i, �— h iS F "4 Y } .��. aFi H x z a OfZ 4�Is @TS, - .' yi :"' - . , a 11. 5.4 N.t h;r :'z x at a r. �. °r t, _ v r y� - - r . _ -.i {... 1. -- r- .. - _ -._ -.�- ",. .._.. •... ..,t. .. ,.�__ ..- x. �t,.-..-,. L u.:..:._.�:c.... ,- , _..,x'rr -«.a:,.. .. ., .s. ,n •,".... d, ":��;.,t.._:��'.' 1.,.°yi-.''''� .. 126666 REVISIONS BY 1'i The NOVA GROUT' A SIGN / DLVI. LOrI ! R '. David L. Irwin VP PO Box 3347, Vail, Colorado 81658 303-476-7101 WIM OFFICES LOCATED IN Fr Lauderdale/Miami, Saresou FIOIIJ:I Rhinebeck, New York Ns i i 1 q REF O ---- — Z Q E oO I 1v 00 „F - PTY Ip DRAWN CHECKED DATE SCALE JOB NO . MAIN L E VEL SHEET Sc 111 1 - D " OF SHEETS i .&FFe PREVISIONS BY r �I F I The NOVA GROUP DESIGN / DEVELOPERS David L. Irwin I PO Box 3341. Vail, Colorado 81658 303-476-7101 _ _ _ _ _ _ _ __ _ _ WITH OFFICES LOCATED IN F FT Lauderdale/Miami, Sarasota. Florida. Rhinebeck. New York - - - - - - - - - - - - - - - - - - - i -- I LL t I I I I k I L - - - - - - -- - - - - - - - - - - `� q � _ I I, -7z , DRAWN CHECKED i L ; DATE SCALE JOB NO . C- C= UPPER LEVEL SHEET SC 114 1 '- 0 OF SHEETS 12"66 REVISIONS BY V ' -79 0 Silo - - - - O - 6' 7 q 3 2a - o 16 " 41- 61 The c . NOVA GROUP DESIGN / DEVELOPERS David L. Irwin P.O. Box 3342. Vail, Colorado 81658 O 303-476-7101 WITH OFi1CF5 TOUTED IN Ft Lauderdale/Miami. Sarasota, Florida. \y O I [1 Rhinebeck. New York - - - - - I BDRM . 2 I I a.L I a M a - � �Z - -- - 0 — } 2 - 11 REF I 3e 3 . N 3vzl �95o - q " Nay OPEN TO EELOW 0 V KIT CHEN - S OO - BAH 3 z 00 �N I 7 Q a mss„ 00 e 2'- l0 6' Ilr t� 6 '- vyz11 gl I '1 5 ' S " 3 ' 2" ©41- 4o M 4 ' 1 qr I11 _ ® ay 3'z. ',,�' z 5 S >_ t 3 ' Jr Y= �, y 3 /Z BDRM. - S 00 = m O ` �� w - '7 4 51 1- 10 1 O � o 1 � J a - - - - - - - - - - - - - � �� -O DINING - $ M v � o00 !3 as ktA T H - S 00 J BDR Me 3 - 911 Q >PT MASTER SUITE I iyUgLy LlV/ N S , / O �] J0 � Y WALK - 11V j-°O � �° a > I I 4 N DECK I j JAC rZ I ll m I -o DE K G OI O O 1 1 1 1 61 111 - 011 gl_ on � 51041 51611 � 5L 6 „ S o 36 '- 61, 41- o I '- o " 741- of / Jad2 DRAWN 7 �uv✓' . CHECKED © 19 91 DATE 6/ 10 / yl ■GALE A4 = IL- 011 JOE ND. UPPER LEVEL FLOOR PLAN E H SHEET OF SHEETS w . 128668 REVISIONS BY , P _ ( 2151 R h C 6�_ zodte �' OWL W p<LIc w�`( D ecy c�1 The NOVA GROUP DESIGN/DEVELOPERS 4- r David L. Irwin 7.7 90 F 1-��v SAO PE O oY>rAR \ y s�oR O G� , P.O. Box 3342,Vail,Co orado 81658 T' 303-476-7101 1 N G W Ft.Lauderdale%M ami,Sarasota. a.IN t 4 3.g Rhinebeck.New York e i i. Ll 4g 0 X Cl 5 i i ftl ti �I�O Po ED E H yrjkANy'- � IBB � i \ �R6'NSPALLE- C, S �I1n(3l�L�L � S �U E. - - ' REPAR G10r' � t , � L.S. 3783�r-------- I$� ""j5PL T RAIL FENCE Vi—IL ITY E-A5E'MF-NT- U� �cYz �NS(}�Ll RE BAIL GAP L.S. 99�q Mal Im 30 32 34 36 ` 38 40 42 44 GA$>,A G E' SLAP, el\/. 7'R l 6 SITE PLAN MAIN LEVEL ELV. 7911. 6 " SC. 1 = 10.0' UPPER LEVEL ELV. 7950 '-9 '# dump SEC . LEVEL. ELV. 7451 1o" LIV, LEVEL E LV• MAIN DF_CK ELV, 71940 Oil oRAwN CHECKED DATE SCALE 1} '" JOB NO. ; �q SHEET �a OF SHEETS isoeee REVISIONS BY :j The NOVA GROUP DESIGN / DEVELOPERS David L. Irwin / 1 PO. Box 3342. Vail, Colorado 81658 303-476-7101 O WITH OFFICES LOCATED IN Ft Lauderda E/Miami, Sarasota. Florida. O O Rhinebeck, New York \J l — 1 ® O ® V VJ B O O ti W Y Q z Q WEST ELEVATION w N o Sc 114 '1 - 1 ' - 0 " 0 . ' j � LLU UJ cc IQ F- 0 Jb J ? O � i CO ORAW CamelN m / CNECKEO 'J 19q I DATE ip / ALE SOUTH ELEVATION 6C �9 - 1 - a ,r Sc . 114° = 1 - O, JOB roD. L iJ SHEET 3 12 OF SHEETS ����''-��i�r6A�3ts _ _ 71�YR➢Fd„� 128668 REVISIONS BY N" n. The _ ------ N GROUP DESIGN DEVELOPERS jP40" - - David L. Irwin / P.O. Box 3342.Vail.Colorado 81658 O 303-476-7101 WITH OFFICES LOCATED IN �.� Ft.Lauderdale/Miami.Sarasota.Florida. N Rhinebeck.New York V:j I O 9 l� I� o c cc � o OMEN WEST ELEVATION Uj N o SC. V4'1= 11_011 13 • -j J O LL v � N j IIIIIIIj >. c / c 'I DRAWN CHECKED 19g 1 DATE G/ .o/q I SOU TH EL E VA TION SCALE 4 JOB NO. SHEET 12 OF SHEETS 00 or's 1� vQ ` Rol• ;; . . , ,.: r I 100 YEAR FLOOD WATER ELEVATION Ir (see certificate below) I 37 ' we S 190 40 ' 18" E / 48 26 ` wL . r Is 4 -o - -„ .r TEL EPNON)S r SPLIT + RAIL FENCE 4� WOVEN NE FENCE 7945 O ' \ J/ C 15 BUILDING \ SETBACK BOX, � � y 90 ' TALL EVERGREE ,Y \ 1� C6 \ TREE I LOT N � m \ �i 0. 