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Home My WebLink AboutLand Use Case.HP.212 W Hopkins Ave.HP-1988-06212 W. HOPKINS, SMITHGALL RESIDENCE~ l]P.i9%<1- 66 a|Ock 51-- 5/y)'ifhq an 31 60 1/,-7- - b 1226--u f~/9 197- EK H ?- (2 1 ) 04 -2 H 1 lip Â¥70.- I -' Â·Â· - - . 4% ./4 5 45 . I 4 ip-1 44///MFNU?,1.4 /2/.E $ 1 1 pt 4 Â· Laâ€¢,0 G,â€¢ 22 W.flk 4 14 --- - '94 V. 1. 4\4 . 41 ... \ 1 --,0- . Â· rt ./. r: 3 2 .77 1 ,/4 1459 4 i.---3, S,k@111 CHARLES CUNNIFFE & ASSOCIATES/ARCHITECTS P.O. BOX 3534, ASPEN, COLORADO 81612 TELEPHONE 303/925-5590 CHARLES L. CUNNIFFE, A.I.A. ~ ~'~. f ~ i,â‚¬, IP, 4. 1 .. -- ~a* 31, 1988 ~ . 4 64 1,1 - . 1 1088 -1- Ms. Roxanne Eflin ti ~ City/County Planning Office -- .*7# 130 S. Galena Street ... Aspen, Colorado ----I , Re: Smithgall Residence 212 W. Hopkins Avenue Aspen, Colorado Dear Roxanne, 14 On behalf of Charles A. Smithgall III, Owner of the I. subject residence, we are applying for Final Review by the Historic Preservation Committee of the Final -, Development Plan under the provisions of Section , Â¢ 14". 24-9.4 (C)(4)(vii) for Significant Development of the Histor ic Overlay District, Ordinance 11, series of 1987. All requirements Of the Conceptual Development Plan review process have been met and approved by H.P.C. For this application. we are submitting prints of the final development drawings which call out the materials to be used in construction of the addition which are compatible with the historic residence. We have also enclosed photocopies of catalog information regarding windows, doors, balcony railings and exterior lighting to be incorporated in the project for your review. Please do not hesitate to contact US if you have questions or require more information. Thank you for your cooperation. Very truly yours, L 412= ASPEttli*@Rtâ‚¬,PRESER,Ritb~%6IWM<1-TEE ~ CHAIRMANE~ DATE...411.KS,-- CLC/arh CONDITIONS APPROVED _~21. DENIED - encls. ANY DriATION FROM THESE PLANS 11'.!27 -* , a. te:r, '!: iÂ· FOR REAPPROVAL. {176= RLE COPY 91*Qi 1 1 1 1 lilli ...... : :. . 0 .'+51 *' t M. A 4 t. 1,1 'Immuk .It z . 1 .,11 . ..1 4 1,111*.1 1111 ' L Â·~; ~ 13Â«432Â» -6 Ulli~9" M'i Wj FAY . - Â£1 " i .14.47 - 1 liR#!113'.~ 4 . 1,/&82..ign##Well/Ammor/Ali6//1541/'EL / Â·16. .1 ~~~~"!-~Ni* ' i ' ~h,@â€¢trIZX= V 1'.4 ,Â». 11 , 4' r 1.- - - I -- 1, aa=,12 4-3,2 - 24= IÂ¢.30 ~ r r W I P k. f .. 4 â€ž~ 1 49â€žp 4-- rg . 42 .~ ta n... 1.- 1....44244 17 +17 :. i.fli L ' 6 1 1-1-6#iwil&;*tr,1+ litl{ 1 1 [1 Â£ r: u ~ 0 4 4 41*r, %503,3.*:7 i ~ - .342?.fill#i, el- - *-~ 8 . r-Â·. 4 4 IL' ' 14*&129 ,Â» ' L - 273*ic-1 1,4 31*W- i.2&/I t' .1 / ,1 I U $904?:.., C 44Â».[7 i. 41 , E . t L ..1 - -7 - #* I . 4, 44 â‚¬....C.- 0.4.*.26 615.0 ' 4 'PUÂ·, t. 0-+4 , r â€¢ '~ C~f L..'4Â·' 2-0 4 ,~27,*42*Â· , ... hieÂ·-fle 1 .... * 4, . . 4194 ~14341 : I. W I k -. a. f..005. 04 r. i7Â©zÂ·*'830<2/40.*P. * : f 4,414&*%;/1.2=44'k 3.1.u.--,5~iÂ·'3 1 tin ' .65/ r 4..3-01:ill /29*2/2/1/1&,412152::tii,ill#/CWLS#Uvil.w ,*ZE$Â®mermâ€¢E*EÂ¥*A Fi#*Emi .â‚¬kw#@,E'*&1&90**.i... .1.-- l*F~'3651. 0 11#11!WWN[%!131..'~7 Â·-'~-1Â®:a '' '14' , <115% .39-r .-0 - u[ 1 -1-4.'3â€ž9. g. 4.- . u 9,4.41 imâ€¢ 1 EN. 1.1 - - . t[ImmliHI W.*16 \09, -1 0.1,2 -r < - 'z..3- Â·â€¢et5C..Â·--1-- -Â·2L1.L~e&*8W,41U----- 1 .,0- . 11 11 k___--1Ull__ â€¢ h~n_; -7~1 4 44* g..4 -~ I .4 9 ...47 ; ' 2.> ~4Â¥. . I - ' . 0 4 t..04"FIâ‚¬/ *f~-- A x<,/mu ., I .91./9. 7 1 K t..121â‚¬ '' 4.-: 1 WL- Â· A' '..16 t |~ 1 f. " :34 .: fill-~~ .4 4 , 1 '. h '. . 7 :1-Jff; /0.k %: ../94 44.- , ... '47 , ..1 ' ./ '4 $'I' f Af 4Â·42, i , r. : CÂ·.2*.:'' Aftk ' D. 4, ~.\ - t ':, 1 . r.O 3 4.42 *,5/ 0 44. * / /0 LIS. 5-64 Ailli#*<444,~IL; 3 4 - 62 4 i.' r A 7r . g., I -- /*.,1 *a .aille 9 '1' P -- . ......%.'.44 - r 31/4 # i k 7 - : v JR---ma'..9 044, 1 5 , . 2 I 1 4Â· 40 2 '74;~Nilial-â‚¬IL=.~.4% i* 1..'L i'.4 442/ C , 00, 11 111111,1 1.L fr *tj i 141_-; 141 ':mi=. ]311 !'11 -11. . 'lial'11 ' t~~*ff<Al-<Â£71 -- .1-A.,2..... 222 -- *A Maill.. , I ./.Â«raill V -1 0 1~~6.1.6.1.11. ,- 111 - /t=*D,4,/6,7.fut '01 . 1 1 ./ Â·&: 4. 1, I, I r 1 .. 1, 9, '*.5.' . . 4 .... .... *42:; :-1. t 71 ; A BEAUTI FUL CASE FOREFFICIENCY. No matter how you measure it, the Standard jamb width is 4%67 and and screen. Multiple units have a Marvin Casemaster ranks as one of jambs are a full 1%6" thick. The continuous one-piece subsill and the finest wood windows in the sash is 1%" thick, with corners slot top easing. world. It has clean, good-looking and tenoned. Glass is held in place Double weatherstripping and lines; many glazing options; strong with wood bead stops. unique frame design give the energy-saving qualities; extra heavy Each operating unit is equipped Casemaster an extremely low air frame and sash; fingertip operation; with a cam action sash lock (two infiltration rate. Insulating glass or a large selection of standard sizes. on units 56 inches high or larger), Low-E glazing cuts heat losses There are five basic widths and a dual arm entry guard rob gear through the glass area. As a result six heights in 1-5 wide units, bows, operator which makes any size unit the Casemaster can reduce bays, and picture combinations. easy to operate, concealed hinges, heating/cooling bills significantly. CASE MASTER. . Â« t Vg.i#.Â· 'MI'#*t'miu/'IN,VVI#AM'Tti*T $71*299.1..-- - r't'eÂ¥147~* ~ -, L B. 4.4$ Nk- .4Mci' 4-1(,{63#kid ~4 Rt -i:.~24 1 Double weatherstripping 1 ~Â·~:- ~?Â·1\\:fkÂ·,\.~-.t ~:j~Wi"Z lowers air infiltration. 1 Id:- â€¢ 7.1 .4 4 1,91 -1 1 I b. 1 #11Â· i. Â·31/ Optional Low-E glass 1 0:Â·~- :-'A'hi \1.18.1 .A : 11.1 1, I f b: a / rw t l.t.Â· Â·'t 1 further reduces heat losses. - r.-7 \ U.' .1. 1 ..1 0/; / --Â» V- ~.~rn ~ >411.'.4 V L. -1#A ,\ . ij Wil: 131.? 44'.,Â·41Â·EM,41 .16Â·, 51 2 1 h Til 1 f (.1 i, 4, ..4.4 Ju li,{121 1,1 /# ,6-4, -Â· i ; i ir F. n'. 1. 20 1 ..'02 1 +10 P /89 'Â·.97 Sashand frameare made with 20% ' 4 18 ~ 11# 421, to 25% more wood than our leading 1 Em ,>r competitor's for added beauty, 34.+5rl----4Â·,-Â·~#*.01 9 211>,Â·i durability and energy efficiency. ' rÂ·AN' Mt?9'tS;.12J~Y-7 , 4.. 1 / t\330\ M*.1. Rob gear operator has concealed dual arm hinges to carry more weight .Nfl..Nk'Ni C .li while still operating easily. Fe I j 4%\\6, Sash opens to 90Â° angle 4....1 i for easy cleaning. 44, OPTIONS: Jamb extensions, factory applied (4966" is standard)/Clear brick mould easing (non finger-jointed)/Flat easing/Aluminum flashing, white or brown/Scme- aluminum surround in white or brown/Diamond or rectangular grids GLAZING OPTIONS: (%" insulating glass is standard)/Single glazing/Single glazing with removi energy panel/Low-E glass/Low-E glass with Argon/Authentic divided lights, single glazing/Authentic divided lites, single glazing *,eFFi62;ieene~~Mmm,Â»-~ divided lites, insulating glass/Solar bronze glass/Solar gray glass PREFINISH OPTIONS: (Bare wood is standard)/Exterior pr~6~*I prefhsli-XL-72 (While h XI--82 (Bahama brown), XL-92 (Pebble gray)/Interior prime O--- - 3 ONE GOOD fHING AFTER ANOTHER AFTER ~ 1 i ANOTHER AFTER ... No line of fine wood windows ever Stack & Strip units are available tenon corners. The glass is held in presented more creative possibilities. with your choice of three kinds of place with wood bead stops. Each Take any of our 28 Stack and energy-saving glazing: single glazing operating unit is equipped with a Strip awning units and combine with a removable energy panel, screen and a five position Leverlock them with any of twelve view units insulating glass, and Low-E glass. operator so the window can't blow to create small, gem-like groupings Excellent weatherstripping virtually shut. Inoperable units are also or big, breathtaking arrangements. eliminates air infiltration. And the available. Or pick from the many heavy wood construction reduces Factory assembled multiple units arrangements already designed heat transmission through the frame. have a continuous, one-piece subsill and shown in this catalog. Standard jamb width is 49/167 The and top easing. sash is 1%" thick with slot and STACK AND STRIP AWNINGS. 'r ASÂ¢Ef HIATORIC PRESERVATtO...:3.41 ...N CAMMITTEE ~ ~42Â·~' it -0'.f-j:i W' v. U...:...1.. 1,1 APPROVED *--**--*_ - ~~ ij ll qi;(if 6.... 11:..C. t: 111 / CONDITIONS /,4 Â· 4*.:.44 -2,1Ct-4 9 0-17~:M Anlit 1 04 lia- %11644* KinÂ¥* 4 1 1 1 -1 â€¢ 9'19* 6-TEF: FOR-REAPEROVAL %0 tl.-- -ANY_-02\/!ATION FROff*HBSE~PLANS M 18 - 1 --9,21 4â€žNe...rm. Â·Â·Yer-â€¢-,="77="-ove. - -- \ Â·Â·Â·Â·tr. # 17' -=.*,:TT--7:39~1 -,p*-"-~;~- .. 1.3 'N Sash can ,-, I .4 -1------- ~I-Â·t*5&,~ltia.-,Â· ." . Â· _ _~Â·. ; , :,a1 be released ~ i.... 1 1., ... ............ . .........., to pivot for easy cleaning. / 2.-r,Â·.~ag 50Â¥.i? I ,*~ 707: J, -&241'31;-~ -ful,Â·M.4.: \ \ 13/#"sash stock provides Five position Leverlock operator, Â·'''Â· ~ Weatherstripping reduces air durability with beauty. prevents windows blowing shut.Â· infiltration, cuts energy loss. OPTIONS: Jamb extensions, factory applied (4346" is standard)/Clear brick mould casing (non finger-jointed)/Flat easing/Aluminum flashing in white or brown/Screen, C~~'1 aluminum surround in white or brown/Diamond or rectangular grids GLAZING OPTIONS: (34" insulating glass is standard)/Single glazingl&ing&,21=iouilt0movable energy panel/Low-E glass/Low-E glass with Argon/Authentic divided lites, single glazing/Authentic divided lites, single g59â€¢~*i~ov-able energy panel/Autii;Rtlt~~'â€¢~~~ divided lites, insulating glass/Solar bronze glass/Solar gray glass PREFINISH OPTIONS: (Bare wood is standard)/Exter~prime/Eterior prefinish-XL-72 (White)/XL-82 1 (Bahama brown)/XL-92 (Pebble gray)/Interior prime .-I -/, 11 -1 FASPEN HISTORIC PRESERVATION COMMITTEE ~ ~ CHAIRMAN .......lillil.lillil./.- DATE....-*--------- ~ ~APPROVED ,/.%....Ii---1~ ~ CONDITION AN" pr~,IATION FROM THESE PLANS M Ist Â°' ~ '- - ~ FOR REAPPROVAL .-- '- LINT-1-1 f l /-ll jlll l ~ ~ 1 0 1 1 111: . 1,454 X.: r - . 3,-58**9*Af.*,~?~.~ ..r Lat . ./14 - ..f~- - 4 1, qi -- - 11. - i t. 1 04 1 \.lt' : 1 a- - <91 Â·'P 1 4 34. .'2'- 14.1-r.Â· f ~ 'rks 4 -4~JVtÂ·L i 4.. / v.. . Â· Â· 01*Â· z ~ Ut 1(1 ,~ 0*8 &4 :4illillilliti atill: Il N :. Â», U S ZE, ~fill I-/ -- 7 ir 42 i. 04 - A-- 1<Â· tÂ· til':': 7 Â· 4.1,â‚¬.IM#~r Ki . -' .-4 C., ~2. 'St# Il . :4&; , 1 -Il --.||~1 1 ' Il.1.1 ; 1. ... n 4.64. tr .1.1 9 ..:- 3. *i E 4 2 : -3 1 1! 1 71*2 pt..2 q . 'V.&...m- , -, â‚¬, 0.. j :I :I I ... 411 1 P. .1 1. 1 11 :. ..7 1 6 4 Es< 1 1~ 0%0 li- -â€¢41- 1.. . 5- Â«4.* 34~2:f i . 3 - 4 ..Ul' I. 90. . ~ '1â€žu.7$ 1 4)14-i. 4 -1 - 1 .1 1:2- 1 1 2 1 11? â‚¬ .4. 1 For details and sizes, see pages 22, 23. 13 ;-:, ,1 4:,1,~*3Â«.5,Â·:.Mttfi~-1 ' f lili mansion industriee PER PRICE b ; WORKING ->flitlew; r .S LIST :, ,:, CTN, WT, ,',4#12,5 CODE DESCRIPTION CTN EACH COLUMN '44*;41 -1 1 i.t..11.:913.4 $ el STAIR BALUSTERS 9441.*92Â· SB41Â·30 8ALUSTER HAMPTON ..12<-6-96- -*-- -- 1 ly," 14" - S841Â·36 BALUSLEB-HAMPTON- -- ---- NET NET NET 60 ' 3.99 $ 4.0 ,; Â· USÂ·k 6851-3 BALUSTER tRADITIONA 50 Â·Â·rr. 4.19 --MI f SB51Â·31 BALÂ¢STER TRADmONALCTORiC i'RE,<2*VATA;14? f OMMI-i < SB5136 BALdST-fiBILTRADI-1*IAL,= -- - 50 4.49 33 Â·Â·Â·Â·Â·-i SB51-39 BALUSTM TAADITIANAL 50 5,19 38 44 SB51-41 BALUS-111Â¥tf~.hdRAL- 50 5,69 41 , 0,Â·r SB61-31 BALU$TER*4011@NS 50 3.99 .27 M St :1 SB81-32 BALUSTER PLANTATION Â·Â·,)tÂ·,l l:RE.65<t-IES~ggi L.U.0 1. . 34 1:'g SB61-34 BALUSTER*OLONIAL 50 4.19 28 SB61-36 BALUSTER COLONIAL 50 4,49 29 SB61Â·39 BALUS;TER COLONIAL 50 5.19 30 dic L SB61-41 BALUSTER COLONIAL 50 31 29 p. SB81-34 BALUSTER PLANTATION '.1. i.,Fj;-jiÂ¥3'/AW,ig 36 Â·Â·22.4 '4 S881-36 BALUSTER PLANTATION -l " - .50 4.49- 1 .*fe..2 SB81-41 BALUSTER PLANTATION - 50 5.69 42 - U U _ SB-41 SB-51 S8-61 SB-81 - CONTEMPORARY SOUARE BALUSTERS . ... P232SQ 2" x 2" x 32" SQUARE 12 5.35 P236S0 2" x 2" x 36" SQUARE 12 5,69 18 -22' P332S0 3"x 3"x 32"SQUARE 12 10.79 36 . Â·.1'[Â·'Â·%Â¢ P336SQ 3" x 3" x 36" SQUARE 12 12.14 40 (09..i *SB91-31 194-x 114*x 31" SQUARE ' 50 3.19 . ,:.Â· 47 9 ~0~ Lj ,--u L0 SB91-36 11/4 "xlyâ€¢"x 36" SQUARE 50 3.59 55 /96891-34 PA"x 11/4'x 34" SQUARE . 50 3.35 52 '-Â» ~= SB91-39 ly."x PA"x 39" SQUARE 50 4.15 60 SB91-41 11/."x 11/4 "x 41" SQUARE 50 4,55 63 02' 1 ..14 Hall newels @ 70% 01 whole nowel costs - STAIR NEWELS packed 8 per cln. SN1Â·48 NEWEL SALEM STARTER 4 36.79 30 f '6 SN1-55 NEWEL SALEM STARTER 4 44.79 35 f TR.4 SN 1-64 NEWEL SALEM LANDING 4 51.39 42 SN2-44 NEWEL CAP STARTER 4 36.79 24 ! 11 9,4 SN2-59 NEWEL CAP LANDING 4 45,89 36 , Â«31 a [3 SN3-44 NEWEL CENTER RAIL CAP 4 36.79 16 SN4-44 NEWEL TURNOUT STARTER 4 36.79 12 4-* SNG-44 NEWEL VOLUTE STARTER 4 36.79 12 'Â·?MÂ·~ SN7-48 NEWEL TRAD STARTER 4 36.79 31 ;931, SN 7-48H HALF NEWEL TRAD 8 25.69 . 31 SN7-55 NEWEL TRAD STARTER 4 44.79 37 5,'.p SN1 _ SN3 U SN6 1 SNBI SN 7-64 NEWEL TRAD LANDING 4 51.39 43 ': 3:WiL SN2 SN4 SN7 1~~ SN9 SN8-48H HALF NEWEL BALLTOP 8 25.69 38 SN8-48 NEWEL BALLTOP STARTER 4 36.79 38 SN8-64 NEWEL BALLTOP LANDING 4 ' 51.39 55 ..3@d. SN9-48 NEWEL CONTEMPORARY 4 36.79 38 14 4.tiÂ· SN9-64 NEWEL CONTEMPORARY 4 51.39 56 , . /11~.'. SN9-48H HALF NEWEL CONTEMPORARY 8 25.69 38 , ,.CYND F L-, 1.- 1 , COP SNMP4 NEWEL MOUNTING PLATE 10 8.99 10 '30#X, â€¢ ~~ SRB10 RAIL BOLT W/PLUG 48 1.99 5 fle.,%~61 1 .. OSNPA OAK PROM NEWEL ADAPTOR 1 9.99 1 :~1 SNMP4 SNPA SNPA PROM. INTER. NEWEL ADAPTOR 1 9.99 1 48 SNPG OSNPG OSNPA SNPG NEWEL PLUG r TAPERED 48 .49 OSNPG OAK NEWEL PLUG 1" TAPERED 48 .59 1 Cal,Â©1119 :.7..1 : .P rlgrl SRB10 OAK NEWELS 3"x 3"Net (Shrink wrapped) 1 : ~ RAIL-BOLT %,"x 4" w/PLUG OSN 7-48 NEWEL TRAD STARTER 4 56.99 33 0SN7-55 NEWEL TRAD STARTER 4 66.99 40 0SN7-64 NEWEL TRAD LANDING 4 77.59 48 0SN7-48H HALF NEWEL TRAD 8 39.89 32 0SN8-64 BALL TOP NEWEL LANDING 4 77.59 55 0SN9-48 CONTEMPORARY STARTER 4 56.99 45 0SN9-64 CONTEMPORARY LANDING 4 77.59 60 0SN9-48H CONT. HALF NEWEL 8 39.89 45 .. h ,.697 8 ' TRADITIONAL - SEE TURNED POSTS f33*91Urs .53ml-' 11.l *Py,41 , '- li~~mansion indusiries -7 . 4 p ... A~nIFLHMTORICPRESERVATION COMMITTEE I DATE..*..