247 Ac. Wj.o X50 SETBA K FROM APPROXIMATE \ \ �p Z W 1* � CENTERLINE OF GORE CREEK \v 4 til , 'wood,.I N 1 ,l y ! O. co \ 2r REAR BUILDING SETBACK LIES OUTSIDE \ p to THE 100 YEAR FLOOD PLAIN, HOWEVER THE \ \ o \\m < v m UTILITY EASEMENT ENCROACHMENT INTO THE Z ti it BUILDING ENVELOPE IS THE REAR BUILDING c BOUNDARY \ N o REAR BUILDING SETBACK \ \T m F F _ - _ �' SA b TAr v UND \ - ';I W L OWS- - REBAR, 8 CAP - - I WER \ (� LF_ 'BOUT � 5 3793 ° CJ � FF a WCf \ � I,. - TREE ' ° U. A - -1 b \ met oess We - I N 08c 081 FASF Nr -k BASIS OF ELEVATION a \ m MANHOLE B - I � - t-o ' ' '� w ` SIG N\\\ (LOCATED NEAR THE NORTHWEST CORNER OF LOT 46 ) �� �• � /84. 88 • N, \ RIM = 7942. 59 • • , , , I I •. t-, 0 i INVERT OUT (W) 7934. 62 fee ' SCALE IN FEET ' 1� / / ' �� • ' •, �• • / / t • - t 4se �• r . i-• r I I ` _ FOUND •� � � • , • , / . /yIl REBAR 8 CAP • • / • a / t e • . t l • \ " PEAK I SURVEY LS 4974 .. Me to, lei frosts 1;r (TYP) / set 0*1 O) is• C\ QQ � CERTIFICATION : �- ASPHALTS 1 , Brian T . Kelly , being a duly kegistHed Land Surveyor iii tl �. State of Colorado , do hereby certify that the survey shown hereon wa ; done by my or under my direct supervision and that the vertical al . ! horizontal measurements and pins found ur set as shown hernlon art- BURIED UTILITIES LEGEND correct to the best of my knowledge and b belief . Cezt tfsLiQIl —T— MOUNTAIN BELL TELEPHONE LINE / Ae —CT— HERITAGE CABLE TELEVISION LINE I& 4704F Xjj The above described parcel of land located in the Northeast — E— HOLY CROSS ELECTRIC LINE • Bria T . K ly quarter of Section 13 , Township 5 youth , Range 61 West of the — PUBLIC SERVICE CO. NATURAL GAS LINE Registered Land Surveyo fro . 1%.13Pi Sixth Principal Meridian , Town of Vail , Eagle County , Colorado , lies partially inside the 100 year flood plain of Gore Creek . — — UEVCSD WATER LINE with the building envelope outside of the 100 year flood plain — — UEVCSD SANITARY SEWER LINE according to Plate 6 of the Colorjdo Water Conservation Board . Gore Creek Floodplain Information Study , prepared by Hydro - Triad . NOTE: UTILITIES LOCATIONS ARE TAKEN FROM Ltd . , in June of 1975 _ AS- BUILT MAPS, LOCATIONS ARE APPROXIMATE ? eftery M . Spanel . P . E . 17373 Date Rev loon • — P . O . BO% TI Inter-Mountain CE rE :41 5/IQ/91 ADDED 50 SETBACK FROM OF CREEK ,°'a,°,, COLO = Br sro �A'' 0 : °IIO O, COL BTREE0 L.AKFM000, COLD BOII SB taoaro•.-BO>z ngineeriing' Ltd. (3031ase-02" u•,w• .r .-e •e. w NOTICE : According to Colorado Iaw , nu su ; TOPOGRAPHICAL SURVEY 892625 t commence NOTE FEMA' MAPS ELEVATION REFERENCE MARKS FOR THE TOWN OF y • . .. any legal action based upon any defect in this survey VAIL ARE LOCATED WHERE PITK/N CREEK CROSSES BIGHORN ROAD A .K. C. LOT 28 8/28/$9 within three years after you first discover such defect . ANO THE INTERSECTION OF MAIN GORE DRIVE AND BIGHORN ROAD. a.•.,• ., 4i • In no event , may any action based upon any defect in this survey be comnenced more than ten years from BTK. VAIL VILLAGE WEST, FILING NO. 2, / " = IO' the date of certification shown hereon . - 234 Dist EAGLE COUNTY, COLORADO .%. of I 128666 REVISIONS BY The NOVA GROUP DESIGN / DEVELOPERS Bow_° � David L. Irwin O Avr 1 EAR F LoO� y too y \� \t` h SNoW _t I _ v PO Box 3342. Vail. Colorado 81658 SIT U \\ \ 303-476-7101 O ( N A G \ \ Uj \ WITH OFFICES LOCATED IN Ft Lauderdale/Miami. Sarasota. Florida Lid . Rhinebeck New York ILI I F 1N��7 O <� �9 Ul 1 z b E E O ILi 1 X11 5 S Zo \ 0 R Die ELEJ 7 C = ' W \ 46 n mlw u IL - - _ _ - - \ ® PRO P05Erb \ t - IREf3AR GAP L 5 . 3783 Fr------- - - - --- - h — — -- -- 3PLlT RAt I. FENCE V 1 IL y EA5EM PENT N QE 11Af2 CAp \ L . 5. g9 -7q " i \ � 1 30 32 34 36 \ 38 ` 40 42 44 \ 6AR ,a (f� E sLAa cLv. 79 -13 I OII SITE PLAN MAIN LEVEL ELV . 7991 • O " it 0 UPPER LEVEL. ELV. 79501 - 311 SEC . LEVEL ELV • LWI LEvEL ELV , 7490 ' 2 " Ilk MAIN DII ELV. 7434 811 DRAWN CHECKED DATE SCALE JOB NO . SHEET OF SHEETS 126668 F R@V1610N113- By i k t i The - NOVA �55oRrE1� PER�N ►R�S /wl�p�LOWfrfZ•S GROUP :TONI DESIGN/DkVELOPERS M Pda"19WrI LL AI 5/-AL. Elf) G) ri 0 David L. Irwin jj E,Kr?_. sPtQvCjE • ° P.O. Box 3342.Vail,Colorado 81658 BoUI_r-->1=RS 303-476-7101 ° • ° Oe o / ° ��`! ( — WITH OFFICES LOCATED IN ° °o °a o i • , o 0 oe °oep • (� ® Ft.Lauderdale/Miami.Sarasota.Florida. a °�•�'° °P'• s.a °e° �N Rhinebeck.New York • � SoD •0 / • 2.. As PC—NS SPRUca GOP E i� CREEK ATURAL - - I ,. Sop ' moo,% 1= r - 4 . F xT& A S PEN r' Ex'l�'G WILL�U.J 1=x�'G ASPEN �;' � 5 I i; • }. r- LANDSCAPE PLA N Is 's I i, „M : TOWN I.• Town of Vail Cof,hMu �� p�u�ropmert Plan �ui1d' Health Fire BY _ .............. Approved ❑ ❑ Q DRAW Denied ❑ C7 ❑ Cd IO�DC .�, � CHECKED 1rj Validity of Permit DATE Sec. 303 (c) 19 U.B.C. the i?suance or granting of a permit or approval of plans an 9 1 d C , specifications shall not be construed to be a permit for, or an sc approval of, any violation of any of the provisions of this code I "' = l0 0 or of any other ordinance of the jurisdication. The issuance of Joe ruo. a permit based upon plans, specifications and other data shall 2 4 not prevent the building ,fficial from there4fteo requiring the correction of errors M d id plans, specifications and othw >g H B BT Oa4TE' • 0 U FZ r OF SHEETS 128668 REVISIONS BY 1/ I f 6 -2-o--q1 L•l.Gt' ���L� '� �l / V 4 1,,v FP-A VA-,- Ar,Irco e" t K Li oy, J The ea ru _ \ NOVA \ 'f l:►-f=P1+GNP GROUP-(V ?9 DESIGN/DEVELOPERS 7 �. \ p \ V G) David L. Irwin p'.b �t0 \� 7.7 90 tNA�R � A, D SvLoPE ,<� rn IV E py S�oR P.O. Box 3342.Vail.Colorado 81658 y 303-476-7101 O ►N A _� \ WITH OFFICES LOCATED IN 43 ,4" Ft.Lauderdale/Miami.Sarasota.Florida. Rhinebeck.New York 7 CCU Lt 01 i 46 IN - / -- - -- - - - - \ ® PROfopSED i i \ RE Fi HvnRANy- I s y NoTF To r \ BEF R "ISTALLEp O T �•o lss� N R E /�nn� W SPLt- RAIL_ FC-Ne_E �? VY-IL ITY EA5I MFENr 1l� ` pr F�(t_, y 11 R�B�ir? 7a�v . GAP L L 5 '197q /��YJ2 7- U LIIL J 32 34 36 1 38 40 42 44 f 1h GtARA65 sLA13 ELV. 74113" 6IL SITE PLAN MA 1 N LEV 9:L ELV. 794 1 b " --------- -- - U P P e R L1=VFL. ELV. 7950-C SEC . LEVEL_ 5LV. 7951 _col LEv _L_ ELV• 79go - g TOWN Off' K �'11 MAIN DIrtK ELV, 79401-011 nn DRAWN BY. CHECKED _.. .....,.............._. .�- ---_DATE: ,� 0 14 q 1 DATE 6/ 10/91 SCALE 10 JOB NO. 295 SHEET 12 OF SHEETS i 1 • 128666 .: REVISIONS BY j I . ;y The NOVA -- GROUP DESIGN/DEVELOPERS -_--- �10� — -- David L. Irwin -- - _ - —-- - P.O.Box 3342,Vail.Colorado 81658 303-476-7101 -- --- WITH OFFICES T IN -- Ft.Lauderdale/Miami.Sarasota.Florida. -- -- - — - ---- --- — --- --- -- - - Rhinebeck.New York -------- —-------- R O O W EAST ELEVATION 0 Sc 114"= 1'-0" y UN 0 .mss:4- � n W" OC N Q > r _611 P1 A —_ � o o jli t 0 0 _ Or AWN p IFS Vr E Eft) CHECKED TOWN OF VA I L 0 i99 DATE (� SCALE NORTH E _..�. �... BY._- JOB NO. 29 3 R, Sc 114°= 11-0, SHEET Y ' f 12 OF SHEETS .' t 148666 REV181011Y8 BY The NOVA GROUP DESIGN / DEV E LO PE R5 David L. Irvin P.O. Box 3342. Vail. Colorado 81658 (9 303-476-7101 �V , WITH $ le/MLOCATED IN F[ Lauderdale/Miami, Sarasota, Florida. r 1 G r y Rhinebeck. New York OM I , i O O O U CO _Ok wow I W .z q2 (, O Z a to WEST ELEVATION 2 / 0/ 7 W N o g Sc V4 " — 1 ' - 0" c) 5V O S� (� L a W J o 41VJ � �q� < 16 . � �7� 5 J 6k -7e ca 4 ' >. p? ,, PAP K fop DRAWN - CHECK EO IQ I TOWN OF VAIL GATE 0/ , ATE I SOUTH ELEVATION ECALE S [: . 1/4 " = 1 - 0• BY...- -..- ° -- .- - ° --._DATEI: AL roe No . 295 SHEET 3 12 OF SHEETS 128666 REVIBIONB BY 77 I- 6„ '-G " q'_00 E3 alp 13�_ o It 31- 21, Lit-10 41 4 3" 3" The NOVA GROUT' DESIGN/DEVELOPERS I , David L. Irwin 4R @7" caP �D -I P.O. Box 3342,Vail,Colorado 81658 Cn 303-476-7101 Ft.Lauderdale/Miami,Sarasota.Florida, Rhinebeck.New York �D — Q m Iq R@ -7 5 I Q ;; I 13 R�ar,4 CO a � I STUDY IV, nD q -q 8-0 to - 8 z 3 -9 3 -4 2 I 5 't 12-- 1 e4 3i¢ 3'': 3 iZ 3' S i� ., :N k%l VIZ \ 5 vt LIVING �► y . 1 F i ® W UTILITY -a -74 .o �� do WE -= ,, , �-- --- -- -- RF �, Res 2 CAR GARAGE 4 N Q !' A -2 - - • I — - -74tiI -6' I - -- - - 9 -- -- --- — I I 1 cr�a,u L. 7 L/a+±l N Y �► - --- --- I KIT H /`/;I -- iE �, i ha A MO _, --- -- — --- - o 5'4 010 - — � '.l i I 3Re8" DINING _.. - - - :..1 >- 0EC 0 1 __ ._----- ------ PTY - --- - - - - _ -- _O © O 1 s � It 2. 911 Z, 9,1 91_ it b 4'-o" 181- 0„ DRAWN CHUCKEO p Is D (@ P FZ1, V GATE T©111V N OF VA I L 6/ BCALM A�E oil JOB NO. BY_- ......_--------•---------DATE 7... MAIN LEVEL FLOOR PLAN SHEET Sc. 114°- 1'-0" 12 f'. t , OF SHEETS s: 128666 I REVISIONS BY - -- 9 2,1 9'-0" 14� The c NOVA GROUP DESIGN/DEVELOPERS David L. Irwin O P.O. Box 3342,Vail,Colorado 81658 303-476-7101 WITH OFFICES LOCATED IN- Ft.Lauderdale/Miami,Sarasota.Florida. — — -� Rhinebeck.New York o o I 1 l BDRM. 2 M /L I REF Res 3 Z � 1, _ _ h _ _ : -7950-�' N ° OPEN TO BELOW O �, - / -� I 15 — KITCHEN - S Q 0 B�4 H 3 z O o 4 I !