-- -- 7-I 330' 1%Â¥-':L- *19-; *fr:IMPORTANT:.3.,b,jit.1'7'Al~'I Jep 4 STA<~~'~~~~INGS- -- Able(Sholl ialjled'glhs ithjdFId), ateEuble'rl fo; Llibl~ly flo 3 ' )- PKF "IÂ·F 00Â·4 cl) -- bacl,101[1815 01 |hdge le.nglhi,*Checj~--avallabllily when iiideilng Call tolf,frde.90*am*Wj,#i'M :AW./d~,d* h i,Â·, '7 1 ~ CONDITION: LIST PCS LIST CTN. WA PER PER PRICE WORKING CODE DESCRIPTION FOOT CTN EACH COLUMN RT2-16 RAIL TOP 1%" PLOWED 2.79 4 44.64 36 --~24," -4 A--31/â€¢"4 RB2-16 RAIL BOTTOM 1%" PLOWED 1,99 4 31.84 . 9, 27 1-1 RT3-16! RAIL TOP 2Ve' PLOWED , 4 4 4,59,F Wl.i~DIO.44 47 1%" ( BT2 ) 131" RT3 ~ RB3-16' : pRAIL BOTTOM 23/2"PLO ~,~~,PI~(~1*. 4 43.04 40 LO- Lij SEE j Â· -H -2n"-| FOR SRF1-4 Fll.LET 4 FT. 1?41----------Â·30---2-f--= 2.00 9 BALCONY RAIL SHORTER LENGTHS SRF3-4 -FT[[ET 4 FT. 1 th " .50 24 2.00 7 SRF4-4 FILLET 4 FT. 2'h" .75 24 3.00 13 , > ' R83 11 ~ SRB1.4,6f <RAILBOTTOM:'1%"t PLOW ('F'{I: ,Â·01,,99'' 44Â·h' ;.11.941 :,95.5*: Â·TÂ·:iMi:**~5 SRB1*8> ?RAIIABOTTOM 11%': PLOW,Â·Â·4*. 4,1;2~19: Â·Â·Â·24 4 5,17Â·.524 ,{Â·.4.01Â·.:ri.:- r.~2~bo SRB1-10' RAIL BOTTOM 1%" PLOW 2.39 4 23.90 23 1-15/8"-3 11 lA 'LI 1-21/2"-4 SRB1-12' RAIL BOTTOM 1%" PLOW 2.39 4 28.68 28 C==i , i SRBI-14' RAIL BOTTOM 1%" PLOW 2.39 4 33.46 35 SRF 1 FILLET SRF 3 FILLET SRF 4 SRB1-16' RAIL BOTTOM 1%" PLOW 2.39 4 38.24 40 SRB3-16' I RAIL BOTTOM 11& " PLOW I 2.39 I 4 I 38.24 I I 41 ' iÂ»fi:DTHERÂ·LENGTHS SUBJECT,TO AVAILABILITYÂ¢*f CHECKWHEN ORDERING#'40.,1.*3** 1-15k"4 , h k "1 SRT29.633 RAIL' COLONIALe:.fÂ·b.>iÂ·Â·,â‚¬44':.. Â·::,4.19 6.;#~44* <251144Â· :Â·5-&64,40"- ~Â·+1...,4 224 13k" C SRB-1 / 13%1 SRB--3 <)4~ SRT248 % . RAIL COLONIAL~Â·Â·i~fÂ·'i'4"j':f-Q'.4 -r ' 4.39'. Â· .,Â·41Â·, '435tl2-4' +N#,4'9,â€¢i.?8-7. :.'."iÂ·:Â·%(ir,31 SRT2-10 RAIL COLONIAL 4.69 4 46.90 42 P-2 112 SRT2-12 RAIL COLONIAL 4.69 , 4 56.28 49 SRT2-14 RAIL COLONIAL 4.69 4 65.66 57 ~-21/4 "-~ |-21/4" ~-2 114" -3 | SRT2-16 RAIL COLONIAL 4.69 4 75.04 63 6--3 T- Tr~h SRT3-16 I RAIL COLONIAL 11/4"PLOWED.I 4.69 I 4 I 75.04 I I 61 1 SRT2 / 23/ 2%" \ SRT3 / 2A,~ 4 SRT4 ,) P.j' OTHER LENGTHS SUBJECT- TOAVAILABILITYÂ«CHECK,WHEN ORD#RINGilk#*4*~ '4:.â‚¬440: :Â·f'Â·it , 3--~TE,+~ SAT496#r Â¢RAIL HAMPTON 1%7Â·PLOWÂ©'Â· Â·1:4.19' +441Â¢ r.25.144. .*ii?Â·AU:,)174 :.Â·.,0':<44422 t 1%"1 41 tA" 1 SRT4--8: .RAIL:HAMPTON 1%":PLOW*itÂ· 244.39' fr?:4'3. :35.123Â·r ii.ttti?I*s. %04:Zt'44*7 SRT4-10 RAIL HAMPTON 1%" PLOW 4.69 4 46.90 35 SRT4-12 RAIL HAMPTON 1%" PLOW 4.69 4 56.28 45 , SRT4-14 RAIL HAMPTON 1%" PLOW 4.69 4 65.66 48 SRT4-16 RAIL HAMPTON 1%" PLOW 4.69 4 75.04 55 SRT-5 COLONIAL BENDER RAIL w/GLUE FORMS' 'For making custom curved rails on job site, SRT5-16 I 8ENDER RAIL I 22.00 I 1 I352.00 I I 29 44*AOTHER LENGTHS SUBJECT TO AVAILABILITY >-4 CHECKÂ·WHEN,ORDERING#M#&-4,4 4*#04% 1- 27" J *2 PWR-66# (PROM:,WALLÂ·RAIL+.-,Â·~.*7, 2, 2.39: "46,4 '14.349 44*9*,-,44 4%.*4921 PWR-8' PROM WALL RAIL . 2.39 6 19.12 28 \ 11 2 F / C 24& 86) / PWR10' PROM WALL RAIL 2.39 6 23.90 35 215 -i- PWR12' PROM WALL RAIL 2.39 6 28.68 41 PWR14' PROM WALL RAIL 2.39 6 33.46 49 PWR16' PROM WALL RAIL 2.39 6 38.24 56 OPWR-6% ?PROM WALLÂ·RAILi OAKÂ·,465 4 44.19.i *64# 225.143 4**44.41-11Â· 01.,7,'Â·:4:'0*9 OPWR-8' PROM WALL RAIL OAK 4.39 6 35.12 37 OPWR-10' PROM WALL RAIL OAK 4.69 6 46.90 48 OPWR-12' PROM WALL RAIL OAK 4.69 6 56.28 57 , OPWR-14' PROM WALL RAIL OAK 4.69 6 65.66 67 OPWR-16' PROM WALL RAIL OAK 4.69 6 75.04 76 Â· C--1 T PWRB1 WALL BRACKT BRITE RETAIL PACK 12 2.99 3 PWRB2 WALL BRACKT ANTIO RETAIL PACK 12 2.99 3 1 WRB1 BRACKETS BULK BRITE 24 1.99 5 WALL RAIL WR82 BRACKETS BULK ANTIQUE 24 1.99 5 WALL RAIL BRACKET Bal con . 0~ 42---- . 4 L.:*EAL.-: ..:3:~.1. ./ - .Â· n =.'.:Â·,Â·1Â§/03Â£.liz=~~- La .T f.. - -l...., ,â€žffirffmt- 1~,111!92 ..t ...9. . 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W ;4. l,W ti J a; .5'Â·,1 14- a 40 @1 1 U - 1-r I- 1 1-31= 1 + 1 : Il f ~ *i I.Â£/ 5031 5570 5571 5118 5144 *5001 These Nord doors come with insulated glass. Species: Fir or Western Hemlock - Sizes: 2'6", 2'8", 3'0" x 6'8" 4/ (5001 also 2'0"). ASPE 14 -ORIC PRESERVATION COMMITTEE I Thickness: 1314" Stiles & Top Rail: 49/16". (5001 is CHAIRM *? ....... DATE- Â· ..---3.. ~ manufactured with 5%" stiles and : APPROV - 3,3 ACHTn :,6-Eistz, ----------, - h top rail). ~ CONDITI 9 Panels: Weatherbond. Ue' + Bottom Rail: 91/4" 4 4 ANY Dr, ' 1 FROM THESE PLANS M. IS ] ' 1 ~~rf'.- -R REAPPROVAL. lilli 1 3 - --I-- ----Il--Il U 1 ..IrA DO< 11.11 34&4, w 1 1 (:.1)34 Â£4064 J I gial"i 0 ~'~~ L~',C~~f:,4~ , 94"ail,i:.44.; 1.'Defir'Â·391â€¢F , -1.1 I Â·t, UN i ~': '20*' ' m o.*p,â€¢1;.:.Â·Â¥:i~.401 1 1-012 1-010 Z 1.009 I I-120 . ,Â»% 1~,Thick Insulated Unit Four popular grille designs available c , 4 .2 1 teÂ· . 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Hopkins Ave. Date: ~ June 14~1988 ~ APPLICANT'S REQUEST: The applicant is requesting Final Development Approval of 212 W. Hopkins Ave. The plan includes the partial demolition of the rear lean-to shed and the restoration of the original front porch. BACKGROUND: On April 12, 1988, HPC reviewed and recommended historic landmark designation and on May 24, HPC moved to approve the revised conceptual development plan for this property. The plan included the original porch's restoration, a height reduction of three (3) feet of the proposed addition, and minor changes in the fenestration. The new addition encroaches into the required rear and side yard setback, and HPC granted a variation finding this siting to be acceptable and more compatible with the historic structure. OTHER BOARD ACTION: P&Z approved in special review the parking reduction and recommended historic landmark designation. City Council's First Reading of the Designation Ordinance will occur June 13. Second and final ordinance reading and public hearing will occur at the next available Council meeting. The property received a "4" rating, and the owner is applying for the eligible $2,000 landmark designation grant. PROBLEM DISCUSSION: No changes from Conceptual Development Approval have been submitted in this Final Review by the applicant. Accurate material representation is made at this Final Review detailed in the drawings and below: SIDING: 1" x 6" cedar overlap siding to match existing will be used, painted to match ROOFING: Asphalt shingles to match existing WINDOWS: All wood easement Marvin windows, true divided where specified, prefinished white DOORS: Marvin wood "French type", undivided GARAGE: Wood, 4 panel, roll up BALUSTERS: Simple square 1 1/4" x 1 1/4" balusters LIGHTING: Simple, squarish solid brass "carriage type" lighting will be installed on the balcony ADDITION HEIGHT: A minor height increase of 5 3/4" at the median point of the roof (from 21.5' to 21' 11 3/4") has been specified in the final drawings. This is due to a change in the width of the ceiling beams and required second floor ceiling height. Staff finds this to be a minor change which does not negatively affect the proposed development, however, HPC's concerns with the overall height of the addition in relation to the historic structure are shared by staff. FRONT PORCH RESTORATION: The Planning Office is very pleased to see the restoration of the 1888 front porch, a very important historic design element to this home. Great sensitivity should be incorporated in removing the incompatible materials, and proper patching methods should be utilized where necessary. RECOMMENDATION: The Planning Office recommends final development approval of 212 W. Hopkins, finding the setback variation to be more compatible. APPLICATION FOR HISTORIC PRESERVATION COMMITTEE DEVELOPMENT REVIEW Applicant's Name and Addr SS: Charles A. Smithgall III, President, WCNN Radio,209 CNN Center, Atlanta, Georgia 30303 Proof of Ownership: See attached Warranty Deed and Quit Claim Deed Statement of Applicant's Interest in Property if not owner: N/A Property Address, Legal Description and Name: Lots P & Q, Block 52, City and Townsite of Aspen, Pitkin County, Colorado Type of Review (Minor or Significant): Significant Description of proposed Development Activity, including but not limited to: architectural elements effected, additional square footage (if applicable), height, building materials and illumina- tion: Applicant wishes to aad a two story. structure to the rear (north) of the existing house, and east of the two. story addition that' was constructed in 1974. The proposed development will he in* compliance with. current height, bulk and lotÂ· coverage regulations. See attached Area and Bulk Characteristics. Statement of the Effect of the Proposed Development on the Original Design of structure (ir applicable) and/or Character or the Neighborhood, and why the Proposed Development meets the Review Standards of Section 24-9.4(d) (pertaining to compati- bility in character of historic ' landmarks on Â·the site, consis- tency with character of the neighborhood, and whether it enhances or detracts from the cultural' value or architectural integrity of the structure) : The *proposed additioh. will enhance the existing house in two ways. First, it. will partiallyÂ· cover and de- emphasize the '1974. addition. which: is: a. boxy,' modern. structure that is alien to the original Victorian housie. ' Second, the addition is in the. vocabulary of Â·the Victorian. style toÂ·compliment the original, thusÂ· creating a more harmonious: and integratedÂ· character whic] is compatible. with. its predominantly Victorian. neighborhood. Refer to attached letter. and .drawings. Any other City Approvals neeaea by Applicant, such as encroach- ment licence, GMP or Special Review: Historic Designation by H.P.C. Refer to attached letter and , drawings. SB.APP JUN I - MEMORANDUM TO: Aspen City Council THRU: Robert S. Anderson, Jr., City Manager FROM: Roxanne Eflin, Planning Office RE: Historic Landmark Designation, 212 West Hopkins Avenue DATE: June 13, 1988 ~ SUMMARY: The Planning Office recommends approval of Ordinance (Series of 1988) on First Reading. LOCATION: 212 W. Hopkins Ave., Lots P & Q, Block 52, Townsite and City of Aspen, Colorado ZONING: R-6 APPLICANT'S REQUEST: The applicant is requesting historic landmark designation of 212 W. Hopkins Ave. The owner intends to make alterations to the structure, including the partial demolition of the one-story lean-to shed at the rear of the house, adding on 687 sq.ft. in the form of a two-story addition. The applicant is utilizing the Variance Setback Incentive, defined in Section 9-103(C)(2), to encroach into the rear and side yard setbacks. Special review from the Planning and Zoning Commission for reduction in required parking from four (4) spaces to (2) was requested and approved (see Advisory Committee Vote). ADVISORY COMMITTEE VOTE: On March 28, 1988 the Historic Preservation Committee recommended historic landmark designation of the structure at 212 W. Hopkins Ave. with the condition as volunteered by the applicant that the front porch be restored or made transparent if still required by the owner as an air lock. On May 24, HPC reviewed and approved the conceptual development application at which time the applicant stated specifically the front porch would be restored. At this meeting the HPC granted a variation in side and rear yard setback for the proposed addition, finding such variation to be more compatible with this historic structure than would be development within the setback. On May 17, the Planning and Zoning Commission recommended historic landmark designation and granted a reduction in required parking from four (4) spaces to two (2) in special review. HISTORIC EVALUATION RATING: " 4 " PROBLEM DISCUSSION: Standards for historic landmark designation are stated in Section 7-702 of the Aspen Land Use Regulations. A structure must meet one or more of these standards to be eligible for designation. Standard #1: The structure or site is a principal or secondary structure or site commonly identified or associated with a person or an event of historical significance to the cultural, social or political history of Aspen, the State of Colorado, or the United States. Response: This structure, dated 1888, illustrates the family/home environment and life styles of the average Aspen citizen during this era. Standard #2: The structure or site reflects an architectural style that is unique, distinct or of traditional Aspen character. Response: The historical significance of this structure is that it is a typical Aspen Victorian Miner's Cottage (please see page 9 of the Development Guidelines - II. Architectural Summary). It represents the built environment of Aspen during its Mining Era. The existing addition, to be removed and replaced by a new addition, is a remnant of the original carriage house, apparently built the same year as the original structure (1888). Attached to the rear, this addition does not possess historic significance, nor does it detract much from the original house. The new addition should be more compatible with the architectural style of the house. The front facade of the house has not been altered, to the best of our knowledge, except that the porch was enclosed. Restoring the original porch will help a great deal to reveal the original character of the house, in Staff's opinion. Standard #3: The structure or site embodies the distinguishing characteristics of a significant or unique architectural type or specimen. Response: This home's special features are characteristic of the Victorian Miner's Cottage. They include a front gable with projecting bay window, cut shingles in the gable and horizontal clapboard siding. The windows are typical long, narrow double hung. Standard #4: The structure is a significant work of an architect whose individual work has influenced the character of Aspen. Response: Although the architect/builder is unknown, the historical integrity of this original 1888 structure exemplifies early Aspen architecture. Standard #5: The structure or site is a significant component of a historically significant neighborhood and the preservation of the structure or site is important for the maintenance of that neighborhood character. Response: The immediate neighborhood surrounding 212 W. Hopkins is noted for its many historic homes, most complimenting this property in size and style. 