// O O 6'- -1 1- UV?(I 1 d 1 II I 1 !� ,1 _1 61 II ql 111 \0 = 6 q - I S-5 3-2 q-q m O 5 K' 3'�:. ® �v 3'/a. 3 3�z y Y2 5Y 3%Z 3'/L g yZ -1 a ' h BDRM. - S Q _, \�� 1 v W :.ok - - - - - - - - - - - - - - - IJ O = : m a ..J DINING - S BA T H - S y n - 1 I I BD�4 M. 3 CV PIaR y _ ? Asp MASTER SUI TE I = wAL LIVING S T` r d- � 1r N WALK-/ N �; -a I I N DECK D E K >N NN r 3" # # 11 5 - 6 rt 5- 6 I�)-O 11 611 gI 11 ( oft u 1 u - DRAWN AV CHECKED Ig 9s T Y 9r N OF VAI L DATE 6/io/ql 3 SCALE YA JOB (NO. BY- --- -------- DATW, ... N - a!(�..._l 5 29 UPPER LEVEL FLOOR PLAN SHEET Sc. 114"- 1'—Cr 12. t : OF SHEETS 1213666 % cOr+CREtE EXCAVATION REVISIONS BY A. All concrete design to based unen (he -Building Code Requirement-. for Reinforced Concrete' (ACT 318-83) and shell be constructed in accordance A. All lousoll end organic materiel shall be removed prior to placement of with 'Specifications for Structural Concrete for Buildings' (ACI 301-81) and footings or slabs. Chapter 26 of the 1982 Uniform Building Code. B. All excavations shall be clean, level and plumb. 9. All concrete shall attain a minimum 2I day compressive strength of 3006 psi. Ate, antralnnent shall be 71 winimuw for all exterior work. C. Excavation shall Penetrate good bearing toll as specified on soils report and structural drawings. C. All reinforcing steel shall conform to ASTM Specification ASIS-01 and shall be Grade a• for IS bars and smeller and Grade 69 for 96 bars and larger. D. Contractor shall be responsible for shoring excavation if necessary. When Reinforcing steal she)) be free of loves rust scale or any coaltnps that requested, t1,a Structural Engineer wilt furnish as an additional $arvice reduce bonding capabilittu. excavation shoring recommendations and details. 0. Welded wire fabric shall conforw to ASTM Specification ATYS. E. Backfllling of excavalion shall be as per backfllling specification and drainage requlremanls shown on structural drawings and/or soils report. E. Concrete materials shall conforw to the following ASTM standard apeeifical/ons' F. Ercavatiorns shell conform with standards In Chapter 29 of the 1982 Unt form Portland Cenenl: CISO. Type I Building Code. Aggregates: C33 Water- Clean, drinkable Air Entraining Admtxture- C26@ Water-reducing Admixtures C4S1 BACKFILLING F. All reinforcing bars shall be detailed, bolstered, and supported In A. Do not backflll against basemant or retaining ualis until supporting slabs accordance wtlh the 'Manual of Sl•nd•rd Practice for Oetalning Reinforced and adjacent floor framing are In place or until temporary shoring is Concrete Structures' (A C1 315-80). installed. 6. Concrete protection for reinforcement shall be as follows: B. In no case shall backlllling lake place before concrete in walls has cured Concrete poured against earth - 3' for 29 days unless walls are braced by special shoring dasignad by the Concrete poured In forms but ex posed�to weather or earth Structural Engineer. IS bars or smaller - 1 112' t Bars larger than IS - 2' C. Cantilevered retaining walls nay be backfllled after curing for a 28 day Concrete not exposed to weather* or in contact with earth period without the support of shoring. Slabs and walls - 3/4' Other - 1 1/2' D. Footings and foundation walls shall be baekfliled to a depth specified by the Soils Engineer or the local building codes to protect sgalnsl frost The H. Leh splices In reinforcing shell be • minimum of en bar diameters unless heave prior to pre-winter frosting of the soil. NOVA otherwise shown on plans.. Wire fabric reinforcenenl must lap one full ne h-it at side and,end laps, but not less than G' and shall be wired together. i' 1. Make all bars continuous around corners or provide corner bar' of equal $I a ----- ---------------•-------___..__. . __ _ _ ERECTION 6 BRACING REQUIREMENTS _ I I— — ---­11 .1 . ___ I and spa;,Ing. Provide two IS bars around all openings, extending 21' bey% d _. _._.- _ GROUP edge of opening. A. Structural drawings are intend Ill Itrate lha finished structure with n 1 O fi -7I / 'gnnfa.11' -1 - b i 3t_ 611 4' 6 (� 1�' a" 1'-6�t r r rl n braced. The - - �1 in J. Provide continuous shear keys at all cold Joints and elsewhere a shown n ------ - _ -. -____ .—. �- DEJIGN/DEVELOPERS drawings. contractor Is responsible for providing temporary shoring and lateral ___ bracing of framing during construction to achieve the final structure, K. .all anchor bolls for column bearing olales shall be placed with selti to templates. Grout beneath column base Platte and bean bearing plates sh I B. When requested, the Structural Engineer well furnish de it additional be • nirinun of S/a' of non-shrink 'Embeco', 'FlvrSlar', or approved eau service temporary shoring and bracing recommendations and details. 2 X Z x �/ a David L. Irwin 3 •'ASS �lo L. EoutDnen! shall be provided for healing the concrete materials and protecting the concrete during fretting or near-freezing we-ather. Oil materials, forms and earth in contact with concrete shall be free fir on _ frost. Ice and snow. r7__1 M. All concrete shall be thoroughly consolidated by vibrating or tamping during olactmen;. and shall be thoroughly worked around !ht reinforcement and 1 to GENERAL NOTES I ( I I t I the corners of the forms. Honeycombing will not be acceptable. L— J T O. '� -064-6 This structure has been designed to meet the revulrcnenta of the 1985 L-- � Uniform Building Code with amendments as adapted by the Town of Vail. _ T.o•lN. 4a- 6' � P.O. Box 3342,Vail,Colorado 81658 All omissions or conflicts between various elements of the worl•fng drawings (� �D and/or s e iflc dons shall be brow h! to the attention of the Structural -- ------------- --_._-- --.—...__---- —_—,_�__-- ••a 303-476-SLO 51- 0`s I �(— O Engineer before proceeding with any work so invo ,e ie generi-/---- ——— conlraetor shall verify all dimensions and conditions at the )obslle and ( WITH ebe LOCATED IN %hell be responiibletfor coordination of all work and malarial$ including ( �_---_--._--- -- _-- _� __---__ _---- -- ( Ft. Lauderdale/Miami.Sarasota.Florida. rnla by l,bconlractora. I- Rhinebeck.New York �xPAN0 'T 0 3'x 3` X8 -I u I W/ 4Jk X 2 x l05 G' 16 " o.G.� I L s' o" X21 yii �X " x I Ex 3=6 ,c 6'..6,. 8(t PAND �0 3� 3 PAN D Q O 3 -3 >< 8 16' 1 I zt -s I w/ s � cxe.�vR 5 T=-.W. P1aos w� q *� 6 r, VU s In � LI ' - - - - -- — _ ____ _ - - IRENCH @ 7n Q UU ' — _ — — - — — — .,.._ — — — _ — — — -- .__ ..._ .._ ._ .... I 5 LA S @ A 3'- t7 I I F a �" VNREIrvl=ot2GFd a� N �- Q L) J Ex C,AV r+F_ I I -T.o.f= @ 39-� I - GOAJGJ2E5'F_ w m Z � tp't I L--------- ------ --- .,�., �� - --� � C- --1 1-0" I I 1 �► " GR�evEL N O N I I I I J N � L-L e' J I 00 o I I r------ ---- 8O_J > t2 P'4 I 5,V8 x 1312Gt_u LAM L-------- -- --- -- -------- z 2 X ,o I � I 3 s E, w, � o 0 L J _ t_— l 4c'•4 JY 3 ¢SS C.w. GW/ in -T.o. F all ran• F 0 41`Gre � F=: 14965 :m � s Q a (-.rJ4(� Q Y 1 tee 'A 6010 'a 77 - 4, tf ORAWN MAIN LEVEL FLOOR FRAMING P ', V '' ��� KE0 CHECKED © (GqI TOWN OF VAIL GATE to �4 I SCALE y411 _ li Oil BY_ O +. »., -- -°-.._..--__.,,,-_....__.._._PAT JOB N O. • 2Q5 FOUNDATION FDLANI SHEET Sic. 11411= 11_0'i 12 OF SHEETS t 128660 REVIOIO44 81/ { t ' r i The NOVA _ GROUP DESIGN/DEVELOPE.RS David L. Irwin kp 4-6 ' b � P.O. Box 3342,Vail,Colorado 81658 s yV4 it G ids M,1.. 303-476-7101 3 2 X 10:S WITH OFFICES LQCATED IN EN s r Ft.t.auderdale/Miaml,Sarasota,Florida; Rhinebeck New York to STA MS 0 N i 5yg x 18 G.L. G0FF 0. I d I 1 solr F i r- � 1 I 4. lY4 3�2x lOS Q u a a j G w '1 . cIP N 12x10ie I6, 0,C. N F tZ ' i + @� ib' o.�. i s t 2x l0 t2" O•C. 16 ti t M. a+ a• I qys 1rr1•t.. , 2 os 6-Y x 4 r , , A / SA 10 2xt0SG 12e'o.C. Zx 105 2 �10t C° 16 O.G. O " �!`.. At LA ly I / 12 SO F FIT DN. 2 x t i 2 0 �y. + n CHE,ATING QuGQs) F' X 10 + 1 r/P T Y 3 KNOB GRACE / �'; q. 1 Y2 f►1.L. 2+1p r t ', v a i MyA V off;�v��s'r�R �' e� ` �--: 1496 :m ON °IL 66 TF OF CO APPS 0"" V ,E D CHECKED: - © 1991 TOWN OF VAIL OATS 6/ 10/91 SCALE .._.......--....DA7E.__..........-.... JOIS NO. UPPEPLEVEL FLOOR FRAMING y 293 so. 114"- 1'-0" • 7 , 1, 2 No 0 In I 128666 RRVISIONS 6Y t The NOVA GROUP DESIGN/DEVELOPERS David L. Irwin -T 0. e. -7 452 6" 2 x 105 2' 0•G. C L F> 10 @ 24 o•G. - -� P.O. Box 3342.Vail,Colorado 81658 To• UJ 795 G —� ------------ --- Wfr OFFICESILOCATED IN. Ft.Lauderdale/Miami.Sarasota.Florida, N( ( I Rhinebeck New York T.n,w. GU=o" 5 6'-3„ ti Zx to5 24 o.C- I I I Zz loll ErT, I I I I I 2 �o% IG"o.C, To,w. ki I r _! 