212 W. Hopkins, rated "4", is a particularly important member of this historic neighborhood and its preservation adds to the character of the surrounding area. Standard #6: The structure or site is critical to the preservation of the character of the Aspen community because of its relationship in terms of size, location and architectural similarity to other structures or site of historical or architectural importance. Response: Within the two block area surrounding 212 W. Hopkins there are 13 historically noted properties, most of which have received some alterations over the years. This will become the 5th historically designated property in Block 52 HISTORIC DESIGNATION GRANT: Because 212 W. Hopkins received an evaluation rating of "4", it is eligible for a grant from the City of $2,000. The applicant has requested this grant (please see attached request letter). We have included this grant within the ordinance. RECOMMENDED MOTIONS: "Move to read Ordinance (Series of 1988)." "Move to approve Ordinance (Series of 1988) on First Reading." CITY MANAGER'S COMMENTS: CC.memo.212WH MEMORANDUM TO: Aspen Historic Preservation Committee FROM: Roxanne Eflin, Planning Office RE: 212 West Hopkins Avenue, Conceptual Development Review and partial demolition, public hearing (continued) DATE: 1~ May 242<1988 ~ PRIOR COMMITTEE ACTION: On March 22, 1988, HPC recommended historic landmark designation of 212 W. Hopkins with the condition that the front porch be restored or made transparent if still required by the owner as an air lock. On May 10, 1988, HPC reviewed and tabled conceptual development approval until this meeting based upon their concerns of the height of the new addition in relation to the existing structure. Direction was given to the applicant to restudy these aspects. The applicant has submitted revised plans reviewed below. < OTHER COMMISSION ACTION: On May 17, P&Z reviewed and unanimously recommended historic landmark designation of 212 W. Hopkins, with the same conditions as HPC recommended. P&Z also approved the 4 parking reduction from four spaces to two in special review. City Council will be reviewing on 1st reading the ordinance for historic landmark designation on June 13. The owner is requesting the $2,000 designation grant. SUMMARY: The revised proposal reflects a height reduction of three feet (3') over the original plan. The gable peaks now meet in the center of the addition (please refer to site plan for specifics). The revised plan also indicates a change in the fenestration, squaring the windows which were originally proposed as arched. PROBLEM DISCUSSION: The revised reduction in height helps this project be more compatible by reducing the "looming" over effect of the original historic miner's cottage. The table below illustrates height comparisons to. median point on pitched roof: Original historic structure: 14' Newer addition immediately behind original section: 18.5' Proposed new addition: 21.5' (maximum allowable: 25') This shows a step up transition between the original and proposed new addition, which helps blend new to old, in our opinion. No other major changes have been proposed. The partial demolition Of the rear lean-to shed has been discussed in previous memos. (Please refer to memo dated March 22, 1988.) Fenestration: The Planning Office recommends simple divided lights in the south elevation upper floor. The proposed plan reflects undivided clear panes, which the applicant states offers a blend to the earlier addition. Staff, however, finds that these slanted clerestory windows vs. vertical undivided windows read differently and there should be a transition between the original double hung found in the historic structure to the new addition. One alternative may be to divide the side light and smaller windows, leaving the balcony doors solid glass. The proposal shows double hung upper floor windows on the north elevation, which should be repeated on the east and south. Front porch: Happily, the applicant's revised plans reflect a restored front porch with no transparent elements. This was preferred by both Staff and HPC in previous meetings and goes a long way in preserving the character of the original historic structure. RECOMMENDATION: The Planning Office recommends conceptual < development approval of 212 W. Hopkins, finding the setback variation to be more compatible, AND subject to incorporating divided lights on both the east and south elevations. i HPC.memo.212WH3 WCNN RADIO STARDUST 68AM li mi 11, rillillizilic.2..gill'llillill GEORGIA TECH SPORTS NETWORK JUL- Charles A. Smithgall, III May 19, 1988 President Mayor and City Council c/o Ms. Roxanne Eflin Planning Office City of Aspen 130 South Galena Street Aspen, Colorado 81611 Re: Historic Designation Grant 212 W. Hopkins Avenue Aspen, Colorado Dear Ladies and Gentlemen: This letter is to notify you that I wish to apply for the grant of two thousand dollars to property owners of historically designated residences. My residence in Aspen has been rated 4 and recommended for historic designation by the H.P.C. and P&Z Boards, thus making it eligible. I understand that this is a one-time-only grant enacted under Ordinance 42, series of 1987. Please advise me or my architect, Charles Cunniffe and Associates if you require any further documentation. AW,1 =*FIll 44 a. FE- CAS:ler CC: Charles Cunniffe 209 CNN Center, Atlanta, Georgia 30303 Â· 404/688-0068 t 4- 4(l)3 1., MEMORANDUM TO: Aspen Historic Preservation Committee FROM: Roxanne Eflin, Planning Office Re: 212 West Hopkins Avenue, Significant Development Review and Partial Demolition(Public Hearing) DATE: April 26, 1988 LOCATION: 212 W. Hopkins Ave., Lots P & Q, Block 52, Townsite and City of Aspen, Colorado. SUMMARY: In the HPC packet of the March 28 meeting, a full staff memorandum and application was presented. Due to the required public hearing, HPC will be reviewing that application at this meeting. PRIOR HPC CONSIDERATION: At the meeting of March 28, HPC recommended historic landmark designation for this property, which must be reviewed by P&Z at a public hearing to obtain their recommendation, then to City Council for first and second readings. Please refer to the memorandum of March 28 for further details and for the responses to the partial demolition and conceptual development review standards. RECOMMENDATION: The Planning Office recommends approval of the partial demolition and conceptual development for 212 W. Hopkins, including the setback variation specified in Section 24- 9.4(d)(1)(i), finding that such variation is more compatible in character with the historic landmark. In addition, accurate material representation shall be made at final review. HPC.memo.212wh R . VIIA. MEMORANDUM TO: Aspen Historic Preservation Committee FROM: Roxanne Eflin, Planning Office RE: 212 West Hopkins Avenue, Historic Landmark Designation, Demolition and Significant Development Review DATE: March 28, 1988 Location: 212 West Hopkins Avenue, Lots P & Q, Block 52, Townsite and City of Aspen, Colorado. Applicant's Request: The applicant is requesting Historic Landmark Designation, Demolition of the one-story lean-to shed at the rear of the house, and Significant Development Review. The total new addition floor area is 687 sq.ft. The applicant is utilizing the Variance Setback Incentive allowed with the (proposed) historic designation to encroach into the rear and side yard setbacks. Applicant is also requesting a reduction in required parking one off-street parking space per bedroom in the R-6 zone. SITE, AREA & BULK CHARACTERISTICS: Please see applicant's letter attached ZONING: R-6 HISTORIC DESIGNATION STATUS: Rated "4" SUMMARY: At this meeting, HPC will be reviewing this project for historic landmark designation. Conceptual Development Review was not properly noticed for this meeting, and will be heard on the regular meeting of April 26. PROCEDURE FOR PROJECT REVIEW: The applicants next step is review by the Planning and Zoning Commission to obtain their recommendation on historic designation. City Council would then hold first and second readings (two meetings) of an ordinance to accomplish historic landmark designation. Applicants are also requesting partial demolition; application must meet the standards in Section 24-9.5(b) (4) through (6). The HPC shall hold at least one public hearing on its consideration of the application with public notice published in the newspaper. The two-step Significant Development Review process involves both Conceptual and Final approval by the HPC. Special review for reduction in residential parking requirements must be heard by - the Planning and Zoning Commission. PROBLEM DISCUSSION: The Planning Office has the following comments in response to the standards for historic designation stated in Section 24-9.3(a), standards for demolition stated in Section 24-9.5(b), and standards for development review stated in , Section 24-9.4(d) of the Municipal Code. Historic Designation Standards 1. Standard: The structure or site is commonly identified with a person or an event of historical significance to the cultural, social or political history of Aspen, the State of Colorado, or the United States. Response: This structure, dated 1888, illustrates the family/home environment and life styles of the average Aspen citizen during this era. 2. Standard: The structure reflects an architectural style that is unique, distinct or of traditional Aspen character. Response: The historical significance of this structure is that it is a typical Aspen Victorian Miner's Cottage (see pg. 9 of the Development Guidelines - II. Architectural Summary). It represents the built environment of Aspen during its Mining Era. The existing addition, to be removed and replaced by a new addition, is a remnant of the original carriage house, apparently built the same year as the original structure (1888). Attached to the rear, this addition does not possess historic significance, nor does it detract much from the original house. As discussed below, the new addition should be more compatible with the architectural style of the house. The front facade of the house has not been altered, to the best of our knowledge, except that the porch was enclosed. Restoring the original porch would help a great deal to reveal the original character of the house, in Staff's opinion. 3. Standard: The structure embodies the distinguishing characteristics of a significant or unique architectural type or specimen. Response: This home's special features are characteristic of the Victorian Miner's Cottage. They include a front gable with projecting bay window, cut shingles in the gable and horizontal clapboard siding. The windows are typical long, narrow double hung. 4. Standard: The structure is a significant work of an architect whose individual work has influenced the character of Aspen. Response: Although the architect/builder is unknown, the historical integrity of this original 1888 structure exemplifies early Aspen architecture. Demolition Review Standards: Note: As this is a partial demolition, Standards 4-6 apply. 1. Standard: A demolition or redevelopment plan is submitted which mitigates to the greatest extent practical any impact that occurs to the character of the neighborhood. Response: The demolition proposed is of the one story lean- to shed at the rear of the earlier addition (1974) and is primarily visable from the alley only. The historic integrity of the original facade remains unaffected by the demolition. The redevelopment plan is addressed in the following conceptual development review comments. 2. Standard: The demolition plan mitigates to the greatest extent practical any impact the proposed demolition has on the historic importance of the structures located on the parcel and adjacent parcels. Response: No important historic association has been identified with the house, nor would be effected by demolition. 3. Standard: The demolition plan mitigates to the greatest extent practical any impact on the architectural integrity of the historic structure or part thereof. Response: The historic evaluation rating of "4" recognizes that alterations and additions have previously been made to this house, however, staff finds the proposed demolition plan to be sympathetic to the original structure. CONCEPTUAL DEVELOPMENT REVIEW 1 Standard: The proposed development is compatible in character with designated historic structures located on the parcel and with development on adjacent parcels when the subject site is in a Historic Overlay District or is adjacent to a Historic Landmark. Response: The Planning Office finds the development plan appropriate in many areas. By locating the addition to the rear of the property, as both adjacent properties have done, it lessens the impact on both the historic structure and the streetscape, which Staff finds to be more compatible. The applicant wishes to take advantage of the incentive in Ordinance 42 (Series of 1987) to build the addition encroaching into the rear yard setback. Section 24- 9.4(d)(1)(i) as amended stated: "The proposed development is compatible in character with designated historic strctures located on the parcel and with development on adjacent parcels...In cases where proposed development would extend into front yard, side yard and rear yard setbacks...HPC shall find that such variation from the underlying area and bulk requirement is more compatible in character with the historic landmark than would be development in accord with the area and bulk requirements.