400 Z)( 10 RIDGE 2xf05 I .� 9. x Q c 2 x Ios 1t.'o.L.2xi2 , � v I s q'' I 2 . 2x 12 R 10GE Lx to @ 2 o.C. O x 2 p N 1 O 2 x bs 1(e'O.c N t 2�4Gdt2 o,t✓, vi- FLUE q 2 ` v � 2x 10 R 106E C T. u x 2x66 E Ib 0.C., 7g65= r� 2 xtos @ 16"o.C,—_` I I 2x 105 @ IG"a c. u�. X958-3 t i I " X 10 121'0,6. NOTE Yo.tu, X9591-q" ALL (SAQLES To fbr= LADDER I ' ALL ROOF P ITc Ld @ 2)e 10 5 C 2' 0, G, - t �Ch1 K 14965 :m, •• I oh Ica • {'�TE QF Hsu DA WN -- Appv.-�. uVED CHECKED • © 1 X19 ► . - TOWN OF VA I L 6/ 10MI SCALE BY..-- - _......._............---.__DATEZ:Z4 "l �De nLO, POOF FPA-MING fi — ..•.... ..r,.... - BHEET / N� 1 q #� ALL E7<N- O r_A 0 5'PS —10 Br= 3.2 x Los Sc. 114 1 -0 � ;. oR 4r+seTS : IR 128666 REVISIONS BY L The NOVA 2x12 21r��� GROUP OG DESIGN DEVELOPERS 2x t2 Rtc6E (d �b e Zito David L. !Twin �{ r-- i 2 OrAig E) o u'TLoo Kle9S P.O. Box 3342,Vail,Colorado 81658 G SECONDARY UNIT BDPM 2 //II II//� \�� II 303-476-7101 ' ice/ \\I �� WITH OFFICES LOCATED IN �\ Ft.Lauderdale/Miami,Sarasota.Florida. vA R I r--:S ���' I I Z/ Rhinebeck.New York I I I I 2x12 2,s. r-ASc. A I I t' I l„ 2 x 105 P t�" -o--� 1 I I I - - - - - - -- - - ---i: sLAf3 @ 43 - /� WE VA Pt5s — ims- 2x 10 C L6" o C. -et o i I,r s�rrRoFc-A01 �e x G Lo e, I � I y2r0A.C3. �4`o.G. 2 CAR GARAGE I I STUDY FN P y I i DINING LIVING I I Ir"6 6- h!_Ywoo0 Le t r. 2>< 105 0— l6" O C -111111- 2x to` C 16' o c- �oP l= t CRAWL SPACE -�--- - -- ----- - rl t — Ill! —1 'tl =1}�r• =_ hill i,'; ___ I= ( �_ : . . � �t cc P RA IN I N /R.G. i=I. �. W 0 .�. 0 O SEC TI ON - SEC TiON �- 8 W E () SC. 114,I_ 1i_orr 0_ 11mi 0 � 2 16' C P_ &) 1N ul_ AT,ou > OG 1]. Ceiling Joists to plate. toenail...................................]-Bd r 'h ROUGH CARPENTRY 11. Continuous 'icacier to stud, toenail.................................3-111 r u A. Conform to PS :8 for 1 weer natertals. grading rules of uuPA, American IS. Carltrig Jolsls, lace over partitions. ace nail................... ltd - 16. Calling Joists to parallel rafters, lets nail.....................3-16d �.t7• R. �� rJ6 � 2 .- Plywood Association for Dlywood. applicable publications and slandarrll'of III \ 17. Faller to plate, toenail...........................................3-86 II .r \ the wallonal Forest Products Association and the American Institute of o oT \ Ili. 1' brace to each stud and plate, face nail.........................Z-Bd \ limber Construction and Chapter 25 of lh• 1982 Uniform Building Cods. p L.,O 0�11�1I \\ \` 19. !•xB' Sheathing or less to each bearing, face nail.................2-80 B. All lu^bar shall be Doug-Fir 12 or better. Fb•1458 psi (rapat.11lve use), 20. Wider than 1'xB' sheathing, face pall each bearing.................3-Bd O' / �• \ 2l, But I. corner studs......................................16d • Za'o.e. MASTER SUITE R-IG INSJI,S"TIeN E•1,7e•.eso per. 22. Buell-up girders and beams...............20d • ]2'o.t.st top and bottom C. All 6lulaw beams shell conform to Fbm2408 psi banding stress and be made and staggered 2-26d at ands and at each splice 23. 2' planks.........................................2-161 at each burinp . from Doug-Fir umber. A gradual seasoning period al moderate temperatures , i1 See plans for any additional sheathing and decking natllnq moles. •°f ` - O O _ � -7 knell be orovrted for 6lulama upon enclosing the structure to nrntwtt• o Ion 1� I F3.0,°+ / 9 SZ "� i \ excessive checking due to sudden humidity changes. I M. All headers •hall be 2-2x10 Tor Zx4 wall• and 3-2.10 for 2x6 wells unless f/II/JIATE �16 Bo I.-Ts� � I \4 0. Root sheathing shall be 5/B• C-C E%T-APA 32/16 plywood, unless otherwise alt rut se shown on the plans. All headers shall be wpported by one trimmer NOT noted on plans, each side unless otherwla s'shown on plans. I � I i (3pt�f 11 U P P E R L IS V E7 L 7 9 f5 a+-9 0. All exterior wells and main cross stud partitions shall be braced of each i, E. floor subftooring shall be 314' C-0 INT-APA 42/20 plywood, unless otherwise end and at least ever 25 feet of length b nominal 1'x4• let-in brat: 1 2X to' C +6' 0•G• i: , •\ noted on plans. Y D Y rwa R -11 N S U L A lrtO O unless apeclflc shealhlnq is lndlu led on 1111 plans. F. Mall all plywood to roof rafter• and blocking with oil 8 6' o.c. at panel p p 01C I P. All built-up , beans end 'hu e glued dire shall be wl/h •de►ivs h edges and • !2' o.c. at intermediate supports, unless otherwise shown `r tN` on the plans. Neil plywood to floor Joists and blocking with Bid 1 6' o.t, conforming to APA Specification AF6-e1 and nailed as per railing schedule. � �?'•a,S T F•:a : at panel edges and • le• O.C. at lnlermedille jai sls, unless otherwise i ,9 •� 1 I shown on the plans. 0. All nudallls and wood used nearer than 6' to the earth stall be Call.fornla I I \ I I Redwood or pressure Impregnated wllh an approved preservative as specified �� • I I S. All 7J1's shall conform to the alandards of 1111 Truss Jolsl Inalilute for in U.B.C. Standard No. 2S-12. 14965 '� and e5 series: E-2.208,000 ps1. InSlalla/ton shall be as par lhs n Iy U D 1/ I I DINING Tnufacturer's slieclfications. R. Slit plates shall be bolted to foundations u►lh • minimum of 1/2' diameter a ��: ll rJ anchor bolts spaced at 4' o.e. and embedded 7' Into concrete. There shill a -- be a minimum of Iwo bolls cr of each r a- I H. Lumber standard shall be American Softwood lumber Standard PS 26 (U.S. t I I I I u Depart^ant of Commerce), S4S, IICIS, moisture at time of dressing. and of ac piece, ql� a Q��O IF ' X9'43 _ C OF 1. Inslaltatton shall comply with the 'Manual of House Framing' the S. Wood st ids m not ul o t • e xc t In 2 0 the it p y p• y Yi dell. NOD (st f a f',°1����be ene al ltn", I r laf tr than T^- _ Mallonal Forest Products Association, Including nailing, /lrestopplrp, l• dla ter e s app xinalli'ot+ld h an nld the enoer, snchoraps, framinp and braclnp. -I M A w L E Vl=_L_ -?q 4 L - 6 Any da vlation rom this specification must be approved by the St ctural e f I i '7 u J. 6lue plywood subfloor to floor Joists and plywood sheathing to shear Engine& I 2xip 16 O.C.. _ I 11 �5t'1"T7. tr i6 O.C. LIVAJG LEVEL 7940-g walls using dhesive conforms 'with APA Specification AFG-01 (U.B.C. r1----_----------- -----�� Standard Noo 25-19!. T. Mintmum under oD c ��/f��[ ecn ea t nd mi�gell b 1B' to ORA N 16 ' oG. �----- I r• I floor J lots aTl Plobr• lr ers and edgers., _ _ --------------- r� :III VIII' 's I Ii �--� -mac K. All connector hardeners is to be manufactured by 1111 Simpson Company, the = 1 Silver Coroan U. Studs t exterior wet a and It for bearing malls which support one floor CHECKED --r y, or approved equal. fl i r and a oof shal no be 1 Il a Zx4' , and which support two f oo and a r. t L. Provide solid blocking of'tht %ene site a rafters or roof fah It not I S to a botto a low 2� 0 0111, C joists at lines not to J 57YR0F-OA exceed 0 fast maximum Spacing. and 2x4 tIs ' r u f1- _ _u s- La-Wk/Slat� �l4 terror DATE f I i baaring u 4" a '�i iu al-�i6'o.e. unless otherwise shown on p ans. o• i I I I its M. Maximum nailing shall conform to the following nailing schedule+ � / IQ .✓ � a`, ^• i�l .e �a I a •;• Jo1sl to sill or girder. toenail...................................3-Bd . •' •• 1-y 2. Bridging to Joist, toenail each a nd................................Z-Gd S C A L E r r ). 1'x6' sublloor or less to each Joist, face nail....................2-8d Y. Maximum heighta for framed wells shall be 14' for Zx4 "Ili and 16' for Zx6 — " A. Wider than 1'a6' subfloor to each Joist, face nail.................3-Bd walls. S. 2' subfloor Is joist or pirder,bllnd and fact nail................2-16d J O IS NO. 6. Sol[ gtalt l0 Joist or blocking, face nail................16d 1 16'0.C. X. Dimensions for framing shall be as per architectural drawings. 2 T. Too plate to stud, and nail................... ...................2-161 I. Stud to sole plate..............loenatl with 4-•d or tndnail with 2-16d Y. All Microlams shall conform to the standards of the Trus Joist Institute for SHEET SECTION - i Douolad studs, rocs heel.............................:....16d a :t'O.t. 9 l!2', lI 7!B'. ta'. 16', end !B' depths: E-2.g00.e00 osi. /v le. Doubted loo Plaits. face Waal........................:....161 • l6'o.c. 11. Top plaits, laps and intersections, (ace natl.....................2-ILd Z. All Glulams and microlams exposed to exterior conditions reoulre parmenent I2. Continuous header, two Pieces............16d 1 16' o.e. along ugh edge preservative treatment in accordance with A.U.P.A, standards Cl and C2. Sc. 1/4 u = 11-011 ' n i 0 F SHEETS itY��. TYv 12866 RRVISI rib Zyx �.