~ The application is requesting a variation be granted based on this finding. Staff's analysis: The original house is encroaching in the west side yard required setback of 5.0 feet. As it sits now, it is 1.4 feet from the property line at the southwest corner and about 1.6 feet at the northwest corner of the house. The proposed addition will be located 5.5 feet from the rear (north) property line. Current code requires 5.0 feet rear yard setback for the garage only, but 10.0 feet for the principal building. The proposed second floor bedroom and bathrooms would not be in compliance. The applicant states the siting of the proposed addition helps to avoid competition with the original structure, and provides the optimally functionaly floor plan interfacing with the earlier addition. In staff's opinion, the siting of the new addition encroaching into the setback is more compatible with the original structure. Staff finds the proposed roof pitch on the new addition in keeping with the Guidelines (page 51) and is compatible with the original structure, and may lessen the striking difference between the original and the earlier 1974 addition. The proposed height of the addition at the median point on the pitched roof is 24.5 feet (just under the allowed 25 feet) is much higher in comparison to the original structure, and seems to overtake the original house. However, as it is located at the rear of the site, set back approximately 60 ft. from the street and screened by vegetation, its appears to be less dominant. The proposed contemporary-Victorian details such as the arched windows, the divided lights, and open balustered balcony reflect some of the styling Of the original structure, and by using compatible materials as the applicant has proposed, should blend well. Staff strongly recommends the applicant renovate the original facade by restoring the front porch, which will allow the true historic structure to stand on its own merit. The Guidelines discuss the importance of porches as a common element of the residential steetscape (refer to Page 57 in the Guidelines). 2. Standard: The proposed development reflects and is consistent with the character of the neighborhood. Response: This particular block exemplifies some of Aspen's early neighborhood architectural styles, as well as . reflecting newer additions to these older homes, some of which are more compatible than others.. 222 W. Hopkins is designated, 200 W. Hopkins is rated "3", and 219 W. Hopkins, directly across the street is rated "4". Both 222 and 200 W. Hopkins have two story additions to the rear. The very large, nice cottonwood trees are remaining untouched. With the large addition being proposed, Staff has taken a special look at color, and finds Guideline VI. L on page 59 applies for the purpose of general guidance. The existing house is a vivid blue, and as it sits now as a one story home is fanciful; however, with the addition carrying out the existing paint scheme, Staff feels it would be overwhelming for not only the original historic structure but the adjacent properties as well. We want to inform the applicant that in our opinion, a more subdued choice in color would not only diminish the dominance of the new addition, but would be more historically accurate for Aspen. HPC does not have jurisdiction over color selection; therefore, staff recommends that no action be taken regarding this issue. Standard: The proposed development enhances or does not detract from the cultural value of designated historic structures located on the parcel proposed for development or adjacent parcels. Response: Staff finds the proposed development does not detract from the cultural value of the structure. 4. Standard: The proposed development enhances or does not diminish or detract from the architectural integrity of a designated historic structure or part thereof. Response: It could be argued that the 1974 addition dimishes the historic integrity of the original structure. Staff finds the proposed addition more compatible with the original, however, disagrees with the applicant that the new addition will improve the integrity of the residence and justify the "4" rating, as a "Typical Aspen Victorian Miner' s Cottage" (page three, application) . Staff finds the * new addition in keeping with adjacent new additions, and feels it does not detract from the original structure, or adjacent parcels. RECOMMENDATION: The Planning Office recommends approval of the Historic Landmark Designation of 212 West Hopkins, based on the findings stated on page 2. Conceptual approval with partial demolition will be formally reviewed at the April 26 meeting, at which time HPC may wish to grant the rear yard set back encroachment requested. MAR 16 APPLICATION FOR HISTORIC PRESERVATION COMMITTEE DEVELOPMENT REVIEW Applicant's Name and Address: Charles A. Smithgall III, President, WCNN Radio,209 CNN Center, Atlanta, Georgia 30303 Proof of Ownership: see attached Warranty Deed and Quit Claim Deed Statement of Applicant' s Interest in Property if not owner: N/A Property Address, Legal Description and Name: Lots P & Q, Block 52, City and Townsite of Aspen, Pitkin County, Colorado Type of Review (Minor or Significant): Significant Description of Proposed Development Activity, including but not limited to: architectural elements effected, additional square footage (if applicable), height, building materials and illumina- tion: Applicant wishes to add a two story structure to the rear (north) of the existing house, and east of the two story addition that was constructed in 1974. The proposed development will he in compliance with current height, bulk and lot coverage regulations. See attached Area and Bulk Characteristics. Statement of the Effect of the Proposed Development on the Original Design of Structure (if applicable) and/or Character of the Neighborhood, and why the Proposed Development meets the Review Standards of Section 24-9.4(d) (pertaining to compati- bility in character of historic landmarks on the site, consis- tency with character of the neighborhood, and whether it enhances or detracts from the cultural value or architectural integrity of the structure): The proposed addition will enhance the existing house in two ways. First, it will partially cover and de- emphasize the 1974 addition which is a boxy, modern structure that is alien to the original Victorian house. Second, the addition is in the vocabulary of the Victorian style to compliment the original, thus creating a more harmonious and integrated character which is compatible with its predominantly Victorian neighborhood. Refer to attached letter and drawings Any other City Approvals needed by Applicant, such as encroach- ment licence, GMP or Special Review: Historic Designation by H.P.C. Refer to attached letter and ' ' drawings. SB.APP CHARLES CUNNIFFE & ASSOCIATES/ARCHITECTS P,O. BOX 3534, ASPEN, COLORADO 81612 TELEP'HONE 303/925-5590 CHARLES L. CUNNIFFE, A l A Ms. Roxanne Elfin March 15, 1988 Planning Office City of Aspen 130 S. Galena Street Aspen, Colorado 81611 Re: Historic Designation and Conceptual Plan Approval 212 West Hopkins Avenue Lots P & Q, Block 52 City of Aspen Dear Roxanne, The purpose of this letter is to present our Concept for the above referenced property. Our Program is as follows: 1. Obtain historic designation for the property. 2. Obtain permission to demolish a portion of the residential structure. 3. Obtain approval for the conceptual development plan (addition and alterations to the house) 4. Obtain exemption from the current zoning code required yard setbacks for: a. The original house which is encroaching on the west side yard required setback of 5.0 ft. (It is about 1.4 ft. from the property line at the southwest corner and about 1.6 ft. at the northwest corner of the house.) b. The proposed addition which will be 5.5 ft. from the rear (north) property line in order to avoid competing with the original house as much as possible and provide the optimally functional floor plan interfacing with the previous addition. (Current code requires 5.0 ft. rear yard for the garage only, but 10.0 ft. for the principal building.) Thus. the - proposed second floor bedroom and bathrooms would not be in compliance. - C. Obtain exemption from the current zoning code , requirement of one off-street parking space per bedroom - in the R-6 zone. (The existing house has three - bedr-ooms and with the proposed fourth bedroom would require four parking spaces.) The proposed garage will provide two parking spaces off the alley. Providing the other 1 Page Two Re: 212 West Hopkins Avenue two spaces would require a curb cut on Hopkins Avenue for a driveway and parking area in the front yard which would require removal of four large cottonwood trees and a twenty foot spruce tree. Obviously, this would destroy the yard and be a detriment to the neighborhood. The following outline addresses all the considerations for this review process under the guidelines Of Section 24-9.3 of Ordinance II for Historic Designation. 1. Historic Importance Not much is known of the houses's history except that it was built in 1888 and was owned by Walter Paepke from 1948 to 1952. Refer to attached Aspen Historic Sites/Structures Inventory. 2. Architectural Importance Architecturally, the original house is significant in that it reflects the traditional Aspen character and the Victorian style prevalent when it was built. It has been given a 4 Rating by the Aspen Planning Office. The addition, which was built in 1974 is a boxy modern two story structure that sits at the rear (north) which fortunately dimishes its negative impact from the street. 3. Neighborhood Character The house is flanked on both sides by Victorian houses Of similar character which also have two-story additions situated at the rear (north) of the lots. The remainder Of the neighborhood is predominatly Victorian style residences. L Page Three Re: 212 West Hopkins Avenue We submit and assure that the proposed addition will be in compliance with the standards set forth in Section 24-9.4(d), Ordinance 11 and 42, for Development in H, Historic Overlay Districts, as follows: (i) The proposed addition will be compatible in character with the original house through similar roof slopes and matching exterior materials. The addition is in the vocabulary of the Victorian style and compliments, rather than imitates the original. Also, placement of the addition to the rear and extending into the required setback is more appropriate as explained in item 4 of the Program Outline at the beginning of this letter. Refer to attached drawings. (ii) The proposed addition is consistent with the adjacent houses, which also have two story additions to the rear (north) of the original buildings. It will be in scale with and reflect the predominantly Victorian character of the neighborhood. (iii) The proposed addition will enhance the cultural value of the original house by partially obscuring and diminishing the impact of the 1974 addition, which is not in the Victorian style. Thus, it will improve the integrity of the residence and justify the 4 Rating, as a "Typical Aspen Victorian Miner's Cottage". (iv) The proposed addition will enhance the architectural character of the original house for the same reason as listed in (iii) above. With regard to proposed demolition, a small one story lean-to shed at the rear of the earlier addition will be the total extent required. We will be in compliance with Section 24-9/5(b) of Ordinance 11, as follows: 1. The lean-to portion on the north side of the existing , building is actually a remnant of the original carriage - house that was incorporated into the 1974 addition. The foundation is in poor condition and the original carriage doors were merely covered over with siding to create a utility room. Page Four Re: 212 West Hopkins Avenue 2. The space occupied by the structure will be enveloped in the proposed addition as part of a new mud room and the north wall location is incompatible with the new room layout. The new second floor will replace the shed roof. 3. The structure is only a minor element of the existing house and relocating it would be impractical since it would be unusable in a different location, having only two exterior walls. 4. A demolition and redevelopment plan is irrelavent for reasons stated above. 5. As stated earlier, the proposed demolition will not impact the historic importance of the house due to its location and the fact that it was already modified by an earlier addition. 6. The architectural integrity of the house will not be impacted for reasons stated above. If there are any questions, please give me a call. Very truly yours, 0146 4 Charles L. Cunniffe, AIA Principal cc: Charles A. Smithgall III CHARLES CUNNIFFE & ASSOCIATES/ARCHITECTS P.O. BOX 3534, ASPEN, COLORADO 81612 TELEPHONE 303/925-5590 CHARLES L. CUNNIFFE, A.IA. ~ March 16, 1988 212 West Hopkins Avenue Lots P & Q, Block 52 Aspen, Colorado SITE, AREA & BULK CHARACTERISTICS ZONING (R-6) Lot Area: 9,000 S.F. Existing House Floor Area: 2,205 S.F. Proposed Addition Floor Area: 687 S.F. (exempting 500 S.F. for garage) Proposed House Total Floor Area (FAR): 2,892 S.F. Maximum Allowed Floor Area (FAR): 3,240 S.F. Proposed Site Coverage: 2,243 S.F. Allowable Site Coverage: 2,400 S.F. Proposed Height of Addition: 24.50 Ft. (at median point on pitched roof) Maximum Allowed Height: 25.00 Ft. (at median point of pitched roof) Total Front - Rear Yard Setbacks Proposed: 23.75 Ft. * Minimum Allowed Total Front - Rear Yard Setbacks: 30.00 Ft. Total Side Yards Proposed: 7.00 Ft. * Minimum Allowed Total Side Yard Setbacks: 10.00 Ft. *With regard to the encroachment at the rear and west side yard setbacks, we are utilizing the Variance Setback Incentive allowed with the (Proposed) Historic Designation. 5.d 60, 2 1 6.0 2 ~ ge=45 Fl-At, ENVEL.oFEE :22916 Se ALLEY Â£'Erefh~4<. r- HEW 6,Â»=Aci S Â¢- DEP Â¥ 9$1 0Â»0# - RE<S2U IR! 60,01 PROB LIHE. N 75Â°01' 11"W 1 lap. 0 ~ APPITIori PRO F'C>SISO 31 C +100.2 OF- ,Â· 16 H,P, CÂ· 2>42&Apl-1 ON to .111 11 4\ . - REQUIRED FNINCIF>' .d OUggaNT ZONINA C . 