• r � , - - - - _ �� Ny [ .ry 1 Y A 'N The NOVA�rr 1 GROUP DESIGN/DEVELOP.ERS 6. t - Davi d L: Irwin • h P.O.Box 3342.Vail•,Colorado 81658 303-476-7101 WITH OFFICES LOCATED IN� Ft Lauderdale/Miami,Sarasota.Florida. Rhinebeck New York F1a, \ 5; 1 I 1 E G t: q. e4 P F ,: t, { :r ter,s.4 r 3i`A � x FY t [�I�PO�S!'FNG 41,14 r t If X A: p1 _ %5 1-1 W.a"�1 .. "� ' �i to Lv A. W ti b jj � + 8 " P� MI j 'rKi. - �� ' PTY t � v k L Y ' r ? i� i'31'sat ae _ r at t i' DAAVI N TOWN OF VAIL I'�z '` 6/►4/41 ' -- — e L� Is BY s . MAIN LEVEL ELECTRICAL PLAN .� T ti Se. 114"= 1'-0' FF IL p f 10 tA,4y`. C11a � TFJ` 128668 RUVIBICNS BY 4.� The NOVA GROUP DESIGN/DEVELOPERS David L. Irwin P.O.Box 3342.Vail.Colorado 81658 303-476-7101 WITH OFFICES LOCATED IN- Ft.Lauderdale/Miami.Sarasota.Florida. -- I Rhinebeck.New York _j Ko N L 14."-r I l�t�Fb�EIC REF '©' O ----—————— I i I 3 3 h IC , MCI r I A I'.SOV� 3 IAN 1-14Hr m I I IAP ;,:A ELI) _ CHECKED oars 7 6 /to/qi ;... � KCAL■ JOB fy c). 29S UPPER LEVEL ELECTRICAL PLAN GHENT Sc. 114"- 11—0" 12 OR HE6TB 128666 REVISIONS BY ROOM FINISH SCHEDULE DOOR SCHEDULE I: M DESCRIPTION MAT'L FRAME SIZE TRESH REMARKS FLOOR BASE WALL WAINSCOT CEILING REMARKS 1 4 PAN EL u/ 1p RouND 6,L.ASS FIR 3 'o 1, X 6 _ 8 M ETA L. ARosA 1 Z o 3 c �YRtUYYI ldlN F� Doo R� g11X w O u W W = d c� z w a cD _ 2 - � FI /GL.�Q55 3 � 6 -�� w/ uwcJr> GRiL L CNAR2ow> G�(JI -28�i,Ll g Q 0 a i—J- t- W m O w � aw- d � w � w > U p d 3 m a m o I- _ 3 G PANEL. 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A Rl UM fl INGEG DOOR PII,6�,QSS e'- lo'I � � niIs-TAL C, - 0 - 21,�� � (��o) , s�-�� y a'-�� DESIGN/DEVELOPERS sL.(Q6 Fi X4 LASS S'-11" x 6'-aX" (AF--T-4L GP(J 2 - 3t13 I 2417-N- 2- 6 P�9NEc Ems" 3`-0° X ��_S11 MEv-A-L I LA 8'- 5" No�oN c�lt_It�,G X02 sera as C 2 wl A �I n FAo David L. Irwi 2vo M 13 6 PAUEL POGKtc PINE 2'-a" ,< 61-8 2 14 6LASt; al -PASS S+4oLUEiP &'LASS 6 ' a;; XsLo'' ( 1�C-:T;5R SUITF- 15 6 (�ANC� f>UU tv'L_ E (DoofZ�S ('IN e 5!z.. X 6 , 8 `I � ►�1�1 v�''� R f3/-�`7-fJ � J a yo!I�� P.O. Box 3342,Vail.Colorado 81658 I �q �' 2 WITH OFFICES LO co � �1 I�1 WITH OFFICES LOUTED IN Ft.Lauderdale/Miami,Sarasota.Florida. Rhinebeck.New York 17 (dE q R m �6 [6 AT f4 3 1 I , 8- 19 20 GA 2 A G � � uvlL 1Yy la WI N DOW SCHEDULE C4REG-rLiN� KIT6HEN - 5 M ROUGH OPENING w H CATALOG NUMBER REMARKS 16 F-- QQM. - s A7'--1 It I%'' U 21 � 1 X - �I GuSQOrrI (ScrANC►oRt� fLIZF> I Y2 RouNC> �-oP WIo ERaAOLS `.�. 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(MI llEO NT D -s5 Ecr "'N v .: K 2'- 5" x 3'-6 I - 2435f 1 �1 G�Ar6lt ee s f�E alL 4'T Ind K (r- INIs , fd ow N5% , 11 I 11 e;> L 2 -o X I -o FIxF-D ATR,um I ID I4AiZQ W ARE SG L4 4E �Vi 25 M 2'- 0" ,c 3 '-b'I cvsToM (SrANoAf:pl7lzF_) 1 %2 RnvN+:� t;oP v/ o�rEa�2LS N2,-D" x q '- ®" It 2 II PLUMBING FIXTURE SCHEDULE APP LI ANCE EQU IPEMEN T SCHEDULE 0 s1-511 �� '_ ��,� 2 - 284o P M, FIXTURE MANUF"R MODEL REMARKS M ITEM MANUF'R MODEL CAPACITY REMARKS , RP 332 rJELvA LEvER3 I , Q PI SQ,AWL1565 $TEEL. REPU9LI'G C FR I6G-BATOR 6,r. TFX 2q2 GoRNt~ t/NI � �OR FRtC'►AR SERIES I Al A ( - .,r R P2 F,4arml,NGTON LAV. Ko14LEP. K- 2406 UJ14ITE S/ A2 R+AN6F G,� , T 9p 26K S P 3 WEL4.WOP.14 -roILE�' ko14LG2 3 K-35oq -� (3 w1d IT � A3 M IG2a/MooA, G.E . JU►�vi 130 1 T P4 VILLAGER BATH KO4LW2 k - �16-5 wt�lv-E 1/ A4 hlsHLvA5ME2 6 ,F. 65a -760 1 TOWN O � , .A` U P5 TAcuzz 7EYr.4 7= 8 wi4ITS I A5 CoM pAcTok I.uN IRLPOO - `Tu 4100 I _ 4,Z' V P6 HOT WEAN-CR HI A`��2 A- o. :5 fn (rO 2 - 60 qAL. 2 ,L�rO WA SH p_R 6,E. WWA '7678 1 --... :r.,.......... ._ ... a w P7 FRr_EZr PROOF H05E 131(3 W00A F0R1� 25-C p 12" LM6 'S'rEM 2 A7 p2yE(� G. E, DDS -7608 ( DRA N X PS pisp05ER G.E . GFe - aSo %4 4, P, I A8 Fj1zNAGr_ TEimp6 AR/GAS 1 LAa(15 uN, r I ( (3AFFLFO -FOR secoNpARy) CHECKED Q 1991 Y P9 GHOLU ER FIK�lR6LASS wY6LA56 SVRRouND ( El f= Lr(.rRiGAL. RecasS CANS, 6AaAGS FixTuPes, 'rV. , TELFOHONE, Dook et• 1CAE OATS 6/ro /q 1 z 'PIO E 2 LA (a0R ON ALL ASSEMR6LY # MOUNTI NG SCALE I No C PII E 3 "TE� PoRAR/ FINIAL SeftVIGM , F'IXTuRC-5 13Y OLVNER JOB NO. 245 P 12 E4 SHEET P13 E5 I P 14 E6 121 { OF SHEETS i- t