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A SM ITHEALL IKEOIDS.ACE CHARLES CUNNIFFE & ASSOCIATES/ARCHITECTS R & ADDITIOND 4 ALTERAT 101-16 0 9 A U r 0-1.2- W.Hop'41 ASPEN, COLORADO PO BOX 3534, ASPEN, COLORADO LEPHON'E 303/925-5590 t - #16-WADD ITION L Exit'TihIC Routay- NOILVAil-12 1915 99/S â‚¬Â· aaÂ·13 , A. 1 le ,--2:j osi iw / e j \0Â°.2-60.00, A l Atbsulined elev. 100Â·C - qq,2- -499,1 9.26- 2-40 rN 1=211 1 SCALE:1'~15' -4.9 - 4,1;//~ 100,0 1 1 0 3/NGte s 1 '98.15 0 INDICATES SET 9 REBAR + CAP O 0 O INDICATES FOUND ~ ~\ REBAR +CAP 4/ 0 1 + inclic.0-429 et evi- .4/ 4- Ton 61 04 1 0 07 m 0 Â¥ 2 1.4.4- A , 2,3 3 /0.0 -1: 1 1 m .+Ii lo / / rn ( VII e. MEMORANDUM TO: Aspen Historic Preservation Committee FROM: Roxanne Eflin, Planning Office RE: Demolition and Redevelopment Review, Continued: 222 E. Hallam (Public Hearing) DATE: April 26, 1988 LOCATION: 222 E. Hallam Street, Lots K and L, Block 71, Townsite and City of Aspen. APPLICANT'S REQUEST: The applicant is requesting redevelopment approval for the site, pursuant to the demolition approval requirement. PRIOR HPC ACTIONS: The approval for demolition was made by the HPC at the March 22, 1988 meeting, subject to redevelopment review and approval, which action was tabled. Due to the public hearing not being continued to the next HPC meeting, notice was made for the April 26 meeting, the earliest following meeting. Your March 22, 1988 HPC packet includes the first redevelopment plans presented and can be reviewed for comparison with the current plans. PROBLEM DISCUSSION: Upon initial review by HPC of the redevelopment plan at the March 22 meeting, general comments regarding scale, detailing and steetscape were made to help direct the applicant for formal review. On April 12, HPC had another opportunity to informally review revised plans and were generally pleased with the scaled-down design approach. The application includes descriptive information on materials as well as a letter from consultant Lisa Purdy addressing design issues. The Planning Office has general concerns regarding the redevelopment plan. We wish to point out that the application states it is for "Significant Development", which is incorrect. In accordance with Section 24-9.5(b) (4) this application is for "Redevelopment" approval. The Standards for Significant Development do not apply. The Planning Office has the following comments in response to those concerns raised by HPC when reviewing the redevelopment plan and tabling action on the proposal: 1) Massing: HPC members expressed concern that the height and 1 massing of the new house may be more than that of adjacent houses and the neighborhood, tending to dominate the block rather than fit it with the neighborhood scale. The proposed redevelopment is a very large two story Contemporary Victorian, definitely "new" and not reflective in any way of the existing historic structure to be demolished on that site. The historic neighborhood, which does not just consist of the immediate adjacent properties or block, mostly contains smaller "Victorian" style houses. It is staff's opinion that the general massing of the proposed structure is out of scale with the neighborhood, and should be diminished to soften any negative impacts of a "visually overbuilt site" in a historic neighborhood may have. The west and east elevations are very long with minor setback breaks, which do not adequately address the issue Of "breaking up" those walls, in our opinion. The Planning Office recommends further study of the west elevation, including the separation of the garage or pulling the garage in to the east and south, which would bring the main house back into scale with the adjacent structures. This elevation is important as to how it relates to the Frost House, and how much of the continuous wall (with minimal undulations) is visible from Hallam Street. The scale of the east facade is important as it has fairly high visibility from Hallam Street beginning at the intersection with Monarch Street. In our opinion, the bulkiness would be reduced if the height of the cross gable were no greater than the that of the adjacent Frost House. If the height of the turret and the cross gable could both be reduced, compatibility of the massing would be improved, in staff's opinion. The following table gives several dimensions of the existing house, proposed house and adjacent house for the purpose of comparison: Table 1 Comparison of House Dimensions: Houses on 200 Block E. Hallam Size of Existing House: 2,000 s.f.1 Height of Existing House: 19 feet Width of Existing House-Front Facade: 25 feet Size of Proposed House: 3,002 s.f.2 Height of Proposed House-Front Gable: 24 feet Turret: 29 feet Cross Gable: 28 feet Width of Proposed House-Front Gable: 18 feet 1 In addition there is a 472 s.f. work shop. 2 Not including porches and balconies. 2 Width of Proposed House-South Elevation: 39 feet Height of Glidden House: 22 feet Width of Glidden House-Front Facade: 25 feet Height of Frost House: 23 feet Width of Frost House-Front Facade: 18 feet Width of Frost House-South Elevation: 30 feet Prepared by the Aspen/Pitkin Planning Office using figures and measurements from material submitted by Charles Cunniffe and Associates, April, 1988. 2) Siting: The site plan contrasts to some degree with the two adjacent properties by having a deeper setback than what currently exists with the adjacent properties and the existing structure on this site. Additionally, the new footprint is approximately 10 feet to the west of the existing house, closer to the Frost House and requiring removal of the line of shrubs. The applicant appears to be trying to minimize the streetscape impact from this large house by setting it back farther than the neighboring houses. The proposed setback also shows consideration of staying clear of the existing large spruce tree in the front yard. Staff is concerned that the new house will still have a great impact on the streetscape because of its massing while not respecting the street alignment now in tact. Staff believes that the most appropriate solution is a smaller-scale house, more closely resembling the scale and siting of the historic resource currently on the site. This would allow the siting to be approximately 5 feet closer to the street and more consistent with the historic street setback. In addition, we suggest that the applicant address whether he will save or replant the existing shrubs along the western property line, retaining this historic landscape pattern that gives a soft buffer and visual break between properties. 3) Detailing: Some HPC members expressed concern about the appropriateness of using neo-victorian High Style detailing on this new house. The applicant was asked to consider simplifying such ornate replication features that may tend to muddle architectural interpretation. Some HPC members were not concerned with this issue or believed that the style is suitable in this location. Staff shares those concerns about neo-Victorian detailing reflected on the plans. We agree with Ms. Purdy that the fenestration treatment has been substantially simplified from the February 25, 1988 plans first shown. However, the turret in particular continues to be overwhelming and a very dominant element. The applicant states the "turret derives 3 its form from the Community Church" which statement staff finds exemplary of the detailing. Historically, turrets complimented the overall facade of a building, and were not necessarily the dominant feature. On the Community Church, a large turret was in scale, while on smaller residential buildings, smaller and shorter turrets were found. It is staff's recommendation that further study be made of this architectural element with direction to scale it down in relation to the other details of the proposed house. 4) Fenestration: HPC's concerns were primarily with the arched windows, and the applicant was asked to present other window options. The longer, slimmer windows presented address these concerns, in staff's opinion. 5) Materials: The applicant states the roof will either be cedar shake or metal standing seam. It is staff's opinion that cedar shake would be more appropriate and would aid in softening the general mass. The applicant has presented beveled clear cedar exterior siding which will be painted. Overlap siding is recommended, and, in general, the materials (with the exception of a metal standing seam roof) are similar in finish, texture and scale to those used historically. Staff supports this approach. RECOMMENDATION: The Planning Office recommends that HPC table their approval of the redevelopment plan for 222 East Hallam based upon the concerns of scale, siting, landscaping, massing, and fenestration, and give direction to the applicant to further study these areas, presenting changes at a future meeting. hpc.memo.222e.hallam 4 . APPLICATION FOR SIGNIFICANT DEVELOPMENT Pursuant to Â§24-9-4, please consider this an Application for Significant Development. This proposal is for a single family home, two stories in height with an attached two-car garage in the rear. Its architectural style is Victorian in keeping with the character with the adjacent buildings in the neighborhood. An accurate representation of all major building materials is attached as Exhibit "A. " Scale drawings of the proposed development in relation to the surrounding properties was submitted to the HPC on April 11, 1988. Supplemental graphics requested by the HPC which show variations on window treatment in the turret are also enclosed. Attached is a letter from Lisa Purdee of Citiscape in which she talks about the design of the house and its compatibility and scale with the adjacent houses and the historic neighborhood. Lisa also points out that we have retained setbacks that are parallel to adjacent properties, put the front entrance on the street, maintained the typical spacing pattern of the street, kept the orientation and dimension of porches, and the steep pitch line for the roof that reflects the neighbood styles and building facades. The proposed residence derives its form from the Community Church neighborhood and adjacent residences. The gable portion of the building which projects closest to the street is in scale with the adjacent residences to the west of Mona Frost. It is the same height and width as the Frost gable. The building then steps back ten feet (10') to the turret which derives its form from the Community Church. The turret helps to balance the house visually. Behind the turret the house is two stories but with the low six foot (6') high second story wall it reads lower. The roof is hipped, sloping towards the center of the building visually decreasing the apparent height and bulk of the building. Dormer type windows are introduced on the second level, as are protruding bay elements reflecting the architecture of the adjacent residences. By incorporating these elements and forms the proposed building is in harmony with the neighborhood, and in fact enhances the street scape and the Community Church neighborhood. We feel that we have responded to the concerns of the HPC at our original meeting by reducing the apparent mass and feel of the building and simplifying it. The HPC seemed very pleased with the changes and the only issue that remain0s outstanding (the windows) has been addressed in the newest sketches which will be discussed with the HPC at their next -1- l meeting. We feel that we have submitted all information necessary for final approval of a significant development plan. If there is any additional information that is requested, please feel free to contact Richard Klein. RK/kl Land\Klein.App 4/18/88 -2- ' EXHIBIT ,2 A . CHARLES CUNNIFFE & ASSOCIATES/ARCHITECTS P.O. BOX 3534, ASPEN, COLORADO 81612 TELEPHONE 303/925-5590 CHARLES L. CUNNIFFE, A.IA AMATO RESIDENCE EXTERIOR MATERIALS o Foundation - Concrete o Siding - Beveled Clear Cedar, Painted o Trim - Clear Cedar, Painted o Windows - Marvin, Wood Sash, Painted o Doors - Wood - Solid Coor, Panel, French o Garage Door - Sectional Wood Panel Roll-up o Millwork - Cedar or Redwood, Painted o Roof - Cedar Shakes or Metal Standing Seam, o Flashing - Copper o Masonry Fireplace - Used Brick . 1 , (insce[Pe Lic_, April 8 1988 Mr. Joe Amato Kent Management Group 600 Route 32 Highland Hills, N.Y. 10930 Dear Joe: I have just reviewed the newly revised plans for your house in Aspen on 222 E. Hallam. 1 believe the architects have done an excellent job of incorporating comments from the Aspen HPC and of designing a house which is compatible in scale and design with both the adjacent houses and the nelghborhood around lt. A number of areas which were of concern to the HPC have been addressed: Simplicity - By reducing the number of windows in the turret and front porch and some of the elaborate detailing, a simpler and more refined style is shown. Height and Scale - By bringing down the height of the chimney and narrowing the front elevation, the appearance of the house ls less massive whlle retalnlng 1ts distinctive sense of verticality. Massing - By shifting more of the density of this house to the back of the property, the front of the house appears smaller and therefore more compatible with the rest of the neighborhood. While revising the above areas, you have still retained setbacks that are parallel to the adjacent properties, put the front entrance on the street, maintained the typical spacing pattern of the street, maintained the orientation and dimensions of porches, maintained a steep pitch line for - the roof that reflects neighborhood styles, designed windows that are vertical in proportion and fairly regularly spaced across the building facade. Finally, the materials are similar in finish and texture and scale to those used historically. All of the items mentioned in this paragraph were not mentioned at the HPC but are referenced in the HISTORIC DISTRICT AND HISTORIC LANDMARK DEVELOPMENT GUIDELINES that were published by the Aspen HPC in January of 1988. While the details of any design could be debated endlessly by any group of people, I believe this latest design for your house reflects a successful attempt to address the concerns of both your - - - needs and the those of the Aspen HPC. 1675 Larimer #600, Denver CO 80202 303 893-5444 Good luck with your endeavor ! Sipeer~ly<- 1 A Lisa Purdy / / President U : li 11 ir-'b , E. 1 : 1 gL#* 29- 1 K . ~LÂ»- 1.--1-4 . 11 it -Â· . 11 + - \ <2-0 1 8 ~P--3 -- #0 -+- EL I-- - 1- 1 1---1 - LF 132 VE-_---114 ---4~ th r In i=~-41 / P ---1 45 !1- Il# - \ T--50 P U '1 i ZZL , 161- 1 j 1- .... Â·11 / . 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E x75 Al ok . h L E VAT i bH Â£6 , e e A L E . 1/,2 D 1 11 - O 4 M 44/// --- 6 \irl Er? rzzt i lei I 7 -li N * IL r., 1 I .1 1 9 . tx 1 2 2 +T (3 It g-- 3 Â£==i --- t i $ I 1*- /- - VIL_ --3~7 1 7- 1.dc,&1 -EEIT Â· T T -=2==1 -i. 1 -i_ 4 - 6/ .f 1- 7Â¥'71~779. 169 1 + 212=G=U~ F.1, }1 11L 1 *=Â£.4 4- - _' Ll =.- ~k ~.42 et -- 1 4 1 1 I 1 1 -+ ----6 WE.6 T ELE VATioN 6 - A I 2./ k - WCNN RADIO STARDUST 68AM GEORGIA TECH SPORTS NETWORK Charles A. Smithgall, III ~arch 17, 1988 ; President Ms. Roxanne Eflin Planning Office City of Aspen 130 South Galena Street Aspen, Colorado 81611 Re: 212 West Hopkins Avenue Lots P & Q, Block 52 Dear Roxanne, I, Charles A. Smithgall, III, owner of the referenced property, hereby authorize Charles Cunniffe & Associates/Architects of 520 East Hyman, Suite 301, Aspen, Colorado 81611 to represent me during the HPC review of the property. Vy*~Truly <~urs. A 4-993 CAS:ler CC: Charles Cunniffe 209 CNN Center, Atlanta, Georgia 30303 â€¢ 404/688-0068 . APPLICATION FOR HISTORIC PRESERVATION COMMITTEE DEVELOPMENT REVIEW Applicantrs Name and Address: Charles A. Smithgall III, President, WCNN Radio,209 CNN Center, Atlanta, Georgia 30303 Proof of Ownership: See attached Warranty Deed and Quit Claim Deed Statement of Applicant's Interest in Property if not owner: N/A Property Address, Legal Description and Name: Lots P & Q, Block 52, City and Townsite of Aspen, Pitkin County, Colorado Type of Review (Minor or Significant): Significant Description of Proposed Development Activity, including but not limited to: architectural elements effected, additional square footage (if applicable), height, building materials and illumina- tion: Applicant wishes to add a two story structure to the rear (north) of the existing house, and east of the two. story addition that was constructed in 1974. The proposed development will he in compliance with current height, bulk and lot coverage regulations. See attached Area and Bulk Characteristics. Statement of the Effect of the Proposed Development on the Original Design of Structure (if applicable) and/or Character of the Neighborhood, and why the Proposed Development meets the Review Standards of Section 24-9.4(d) (pertaining to compati- bility in character of historic landmarks on the site, consis- tency with character of the neighborhood, and whether it enhances or detracts from the cultural value or architectural integrity of the structure) : The proposed addition will enhance the existing house in two ways. First, it. will partially cover and de- emphasize the 1974 addition which. is. a boxy, modern. structure that is alien to the original Victorian house. Second, the addition is in the vocabulary of the Victorian. style toÂ· compliment the original, thus creating a more harmonious and integrated character whic] is compatible with its predominantly Victorian. neighborhood. Refer to attached letter and drawings. Any other City Approvals neeaea by Applicant, such as encroach- ment licence, GMP or Special Review: Historic Designation by H.P.C. Refer to attached letter and drawings. SB.APP CHARLES CUNNIFFE & ASSOCIATES/ARCHITECTS P,O. BOX 3534, ASPEN, COLOPADO 81612 TELEPHONE 303/925-5590 CHARLES L. CUNNIFFE, A.IA. Ms. Roxanne Elfin March 15, 1988 Planning C) 01-~ ice City of Aspen 130 S. Galena Street Aopon, Colorado 01611 Re: Historic. Dosignation and Conceptual Plan Approval 212 West Hopkins Avenue Lots P & 0, Block 52 City of Aspen Dear Roxanne, The purpose of this letter is to present our Concept for the above referenced property. Our Program is as follows: 1. Obtain historic designation for, the property. 2. Obtain permission to demolish a portion of .the residential structures 3. Obtain approval for the conceptual development plan (addition and alterations to the house) 4, Obtain exemption from the current zoning code required yard setbacks for: a. The original house which is encroaching on the west side yard required setback oF 5.0 ft. (It is about 1.4 ft. froin the property line at the southwest corner and about 1.6 f t. at the northwest corner' of the house.) t). The proposed addition which will be 5.5 ft. from the r ear (north) property line in order lo avoid competing with the original house as much as possible and provide the optimally functional floor plan interfacing with the previous addition. (Current code requires 5.0 ft. rear yard for the garage only, but 10.0 ft. for the principal building.) Thus, the proposed second floor bedroom and bathrooms would not be in compliance. C. Obtain exemption f r o m the current zoning code requirement of one off-street parking space per bedroom in the R-6 zone. (The existing house has three bedrooms and with the proposed fourth bedroom would require four parking spaces. ) The proposed garage will provide two parking spaces off the alley. Providing the other % Page Two Re: 212 West Hopkins Avenue two spaces would require a curb cut on Hopkins Avenue for a driveway and parking area in the front yard which would require removal of four large cottonwood trees and a twenty foot spruce tree. Obviously, this would destroy the yard and be a detriment to the neighborhood. The following outline addresses all the considerations for this review process under the guidelines of Section 24-9.3 of Ordinance II for 1-1.istoric Designation. 1. Historic Importance Not much is known of the houses' s history except that it was built in 1888 and was owned by Walter Paepke from 1948 to 1952. Refer- to attached Aspen Historic Sites/Structures Inventory. 2. Architectural Importance Architecturally, the original house is significant in that it reflects the traditional Aspen character and the Victorian style prevalent when it was built. It has been given a 4 Rating by the Aspen Planning Office. The addition, which was built in 1974 is a boxy modern two story structure that sits at the rear (north) which fortunately dimishes its negative impact from the street. 3. Neighborhood Character The house is flanked on both sides by Victorian houses of similar character which also have two-story additions situated at the rear (north) Of the lots. 1-h e remainder of the neighborhood is predominatly Victorian style residences. Page Three Re: 212 West Hopkins Avenue We submit and assure that the propoged addition will be in compliance with the standards set forth in Section 24-9.4(d), Ordinance 11 and 42, for Development in H, Historic Overlay Districts, as follows: (i) The proposed addition will be compatible in character with the original house through similar roof slopes and matching exterior materials. The addition is in the vocabulary Of the Victorian style and compliments, rather than imitates the original. Also, placement Of tile addition to the rear ancj extending into the required setback is more appropriate as explained in item 4 of the Program Outline at the beginning of this letter. Refer to attached drawings. (ii) [lie proposed addition is consistent with the adjacent houses, which also have two story additions to the rear (north) of tlie original buildings. It will be in scale with and reflect the predominantly Victorian character of the neighborhood. (iii> The proposed addition will enhance the cultural value the original house by partially obscuring and diminishing the impact of the 1974 addition, which is not in the Victorian style. Thus, it will improve the integrity of the residence and justify the 4 Rating, as a "Typical Aspen Victorian Miner's Cottage". (iv) The proposed addition will enhance the architectural character of the original house for the same reason as listed in (iii) above. With regard to proposed demolition, a small one story lean-to shed at the rear of the earlier addition will be the total extent required. We will be in compliance with Section 24-9/5(b) of Ordinance 11, as follows: 1. The lean-to portion on the north side of the existing building is actually a remnant of the original carriage house that was incorporated into the 1974 addition. The foundation is in poor condition and the original carriage doors were merely covered over with siding to create a utility room. Page Four Re: 212 West Hopkins Avenue 2. The space occupied by the structure will be enveloped in the proposed addition as part of a new mud room and the north wall location is incompatible with the new room layout. The new second floor will replace the shed roof. 3. The structure is only a minor element of the existing house and relocating it would be impractical since it would be unusable in a different location, having only two exterior walls. 4. A demolition and redevelopment plan is irrelavent for reasons stated above. 5. As stated earlier, the proposed demolition will not impact the historic importance of the house due to its location and the fact that it was already modified by an earlier addition. 6. I- he architectural integrity of the house will not be impacted for reasons stated above. If there are any questions, please give me a call. Very truly yours, all_ Cot Charles L. Cunniffe, AIA Principal cc: Charles A. Smithgall III Cl-IARLES CUNNIFFE & ASSOCIATES/ARCHITECTS P.O. BOX 3534, ASPEN, COLORADO 81612 TE[-Eli-IONE 303/925-5590 CHARLES L. CUNNIFFE, A.IA March 16, 1988 212 West Hopkins Avenue Lots P & Q, Block 52 Aspen, Colorado SITE, AREA & BULK CHARACTERISTICS ZONING (R-6) Lot Area: 9,000 S.F. Existing House Floor Area: 2,205 S.F. Proposed Addition Floor Area: 687 S.F. (exempting 500 S.F. for garage) Proposed House Total Floor Area (FAR): 2,892 S.F. Maximum Allowed Floor Area (FAR): 3,240 S.F. Proposed Site Coverage: 2,243 S.F. Allowable Site Coverage: 2,400 S.F. Proposed Height of Addition: 24.50 Ft. Cat median point on pitched roof) Maximum Allowed Height: 25.00 Ft. (at median point of pitched roof) Total Front - Rear Yard Setbacks Proposed: 23.75 Ft. * Minimum Allowed To'tal Front - Rear Yard Setbacks: 30.00 Ft. Total Side Yards Proposed: 7.00 Ft. * Minimum Allowed Total Side Yard Setbacks: 10.00 Ft. *With regard to the encroachment at the rear and west side yard setbacks, we are utilizing the Variance Setback Incentive allowed with the (Proposed) Historic Designation. t-Â·*Sff-~~Â· ~-~~.gff,9.. 4...'Â·~h'~â‚¬CÂ·~ 77 . 1.1......:.2 I'./.117-2-.... booK 4111;st 609 Re, Â·14â€¢m Ntâ€¢ ..... .. Al '.;.,4 ' ' ./ Â·:3 I.- Â·t - 7 .1 WARK.AN'11 14Â£1} N r 3 e . e #1 ., > ..t 11 ...tfi#f?%, : ~:-9#, I -.1--- ./. g 4 ir THIS DKED. Aw 4 17th A .1 Aulust i,84 .m 74 4 w.een PATRICIA RUNNALL5 a/k/a PATRICIA LACEY REYNOLDS n ' 4694 (aa to an undivided one-half ( 1/2) interest) and - I ./ r " JEANNE CARTER and JON CARTER (aa to an undtvlded one- AS /'</ ..S Â· ' Â·.4. j)jt .- .'.A- mÂ» 6 9,it j L half (1/2) interâ€¢â€¢t aM joint tenantg,#fd not as tenants- -g g& ddampemmon). al tenants-in-conunon, 24& * Am.4, 1,1 *tit,â€¢ii ' i ind , 7%%*fÂ· 1.,% ~ ~~-CEARkiest.'Ils:I~GA~.1â€ži'Ul. SALLY G. SMITHGALL and i EM -2 A '44 SHELLEY GRIFFIT'IS ...i -1 ; 42*i Pit.,-'Â·.. OEW â€¢1.,Â·,- 4%.1,â€¢kbe"1. 2866 It/mate NW, Atlanta, GA 30305 '' 1 4 7 ..4 9.... r '< C 45.1, N k. Â¢.4. Georgia 3117Â·'~ - Â· 01 t. 1 C,MI,uy 01 milton , ".w ./1404/.â€¢,0Â£Â·1Â·1 1,1.1/1 A 1.... M: /4..tÂ·... . '1 J Â·'' WITNENNETH, 1 hal 11* Sr#,1,6 1â€¢w and ,1, iâ€¢lu,46tfilliui ti, r ..1 . the *144 -1 â€¢ul lk'141*, Â¢4 *h,Ul I. hemb, * Ant. IN,ed , 11* Ve ,i *Ik d, h,4,g ~ined . .,W 44:,w~â€¢mt#. *nith, thnÂ¢ pt, wni, *1 Irivlt. ' :4 "- :4.4/'~' . 2,*~.. . ~ ~ TEN DOLLARS ($10.00) and other good and valuable consideration- . tq,4.:Â· h*rvalâ€¢. :clt. Eunw>. ~n,1 ,untinn. u,0.4 tlw F,nt,et .1. their he,â€ž and ~,~irâ€ž 1,â€¢Ir~i. 0.11 11.; 1,4 p,uperÂ», W,ettâ€žr â€¢i:h 1mpr*NÂ¢â€¢WI: ' 'IÂ©:.,' I ,p r Â·Â· PITKIN .51**010,04& ' 2/.'.9 .6'7Â· ' ' ~ . *.rhrd . lk,Ilt..: U 4 ./ , . *Ill 1 .P %44 2 , t ..ht: tilt.6. " ..9,< 1. 1 1*4.1 4Â·.t,:Ip.Loti P & Q. Block 52 2. ;lk...,V;...7.H 9,Â·.,Â·Â·City and Townmite of Upen, Colorado . f 1 w.r. .0 ~~ ~; ,- :. :.. /itkin County, Colorado . D .1 . ... ..'. 1. .:.5. ': ....t?i;Af. ty' . STAIE DKWithV,Ely :Tif . . ~Â·Â·Â· - . . W.' 110â‚¬1 J I . Â·.22'. pr*s,/ k . te./8-2.9'.2 -- , 1 *10,1 .2Â£349< *FitÂ© >: 7 .. .... I 1 , 1 . Alifil 7644Â·<6~iâ‚¬i~~Â·~.Â· 4:* f Â·Â·- ~Â·> Ak.-aby......1-h.. 212 W. Hopkino Str.t , A ..A ef - 1 .1 .. A... : f.'.*-ri &... ./ I . >4;4/ Tot;ETIIER â€¢ilh â€¢1 aad %,nvulâ€¢ *. IN,catum;mi â€¢n.1 ~14'rtÂ¢*4â€¢n thâ€¢*' 1~.â€¢41,4. iâ€¢ *Myâ€¢4 014*/1,1*44, -1 1â€¢* -erâ€¢kâ€¢.41 1 ..rKÂ·~'Ni,iâ‚¬Â·.5:,04 Â·W 1,44*. Irl,k,114|,f 4,4 44Â£*n. fent*, *â€¢MIÂ¢% 4 Mwâ€¢ 0kÂ·#i,4. *lk| AN thâ€¢ m... IA, 1,*â‚¬'4*â€¢4*Wâ€¢ 4.*â€¢4'*â€¢at-. 91 ,~ ,Â·.. 121 ~: e~i@9 4-Â·:.I#46 1 i .n,.,00.tenher' I.+0,0,t.4,4.in.Ju,uwâ€¢hâ€¢â€¢â€¢~*vatn,.tpreâ€¢â€žâ€¢A,â€¢Ill,he~,h-ent.'IG,h6â€ž~**4.0 4)Â·6- : "4,7-Â·Â· Â· ~919Â·-- c,-~ v..it. 1{)HAVE ANDTOHOLD,liwIUMmIN. Alâ€¢.i hâ€¢r@ill,c,let Jn.lib,.'4â€¢uhtheap*,11*1*â€¢;-+P-N'*4 their r 1.,1,-1. ; 'Ti,?C, '1: L . *A kmn Aild ihe p.nk,Mi). 11,Et them -1 ve 1, thi i rh,-1,4 - pÂ¢r-â€¢61 re,4,11â€¢iw,,skâ€¢' 'Â· 414"*.,0..4,.0,1 1 .r, *64,0 4. 14 0,1.1('.1.,11,11.0,0,1.446 thâ€¢trbâ€¢wl.*44.,/â€¢..luâ€¢them,â€¢,Â·tâ€¢filwenâ€¢64,40,Idd.tl,wr,ur<*mwm. thly.ar,te? 4 , 'lla ' 0#*40#ht. fittl/DeÂ¢â€¢111â€¢uth.24 *,01* b,i,#aln..11â€¢nd:*44*-1Â¢mliA#*114-lan.WidÂ¢11~1;IN-nÂ¢-Â¢1â€¢1. ~,)o>~'~.~*' Â£ Wi,ed 4, 11. p...11.4 .M -4,4. haâ€¢ r..1 â€¢utw. pÂ¢iwil,.h.â€¢,I.tÂ¢ .mt ut.t,4:*.thk Â¢,1*.4 **m. 1. t., in â€¢.,,mptâ€¢, a.d l ;:4~44~ ~ >Â· / iâ‚¬~ i *.1,1.,(*Na *11 ENAW# 41* *r".. b#,Anâ€¢. â€¢*htâ€¢. Ii, Hâ€¢. 1.,ti.. INâ€¢â€¢mellti.0â€¢,Â·*Au~n. 41â€¢tre.In,16* 14 Â»1-WI king# 0, al,tulÂ¢,Â¢41â€ž4 Â· n,rpt gineral taxâ€¢Â§ for 1984 and thereafter, payable in 1985 Bnd thereaftir; and :ic .1 r I. fi.j..1,2.1.1 I exciption, and mineral res,zvationâ€¢ aâ€¢ contained in Patent recorded in Book 139 ' ; 4Â·3*2, ffÂ¢. kIR.'.. j at Pag. 216 of the' Pitkin County, Colorado real property r,cord*. ,â€¢ i .44Â·ta ~ 1 , andlh, oharlw,il,wirâ€¢,â€¢â€¢wâ€¢ ,â€¢11â€¢:4111â€¢1 alldpiâ€¢*iÂ·,11,10~â€¢Â».:â€¢.1,1,1,4thÂ¢,rantâ€¢,'iâ€¢k their bewâ€¢*IN!*411*,Nullattalâ€¢w,yp,/,0,0, Â·; i,' 1.Â·. ~,. .U i Â· Pe-* t,11â€¢11> ilumt,4 111 W italm A â€¢1,11Â¢ n *ny plli ta,m,f. ,r40,1~*41 4,JIi I,nd Â»,11 *AKKANT ANU HNU.Â¥Ut 1*#END. ~ i.;,Â«4-11.*1. - IN WITNOS WHIÂ·111:OF, *ron.lull,}h,~Â¢â€¢avwdihi, dcedâ€¢,â€¢tt,Fd~10â€¢,IR,rth *16~.' " :.....i.,4, - 4I 3jN*7-;'' .,~.. frt,1 : AL... . .-Â· 0 'i. I , "P: r . '9Â¥ :4=,1....., A< j FAÂ»4-66 04. fA,~L, A'Pi#; (9~,44>~ ~22ZED ./ I. I . 1..9...4.IM- I - 1 PATRICIA RUNNALIA ./k/a PATRJC;* LACEY JEANNE CARTJ~-~ 41 ' REYNOLDS JON CABIEROf 4 . nt r ,~, v . 1 .*Wt.Â£* C(WAfAIy . 1 .,2 C,.M, ,4 pitltor' c Â·,-4,â€¢ Pitkin 1 1 â€¢r c N r 1 i. <4..Â·'â€¢90 ij~-1 ,#1/4 J.,4,4 L â€ž â€ž, u.ut 2 PATRICIA RUNI;,P,,27kA., ~*RICIA LACEY REYNOLD; JEANNE CARTER and JOR CARTE*., r-.1 1.1 - ..) 9,1.. M,.-nmtâ€¢â€¢**Apift~,*ther,4,7. fp .- i ' "0*â€ž m, h.nd and 08â€¢â€¢11â€¢ ..1 .1. 44.... 1. 6 ; ) 2 '/r,9 *â€¢1 4Â¢b+g'. E. Dd / ;, 2,!(, ,4. ,? . 'IN '0 .4. 1.,74 , 'tt Iii lkÂ·niet, In.,Â·M '1'H:LfÂ·-Â· Â·Â·::Â·Â·Â·Â·Â·*Fi.. : ..b . 4 611!.3 Â·9...6-7 'N 1 1 Ne. 93, Rri, I.U. w.#ttl~441, IÂ»Unh., 84-0,61, Ih,-40 htâ€¢â€¢â€¢d N-0.0. 4â€¢J-* - 4., .1.~-â€¢4.41, Mil ,4,1, 18â€¢# 3,. ,)6 3 Â·,, 42 411 - ... -4 - 1 1 .1. $ 2.-: .&.,..... ' " m- Mr Corded al 0'da --- M. 00, 43 pm:679 Reception Nt, , -,c .A QUIT CLAIM DEED RECORDER'S STAMP 2 ' 31<'144 1.6....Of'...5 I 1 3 . 91 1 ,; .1 ;7.Ii';;i. p. 199, . 4 1-1113, 1)BED. Alaje ihi, 17th de .,1 August., , 1,84 , 2$ 5% N rÂ·w> I ..:~5' '-* . -d tkÂ·t.:en Daniel Surin - 9&1 m I . 1; '4%4 f 564 :, PS . a M 62 .4.I40% of'huÂ· 'Count, of Pitkin And State .,1 ..... .1 -, 2 Color,Ja. granter(.1, und Charles A. Smitimall. iiI, e. â‚¬0 2. r .:L , Sally 0, Smitligall and Shelley Griffitts m &6 . . â€ž.. 1 p . ty. whow le,tal addre-i, C/O WCNN, 1422 Weet Peachtree Street, Atlanta L ..9,4: . i Gite* :Â·,EJ, suite 800,21]lanta, 0.;Citn 30309 and Mute 81 CA646, grantÂ¢e<,6 Uma@ , .). 3. ViÂ¢ .1 4':4(. :'' .lit>, Wil NESSET}t. 1 hal the grunt,wto. tor d in ,Â·in*ideration .,1 the â€¢um t,1 DOLLARS , ~Â·iÂ¢1 10Â·AÂ· I. . -:. 1 ~ the mcip' and .uthiten,Â·> of whi, h iâ€¢ h,reby *lint,â€¢ led,ed. ha B Irn,INJ, releahed, wit, wnvt:>,d and QUIT CLAIMED. and by thÂ¢w pre,ent, does remt,c. releax, â€¢ell. ecin,cy and Qltlt Ct.AIM unt,1 the grkntecti). their heirs. hu:,châ€¢on Bnd u,i,m. .,9204. K..: #fÂ¥%3: * 40Â·Â· Â·Â·.~g..e<4 R~ver, .11 the right, mic. intenit. claim anti demand whkh thi grantâ€¢,ft,1 hal in and to the real prupelly. lotclher with ktt.'"Â·% 74,234.? Impruâ€¢ementi, if any. *ituate. 1, In, and being in lh, County 01 Pitkin *nd St- of 1=.. *fr I , Cutorâ€¢do, de,cribed at follinâ€¢.: 1,11.1:44 r..D $ .*9..I?f# .... 4 Lotâ€¢ P & Q, Block 52. 444 City and Townsite of Upen, Colorado ..'.1.1 , E.â€ž . ' klk,4 SiATE DOWMOTARY FEE i' fÂ©. P /7.. '1:.TN, -: 296?, ~Ly '' 9.. 1;.1 4 AN:.&: C i AUG 2 0 884 . . . . 4 - .i#~'F.... ~ . 1 :i:q';AL.,4 ' 11 - :38 .V , 94,.. 941 .-i..t?erY + 4 . it . 0 *'.,.R~:'.4 -.â€¢ ~f~,~,Â·*. p .~~~ftg ...=.... i.fl ~ f allok-by:t"et andnâ€¢-m: 012 w..t Hopkinâ€¢, Aâ€¢ve, colorado *1611 ~9~ Jff:Â« Ittt .4.2 + . 4t r .042 TO HAVE AND TO HOLD the umÂ¢, 1â€¢,lihe, tuth all andhip , a, Inwi#nanMI ond privilâ€¢,0, Ihe-to bâ€¢104100 0, M 44 anywl:c *Munloarl,naininl. and â€¢11 tho â€¢11*. n,ht. title. int,1 tain, whal-wf, of the :M#10Â«4.111,0,14 1- /,quit, to 440 Ihoonly prop.1 -. bgognt and bchoof,1111, Fano.1.1 their tÂ·Â·.r, anda,muns lk,rn. 0 2,9 P. 1- Firâ€ž' 'tkv, 4 -â€¢ L 1-11, I - irl, IN WITNESS WHERBOF, TI~ Pâ€¢-(I) bl, 8 ewÂ¢uwd thiâ€¢ Ird im the diwict 14*th ,tht,ve. ~ ~ ;'4~0 4 3 Â·4 ;, 2. , ' ' .:'36Â£ I 4% 4 .. .1 9 0/. '., â‚¬141 DANIEL SURIN F f . I 1 , ' ' STATE OF ent.ORADO. 3 l... '~0Â·.2 - ~Â· Â· >2 ~- county of Pitkin Thw Aw,t,in, inâ€¢trunwnt *a. a,kn-icd#ed bettwc m, in the ; County of Pitkin .,,. 1,84 =: ,~Â· ~lu ~,i, f St.(cof Colorado . thu, / 7' Jvy of August 1, 0,2: 1 12 l )1 311 by Daniel Surin ...Â·-111;; 9.V. Â¥. Mi #munluium uplm ~ 0/41/ 4 1%36Â· . Witneu my hand and i,flkial â€¢cal. t't : DS#65*YA :+fr, .1 5 : '4 <46 C 0 4% 9 7 71", :Ae 21 +Lc It Â» 1 0 1 , J ..- 9..11 'lf In bcâ€¢wr. imerl 'tl~Â·1â€¢w " ' .. /-,4-:. i, ;4;1., Â·,A :..~~4 - No. 93). R. v. 1Â·04. 01 11 11 4â€¢ 1,&,O ...1.â€¢11 1.1....0 4 J, * - 40 . 1."- 1 1,1, .,2,4 - , vill'.â€ža. ..4 4, ./' :IJ':i ., 'Â·%24*.Â·f :Â·AÂ£44' 2Â·:*Â·r Â·'9,#17Â·-Â·,- Â· n.9Â· ,Â·Â·,~Â·Â·â€¢'Â·-~--9'fri~4~~~f~* 91Â«i4*3{Â¥Â¥Â· Â·, ' 1. .1.,4,% A 1 1 24- 4/4 r 7 -: ...2.,41: , SMÂ©wMECTEO CON,>. AFRON -*!00,25. I. i " 1 -*imu 37' EXINTINOT 24'wlY "PH I 2 Men \ 6,9*410 ) 44>.0 + 4.0. / FILM=' ltv 1 1 '' a / --/ 9 \ - 4, 4 i I ./427 - 1>imzs l 1 .26 . 1 4 exlf â‚¬AURA / 99.5 ++ 105,0 1 ... N \ 11 744- 1.-- V- m 4 1 4 R - /41= \ --1 rklm.2.6 .llÂ£i 4 L- -r---T-- ~ / / EXIOTINA LAVIKWM ROOM \ / rr 9 1 I ExleTING, 1__L BEPRmr--1 EXI STING. 142+IE*4 DO EXI*TIN4< -3 1 11 CLF7 ~â€¢rf',,0 FIAN. 0 1/4 "01'00' N'*'01114c, ~~ 4-' 0*liTCHA MEPB.APAA 4 -, I 1 011 00*/1 - 149]J Â·zkz'U#3 -1 1 1 1 U i Â£ 1 E -EFT-1 114&]11111[11111- ic--2--v ' 1 1 eÂ·MeÂ·<t,D - veÂ·~b~~~ â€ž5.d rlaH 1 Ill r1-l* L - pÂ·16%:,laa,2 92],9Â¢14 MS;N--> /~~~~9,e,+ ArÂ·w)-14 6:,IxÂ·g 11Â¢H , 4 1Â·boft L- Ir- 1 1213Emel-10 41 114--Â· P.WE,4530 . Aâ€¢at4 'PhILL*I)<1 i 11-~l.+ {----~ In O 10 DO - 1 +E U. t. 't . - -Tcl.--/ ~Ir. ~' ~r 11 1137-1--4 1,jil-''t'-T-IT-rlt-11 1 1 I Il I R 1 1 1 1 4 ... , 1~1 '1\4,~~t 1 -j , -- 111111 1 1 1>9\ F 't]11 J.3=.- 1 T 4=2 ,/Nt I'l'NX --2 -1-- F.--f-1 ---2.4 4 .| I hO\ 11 Fl-11 =Er _T :~~~~~ 4&4 U 6~4 C....1--- -le, 11117 Il-0 24=--ci_IF- Â« -|1 - J h + \: - \ \A 1 "i r 2 * f pl mis ,-1 4% 2 Z0 -12 z. + P Pr 4 MI r kim 1* 51 d 1 - 111 11-- -4 r 4 611 1 THS ALL RES. I IDENCE CHARLES CUNNIFFE & ASSOCIATES/ARCHITECTS 4 1, 6 ~ APPITIONÂ·6 4 ALTERATIONS 6 : 20 212 W. HOTKINS Aere-N,COLORApo P O BOX 3534, ASPEN. COLORADO 81612 TELEPHONE 303/925-5590 ?: HOLVW 01 t:22,3 '< - Wook:1 tor~'IAUT t),XE a*167-IN,s , CLE,R-STOGY Nalljocy MaN a enÂ° Fr vi *g NOI-LVA-il -TE HlrIOG 367IH 4/ ! 3 Â£ 49*â€¢S 433-4/ 99h vâ‚¬ 3.LVO t\\ f\ 11 1 q LF- It 44% 1-8 21 1 R %# 41 -*------- - ~l-trri=~-fpPr Tri,--3-Tri0it --_-_I~_I___I~ r 1,~ - 3-~ 4,11 1'' 14 2 21 ' ,, '~~1~ ----- Flo -11__--722 ~ 25 1, '11 FID" > i 11 1 4 1 ,; 1 1 PÂ« :1 1 ! 01 j>12\ 1.1 1,1141 E -122* 1 4. 4 ; 1 i 4 luit_-,2.-1-_214 7/, 11 1 X/----4 - 1 N.11 92 - r'U- 0- 611 I T HGALL 12261 DE NCE CHARLES CUNNIFFE & ASSOCIATES/ARCH[TECTS APPITIONS Â¢ ALTERATIONS 02+2-9/Â·HOPKINâ‚¬ AOPEN, COLORADO P.O BOX 3534. ASPEN. COLORADO 81612 TELEPHONE 303/925-5590 34rl/0 19,%3 NOilVAE-[3 19 0655-526/EOE BNOBid3131 20!8 OCM1O-101 N)<9 *SE XO8 Od Daydo-too ' H NJGY GNI>IJOHÂ·th ZIZ g U 9k .) SHOILY)-31-19 + SHollia<N 9 2 SDBl,HDUV/SELLVIXESV 9 33:*INNrE) 531&1VH.3 ZONg<JIGE.31 -1-lvt)1411 we 83 4 1- --1 L ift Â·* 444_44Â©li \ )AJ': En ::cii:i~i tjqi 'I ti 1 i i . { i' 41_J L].1J.1 j d 6 FI-f ' #-t 7-F 11'J, 1,~ ilkillut 11 - - 11 , j 1 .111// 4 1- -7-4---f-- 1 17/29 w=Ti-[ 'UW) il ~!1 " 11 i Eli- 11 Oil,i %41 i i i ' 44111 1 1: 11.72 1 111 Â»ft 1 111 \Â«\1 111 :i,11 lilizi:1,1 Zi,6 1 i . 1.! 1 1 491,1 lilli., 11-1-1-l~~_1;~ii-~1.3 lEi 11. 1 1 -...11 :11-11111 byÂ· '38/51/4 3ivo ON 13.-S n laD-S a ena, 4,3 ~woillactv MÂ·aN NO IlY,63-1-8 PLLEON - . E-~...E./7--=--- 1 1 14> 1 Ir--- 7=I 4 1 I jil r . 1 T Â· ----1 I li 11._-.u.-..Â· i--41 Â»1 / 1 1 2 m 1 111 1 h 111 L 4411 1 11 k Â£ 13 1 1 1 1,1 it 3 1% 1 i 4 j i Ib ! 1 IF lu 1 i li i '1 T 4 91 eM ITHEALL IKESIPE.NCE CHARLES CUNNIFFE & ASSOCIATES/ARCHrrECTS 38 Af ADDITIOHE, 4 ALTEKAT IONS 3 E C P , 9 ele-W, 1-'OFICI NS ADPEN , COLORADO P.0 BOX 3534, ASPEN. COLORADO 81612 TELEPHONE 303/925-5590 - NEW AOO IT'oN NOI-LVAR-12 -l-GirA Â£ 13*â€¢5 ONI 1 3Â»6 99(S i- 'EviSION . -la 62 N 750 Â» 09,/ f 414, /8 60 , 100-1 .00' A Ass,Arned elev. tooÂ· I. - q 9,2- 4-99,1 9.25 2--~A-Or.3 rA Ir. 6.4 51INGLE S / SCALE: 1~15' - 4,9/ + I 100,0 1 +A+-- 0 1 18,15 O INDICATES SET 9 FRAA,YORY KEBAR + CAP O 9 O INDICATES FOUND tv ~ REBAR + CAP i -1- inclicateS e\eva.- :4/ 4-1*on 07 2 /2. 3 + /0.0 72 m /1-11 101 1 0/ P 1 1 Q P- A/Op ,-r' H//95 498. Legal Description: Lots P & Q, Block 52, City and Townsite of Aspen, Pitkin County, Colorado SURVEYOR'S CERTIFICATE I certify that on August 13, 1984, a survey was conducted under my direct super- vision of Lots P & Q, BIock 52, City & Townsite of Aspen, Pitkin County, Colo. A Frame house with concrete foundation was found to be on said Lots as shown on this plat. All easements and encroachments and rights of way in evidence or known to me are shown. This survey is true and accurate to the best of my know- ledge and belief. COUNTY OF PITKIN STATE OF COLORADO . h. f I h Signed: ,~0~+ f ,l*u,4-4746.,.. i. f k - Sydfiey I.. i~clicome (~14.42.1 ) IMPROVEMENT OURVEY 21,1. TrEN T ' 4#b 212 W HOPKINS /Â·.'-?:4.":.,1, 1 S Tt:r''f.te,_is U 12? f 7 O ' '-9 V~ IN. 'a A5PEN,COLORADO :. I , ' 90 BY: LINES IN SPACE 1 , â€¢ 1 9 1 1.. >' it 1 , r., .. SYDNEY LINCICOME ( L.S. 14111) 0 0. Â· Â«. 7 BOX 121 CARBONDALE, COLO. 303-963-3852 - *ev Lsed_ 2/1248â‚¬*41.4 .. ../,1 AUGUST 14,1984 SCALE:P= Is-o 20 4 39,9 BLE) a K_. 3 2- \NEO-r /-\ t>pEN / Y \1-Al . MA, th 1.1 - ' UOJÂ· JA -2 949=4792 - X 3 \ {Dj N es O -1 -1 ; â€¢ V U 0 17 t ; 14 -3 222- Â· - 2.12.-, /'-7-'--.\,-4-N,-)~-=~. 2â‚¬t, ' ' -9 0 9-J Lo 11 It !l 1 41>Â»Nopt<,24--Â»- -,2 6. SECOND 1 , 19 Z,lj .g ASPEN HISTORIC SITES/STRUCTURES INVENTORY 1980 62-~ 96/ 2 1 0 04, A-OPI<,1 44 BLOCK/LOT(s) ADDRESS INSTRUMENT/DATE GRANTOR GRANTEE YEAR/TAX ASSESSMENT DP--9 1 )3)86 ---6,4 12 r)P Abfuk) JEO61 6 Bi 666 \A)D lup $ Jaos' a Biggs Re, Pi afic>a \KID 10/491 Ftc-- PI Ike.C-a- (7Â»JER .1 '~(ZEd-liS \NP Aky' *2 (-0\AÂ»U PRENT'19 , 301-lk)12-16ro61)~)f TREA-5 P Mi Â°/ 4 k CAN Â»SAO> \A)AuriER 'PAEPC.Ic-E. W Djf 42~62-0 \A)At--IrEC ZPAEPOKE \J I C.:T-(12/ A VE Crofz_ , 134-84 (CIrce- \A)p 3JZ.(#56 3,&,rucIA) BAG) O Eliz.. 4, MAGEE RESOURCES: 1. Pitkim, County Abstract of Lots Books Grantor/Grantee Books Grantee/Grantor Books 2. Pitkin County Tax Assessment Rolls (on microfilm) RESEARCHER: \le~ 6-; b e.*Li>A-3-2-\IKL- JULY 1 50 CONCLUSIONS: ,0 CULTURAL RESOURCE SURV 7-9, -Preservation Office, 1300 Bro 'way, Denver, CO 80203 NVENTORY RECORD NOT FOR FIELD USE DET. ELIG. 40*r r-4 11- DET. NOT ELIG. t' 922 11 - IMPORTANT: COMPLETE THIS SHEET FOR EACH RESOURCE PLUS EITHER AN ARCHAEOLOGICAL OR NOMINATED f Aph 11 HISTORICAL/ARCHITECTURAL COMPONENT FORM. LISTED, DATE I. IDENTIFICATION: 1)Resource No. 5PT-158 2)Temp. No. 177 3)Resource Name Jessie Biqqs 4)Project Name ASPEN INVENTORY OF HISTORIC SITES/ ' STRUCTURES 5)Category: Arch. Site__, Hibl./Archit. Structure_1, Hist./Archit. District_. 6)(For Arch. site)In a District:yes__no_*;Name IVA II. LOCATION: 7)Township lOS ;Range 85W ; -- 15 of -- 6 of -- 15 of SE 4 of Section 12 ; P.M., 6 . 8)County Pitkin 9)USGS QUAD Aspen ;7.5* 15 ;Date 1960 Attach photocopy -- portion of Quad. Clearly show site. 10)Other maps 1-50' scale Cooper Aerial Approx. 60 ftÂ© x 100 ft. 11)Dimensions mX m 12)Area 6,000 sq. ft, sq.m(+4047=) less than 1 acres 13)UTM Reference: (One UTM centered on resource may be given for resource under 10 acres.) A.11,31;13141214:8,0~mE;14,313,914,2.01mN. B.11,31;1314,214,6:0[mE;14,313,913,5.01mN. c.11,31;~314,213x8:OlmE,44~313~913tL0~mN. D.11,31;1314~2 j410,0lmE;14~3Â¤,9~4,5,0~mN. 14)Address 212 W. Hopkins Lot PQ Block 52 Addition -- III. MANAGEMENT DATA : 15 ) Field Assessment: Eligible* Not Eligible Need Data . 0 16)Owner/Address N/A 17)Gov' t Involvement: County-State__Federal__Private__: Agency N/A 18)Disturbance:none__light-moderate__heavy__total-;Explain N/A . . 19)Threats to Resource:Water Erosion-Wind Erosion-Animal Activity-Neglect__Vandalism- Recreation__Construction-;Comments N/A 20)Management Recommendations Follow Design Guidelines V. REFERENCE: 21)State/Fed. Permit Nos. N/A Colorado Preservation Office 22)Photo Nos. 177 ,on- file at (303) 839-3394 23)Report Title ASPEN INVENTORY OF HISTORIC SITES/STRUCTURES 24)Recorder Vera G. Kirkpatrick 25)Recording Date Sept. 30, 1980 26)Recorder Affiliation Aspen/Pitkin County Planning Office 27)Phone No. (303) 925-2020 jo CULTURAL RESOURCE SURVEY Colorado Preservation Office Broadway, Denver, CO 80203 pRCHITECTURAL/HISTORICAL COMPONENT FORM LLI RECORDING STRUCTURES LOCATED WITHIN DISTRICT BOUNDARIES. IMPORTANT: USE IN CONJUNCTION WITH THE GREEN INVENTORY RECORD FORM FOR FOR RECORDING HISTORIC STRUCTURES AND DISTRICTS. USE SEPARATELY FOR 1) Resource No. 5PT-158 2) Temp No. 177 3) Name JESSIE BIGGS House 4) Address 212 West Hopkins Ave. 31 District Name none I. INTEGRITY: 61 Condition: Good * Fair Deteriorated 7) Original Use Residence 81 Present Use Residence 91 Original Site * Moved Date Cs) of Move: N/A 10) Unaltered * Altered Explaint N/A II. DESCRIPTION; 111 Building Materials Wood 121 -Construction Date 1888 131 Architect/Builder unknown 14) Architectural Style(sl. Typical Aspen Victorian Miner's Cottage 15) Special Features/Surroundings:, Typical Victorian Miner's Cottage charactprioting: front gable with projecting bay window supported by wood-sawn brackets. trimmed out with tooth-sawn shinqles in qable and horizontal clapboard siding: cross gable with double front entry (one for main entry: the other for parlor room/special social function- Iiqp); gingerbread porch with turned posts; typical long, narrow double-hung windnwg. 161 Archaeological Potential: Yes NoÂ· Unknown * Explain: III. CULTURAL ACTIVITIES: Â·Key the resource type (ie: house, barn, shed, school, church, etc) to the cultural activity theme and sub-theme category associated with it. 17) THEME Residential 18) SUB-THEME Urban 19) TYPES Single-family 4,45 *+Am io. 5 PT-158 /07 *12:42413 3 -J - 1 1Â¢3 m.kil34(* 1-1 1 1 -' 9.3*410-6141, 'r- =r- Frame Number 5 Roll Number 6 44 . Facade Orientation Front 1, 4 t'. y hill '..4 ..,imIN =- I -4 ./V' ,// ...2 storical or architectural IV.E .. , f merit by checking appropriate categories and justifying below. Include any relevant historical data. 20) Architectural Significance: 21) Historical Significance: Represents work of a master _ Associated with significant persons Possesses high artistic values Associated with significant events or * Represents a type, period, or patterns method of construction Contributes to the significance of an historic district The historical significance of this structure is that it is a typical Aspen Victorian Miner's Cottage (see details on front). It is not so much who owned it or lived in it but that it is representative of the built environment of Aspen during its Mining Era. It illustrates the family/home environment and life style(s) of the average citizen of Aspen which was then dominated by the silver mining industry. 22) List Any Associated Cultural Group: none V. REFERENCES;: Pitkin County Clerk's Office - Abstract of Lots Books (title search) RECORDER V.G.Kirkpatrick DATE Oct. 30, 1980 :r' Thermal Glass Doors . . . i k GA.AÂ«E 1 jtrim . , m j# 9- U 6. ta i.. UU ..,IFâ€žr'.IN 011.m.**wr.~#,i~c' 1/ '.4. - 1- ~ 11.lillityliti#/ 0!.J Aivitix 6 1 11 5031 5570 5571 5118 ~~- 51444 *5001 These Nord doors come with insulated glass. Species: Firor Western Hemlock Sizes: 2'6", 2'8", 30" >< 68". r.4 (5001 also 2'0'9 Et -1 Thickness: 144" . - Stiles & Top Rail: 4966". (5001 is ' manufactured with 546" stiles and 1.i ; top rail). 2.. 1 Panels: Weatherbond. 1-2- 9 Bottom Rail: 91/4 ". .9- -- 1... 1%Â«l === C.â‚¬ ' --- ..saâ‚¬hL,%'62-74 -in *C-GA...414; 1 ~0Â·s,<p~E,42 ace,1 h.1,2'54:)9'~a, :i,7 i': 1 9*il j r,12![p},r: 4 atilifil,3"lk*di . Â· ~:Â· ' r..B!~f?~~~4~1 i '1( C. 11#{Jit)11%{~tÂ· 'r ..1.,~ihic. 'l; :lf 'lit Â·':itiiiÂ· 11961 94#id f 491.:,:h'*jlk r L- 1-012 I-010 1-009 I-120 - 9, 0/. f. Â»i. 54> 1/2" Thick Insulated Unit Four popular grille designs available 4 LA 4 .- .: , " 7 V."Air Space 4 t ~ ~ Tempered Safety doors (1-010 also 20"). Please specify size when ' Note: Grilles are available for all 2'6", 2'8" and 3'0" * â€¢" 41Â£~ / /Glass ordering. Glazed with Putty Both *Does not include Weatherbond panels. /Fl'.ft ! I Lism. L71Â·/'Sides for Superior Seal ~Plastic 1 m. - 4, . Sealant f.4-2412 43% 2 Aluminum Spacer Filled with Desiccant Creates Watertight Unit , F 19 4 + 4,40' 424â€ž71*.4,6:-Â«Â«101'. CHARLES CUNNIFFE AND ASSOCIATES ARCHITECTURE & PLANNING BOX 3534, ASPEN, CO 81612 [L[EFF[EÂ® Â®[F FOBAR,]SDWOFFAL 303-925-5590 Date 6-8-88 ~ Job# 8802 To: City Planning Office Att: Roxanne City of Aspen Re: Smithqall Residence Addition & Alterations 212 W. Hopkins Aspen, Colorado GENTLEMEN: hand delivered WE ARE SENDING YOU M Attached O Under separate cover via theÂ· following items: O Shop drawings [* Prints O Plans O Samples O Specifications O Copy of leller O Chang,c order [1 Copies Date No. Description 3 ea. Working Drawing sheets A4.1 & A4.2 TliESE ARE TRANSMITTED as checked below: O For approval Â¤ Approved as submitted O Resubmit-_copies for approval 4 For your use O Approved as noted O Submit--_copies for distribution 0[ As requested O Returned for corrections O Return__-corrected prints O For review and comment O O FOR BIDS DUE, 19 0 f'RIN1S RETURNED Afl-ER LOAN TO US Remarks: Roxanne. As we discussed by phone yesterday, these sheets show the building materials, etc. to be used in the. construction of the addition to match the existing hon ge. Please add these to the prints T gave yon last week. Thanks. Copy To: Signed: 1 Janv6r C. Derrington, AIA I I 1 1 11 1 1,1 1 . ... I . : :. ' 0 -i i:,1.1.29**44'Â¢* S ' , I . Aâ€¢ f:. - . 1, -t r- 9 4 13*E 2.4 2 ~Â»~ .~- 1 #4 5,18'< , t '15' 1 # li YÂ» .- 9 , MAF '. i . 'il '1 4111.4' - f '' r 1- I ~-A .*vi 31 - 5/4 4Â¥L-- 'Â«- P I , *. 924:53Â¥a~~~~~~~,~~~â€ž - F 1.1,14*~ ' Â£ 11- **l 1*1_1_hl -4 11-0 -Â· :3.2~ 3 a t...2.:%*144 L 1.:~0~. 04.1â€ž 4. ~, g 7 , 74.-@401/imi . A - .% 922....=.-I - k ' 2*i/3Pfn7p tb 21)PiM(4, 1,4 ,;*ir :M'â„¢,Aâ€¢'bl I . 44/ i my . 4 Â£4 'gr . '5 5 . 31 60 :.3 M I *.*.. 1, 01~7 0,-79*-41 14*Ee,au ..., Â§1 1. '' 0 U.I., 0-Â· I *r7=e-**i#24~r~*6-,9,/ -ttl 6/vi -2.N+1421* M .17 \ %L - 1,14* .4 . , , 31,7 - , --&. I'.&-Â£# ' 2 WrfILLLIL+All-##M ./, ~~-fe 111-._._~ u-- - 11- - Ir .. - â€¢7 Â·Wy.***1*143*?*99%0~54*4**4*4.~.4~.: 14*31,4.*u,115**6:tailifyÂ»ffÂ»)17.32'frf..4.Lt -Â·-r- .0= 1,2 t> 30%9*2Â»9 * I . 31o:4. *f . 't:'.'Â·. 4 $#Â»....16 , '... ...t I. e. , *,65 4 t.,Â»r,/4 . â€¢ , *4-4 7.1/ Â· /,A . 17 r 4 zix".,".2~2'. E~.~3~D < ~:0 +~.uili ... 41- ...3 , 4,1&,18 8 . 4 \1 '.- 1.7 .4, 'I# , 4... /4.44 -- It 0 422,/.Ii/2 - I : it .Â·:;d "/1 4.Ad .. t . Til 4* - 4, 4, 11 - .- ~ 841 94:m xy. 'Ey 2 11--N-4. r , 41 1 r . '11 -1-' 1-8 --a.! .~* 2- , *lk< P j >3:14- 1 ~0#- 1, . LF 8@1.fs-Lt L 11 4, ce~iyUMÂ» f j Il 11111!Li *i 4.....4 .... -Â· I - keâ€žVe- tti, 41 K V ....1 &,r 141 1. f 2214~ .~, ~~~~~~61~**,~.~,~7-FI-*i-I.'~4~ i~ j ~er;Zi13" Cil~ ~Cj 2.U~~i Efj,fih. -'~=-~-~Fl f ' -=77 -t -4*.f - G /4 'Al... I.EÂ¥ .. i.k I ... . . .. I . . A BEAUTI FUL CASE FOREFFICIENCY. No matter how you measure it, the Standard jamb width is 4%6" and and screen. Multiple units have a Marvin Casemaster ranks as one of jambs are a full 1%6" thick. The continuous one-piece subsill and the finest wood windows in the sash is 13/4" thick, with corners slot top easing. world. It has clean, good-looking and tenoned. Glass is held in place Double weatherstripping and lines; many glazing options; strong with wood bead stops. unique frame design give the energy-saving qualities; extra heavy Each operating unit is equipped Casemaster an extremely low air frame and sash; fingertip operation; with a cam action sash lock (two infiltration rate. Insulating glass or a large selection of standard sizes. on units 56 inches high or larger), Low-E glazing cuts heat losses There are five basic widths and a dual arm entry guard rob gear through the glass area. As a result six heights in 1-5 wide units, bows, operator which makes any size unit the Casemaster can reduce bays, and picture combinations. easy to operate, concealed hinges, heating/cooling bills significantly. CASE MASTER. . 1, 1 - I 'llt 1 0 : Â· fr~Â· i#St-Ir 14441 141 h IN'I Â·' t..7.- 1Wi 11 lf, r i./d:3 IN E#Â·.A,?r-Di Double weatherstripping li~ , 12' ; lowers air infiltration. Optional Low-E glass â‚¬ : 2 |*f k..: further reduces heat losses. - 14\\11.:p \.1 .,~ 1 1 \ y 2,2 - - .Fr.4 41 ..:9 3 N rk. bÂ· 1 J A..Â·42 rt. 1 I K # 9. Sash and frame are made with 20% 2 / fyi j ; fit --1 to 25% more wood than our leading A' 1 4 0 0, 1- competitor's for added beauty, â€¢===----,m,/.M""m'~ 2 .4 / Le.la durability and energy efficiency. i 0.1 1 /-Â·Â£ 1 Â·4 Roto gear operator has concealed dual arm hinges to carry more weight while still operating easily. . \ \.4 1(4 41.\4% ... . 11 Sash opens to 90Â° angle 4:.1...4. . +1 for easy cleaning. I. p OPTIONS: Jamb extensions, factory applied (4%6" is standard)/Clear brick mould casing (non finger-jointed)/Flat easing/Aluminum flashing, white or brown/ScreeÂ· aluminum surround in white or brown/Diamond or rectangular grids GLAZING OPTIONS: CA" insulating glass is standard)/Single glazing/Single glazing with removi energy panel/Low-E glass/low-E glass with Argon/Authentic divided lights, single glazing/Authentic divided lites, single glazing with removable energy panel/Authen divided lites, insulating glass/Solar bronze glass/Solar gray glass PREFINISH OPTIONS: (Bare wood is standard)/Exterior prime 1-72 (White), XI-82 (Bahama brown), XL-92 (Pebble gray)/Interior prime 3 ONE GOOD THING AFTER ANOTHER AFTER Q ANOTHER AFTER ... , No line of fine wood windows ever Stack & Strip units are available tenon corners. The glass is held in presented more creative possibilities. with your choice of three kinds of place with wood bead stops. Each Take any of our 28 Stack and energy-saving glazing: single glazing operating unit is equipped with a Strip awning units and combine with a removable energy panel, screen and a five position Leverlock them with any of twelve view units insulating glass, and Low-E glass. operator so the window can't blow to create small, gem-like groupings Excellent weatherstripping virtually shut. Inoperable units are also or big, breathtaking arrangements. eliminates air infiltration. And the available. Or pick from the many heavy wood construction reduces Factory assembled multiple units arrangements already designed heat transmission through the frame. have a continuous, one-piece subsill and shown in this catalog. Standard jamb width is 4%67 The and top easing. sash is PA" thick with slot and STACKAND STRIP AWNINGS. k.- 4..2 Ci 7dy i 04- *,Â·:'- ~ '.-61~%*I.. 444.:i --i.. 4%1-2-WX~~~ rAJ-dWA=litÂ·f{Â·.c: '-Â·Â·Â·Â· Â· -2Â£.:<2<-:-; 40*b.-17 7 . fri 9 ~PA".tfÂ·~ko ' ~'\ Â¥k*4: i i it\ 14 ,Â·:~tyÂ¢19 ,>424*:11...14.. A- -' ?fi )pt.1.~Wl ('T/3 ''fM#.4, ELLY. 1 1': Â· . 1- â€¢1/ M i:Â·-1.--1..~. .~*.4f&/~',4#,~ ,~/ .z=Â·.-Â·.r 91 :.. i.?t f..;:/4.JA.r,C~A:U:i,;21;~7::1.. - ' 1 -,1 4 Sash can .. be released 10.t i p to pivot for _ , Â·~Â·.Â·2Â·9'â€¢Â·-16:3bs:&.~ //2-4*P,1.- 1/"84Â· I,-WN! 44-â€¢ .'--f*0Â»*'Â· 'Â·Â·Â·/C.4* V 13/4" sash stock provides Â»nÂ·' " Â·' Five position Leverlock operator, ="IllÂ·' ' Weatherstripping reduces air durability with beauty. prevents windows blowing shut. infiltration, cuts energy loss. OPTIONS: Jamb extensions, factory applied (4346" is standard)/Clear brick mould casing (non finger-jointed)/Flat easing/Aluminum flashing in white or brown/Screen, Â·~~~~ aluminum surround in white or brown/Diamond or rectangular grids GLAZING OPTIONS: (34" insulating glass is standard)/Single glazing/Single glazing with removable energy panel/Low-E glass/Low-E glass with Argon/Authentic divided lites, single glazing/Authentic divided lites, single glazing with removable energy panel/Authentic divided lites, insulating glass/Solar bronze glass/Solar gray glass PREFINISH OPTIONS: (Bare wood is standard)/Exterior prime/Exteriormelinish-XL-72Â¢Nhi*/XL-82 (Bahama brown)/XL-92 (Pebble gray)/Interior prime 11 1 11 1 '&&56......M'ma"F#-1_'~~~t'f'~'lj,~,i,- 1%4%#l=Mat 1 1 , 1 1 1 1 ./.lu:iu".1429216/1 14'. tÂ·.2.9 - L 91Â«4 ti,NfaL:.Il -Il - R ji- t.''- 1 4, '11=14 ek-/ E- 4.11. . 4.. b ... 1. I 1--~~-"~.-'"it?~-,1 '+644%'03.' p ..11Â·1 7'.1 I r 14 1. r '~I, IÂ· 104:A *. :lub.*2- iÂ· 4 . *#mo - 44 + d . 0 1 4332:Oil 1 1/lill . * * 4.~ I.. i ....... - + 4 400.- 4111 - *.77 ' & : Vilill/'ll ' 5 F 1 ,--IrL--17 -~ 2.- ~6 6762643&,#5 ,74,4=4*-.41 = , 64,2 - -u '-:*7/,/ii...minin....99.-I %'/1......'t-/-//./.'- -1 â€¢1Â·' t. . . . .. . . .11 ..}= 4,4 -1-4.1. 1 - -- r .ilm r k Â·Ir':1<) mimiâ€ž1 '4 .ne. 3 1 .*r #18/ya./. ' . 9~M;-â‚¬1 , 0.= *wy ....Â·Â·. t.**i. 11629 r.... .0.Â·r' -Â·iÂ· 11 f= r A.447-1 1 i , r . 34â€¢ R-JAR -rr~ZE~ .Irk J ' , 7 ..17' 4 1 - - -1 L , 7 7 +P' 4 1 lin . 1 2 il . - r- ~ 4.-4 1.15 For details and sizes, see pages 22, 23. 13 0'' 440Â¢'45 6~.13:2113* lili mansion industriee Cs LIST CTN. WT, '11:v,AE.1,Â·=p '.L .,. 1. . 14 ,Â·6'.f.,trili 4 PER PRICE WORKING .,7.,K r.Â·J.F CODE DESCRIPTION CTN EACH COLUMN :i.Eliti - t 4 I Hip*,f/t STAIR BALUSTERS *i.*D.,59- SB41-30 BALUSTER HAMPTON 12 5.39 13 ly." 1114" 174" S841-36 8ALUSTER HAMPTON 12 6.49 16 5''lf:t:'Â£ NET NET NET SB51-31 BALUSTER TRADITIONAL 50 3.99 30 F U s851-34 BALUSTER TRADITIONAL 50 4.19 31 1,<,1 r S851-36 BALUSTER TRADITIONAL 50 4.49 33 Cf 7/ S851 BALUSTER TRADITIONAL 50 5,19 38 S851-41 BALUSTER TRADITIONAL 50 5.69 41 ,er k.'.. SB61Â·31 BALUSTER COLONIAL 50 3.99 .27 SB61-34 BALUSTER COLONIAL 50 4.19 28 Â·Â·Â·.4 SB61-36 BALUSTER COLONIAL 50 4.49 29 SB61-39 BALUSTER COLONIAL 50 5,19 30 1.d= SB61-41 BALUSTER COLONIAL 50 5.69 31 43:~ 4. Â· Â·Â·b SB81-32 BALUSTER PLANTATION 50 3.99 34 l. . . "Pl SB81-34 BALUSTER PLANTATION 50 4.19 34 . Â· gru SB81-36 BALUSTER PLANTATION 50 4.49 36 2 'i*Fi SB81-41 BALUSTER PLANTATION 50 5,69 42 ' A'U. +*b U _ c P , ..: SB-41 SB-51 SB-61 SB-81 - CONTEMPORARY SOUARE BALUSTERS ..Z.. 1/ 04 1'7' P232SQ 2" x 2" x 32" SQUARE 12 5.35 P236SQ 2" x 2" x 36" SQUARE 12 5.69 18 P332SQ 3"x 3"x 32"SQUARE 12 10.79 36 UÂ« P336SQ 3"*3"x 36"SQUARE 12 12.14 40 '~4~ .: 6891-31 11/4"x 194"x 31" SQUARE 50 3.19 Ill# :, 47;- ~''W SB91-34 ly."xly."x 34"SQUARE 50 3.35 52 4,0 SB91-36 11/4" x 11/."x 36" SQUARE 50 3.59 55 - S891-39 11/4 "x 11/4 "x 39" SQUARE 50 4.15 60 SB91-41 11/4" x 11/4'x 41" SQUARE 50 4.55 63 - .Â» t Hall nowels @ 70% of whole newel costs - l.k,<t. STAIR NEWELS packed 8 per ctn. SN1-48 NEWEL SALEM STARTER 4 36,79 3Q i ,-.~. SN1-55 NEWEL SALEM STARTER 4 44.79 E ~ 94 SN1-64 NEWEL SALEM LANDING 4 51.39 42 U\N SN2-44 NEWEL CAP STARTER 4 36.79 24 ' ..:/544. :oaB,lfA SN2Â·59 NEWEL CAP LANDING 4 45.89 36 - -4 is -1 SN3-44 NEWEL CENTER RAIL CAP 4 36.79Â· 16 SN4-44 NEWEL TURNOUT STARTER 4 36.79 12 SN6-44 NEWEL VOLUTE STARTER 4 36.79 12 SN7Â·48 NEWEL TRAD STARTER 4 36,79 31 -9.1,- SN7-48H HALF NEWEL TRAD 8 25.69 - 31 - SN7-55 NEWEL TRAD STARTER 4 44.79 SN1 _ SN3 U SN6 1 SNS 1 - SN7-64 NEWEL TRAD LANDING 4 51.39 43 37 -1* SN2 SN* SN7 ~ ~ SN9 SN8-48 NEWEL BALLTOP STARTER 4 36.79 38 SN8-48H HALF NEWEL BALLTOP 8 25.69 38 V SN8-64 NEWEL 8ALLT0P LANDING 4 ' 51.39 55 -* SN9-48 NEWEL CONTEMPORARY 4 36.79 38 Â·...0- r. 4 L SN9-64 NEWEL CONTEMPORARY 4 51.39 56 SN9-48H HALF NEWEL CONTEMPORARY 8 25.69 38 NEWEL MOUNTING PLATE 10 8.99 10 %-. /0 - ..1 SR810 RAIL BOLT W/PLUG 48 1.99 5 OSNPA OAK PROM NEWEL ADAPTOR 1 9.99 1 1 . SNMP4 SNPA SNPA PROM. INTER. NEWEL ADAPTOR 1 9.99 1 SNPG OSNPG .49 1 OSNPA SNPG NEWEL PLUG 1" TAPERED 48 OSNPG OAK NEWEL PLUG 1" TAPERED 48 .59 1 ~ RAIL-BOLT X,"x 4"w/PLUG 0SN7-48 NEWEL TRAD STARTER 4 56.99 33 .Â·:*b j SRB10 OAK NEWELS 3"x 3"Net (Shrink wrapped) ./ 0SN7-55 NEWEL TRAD STARTER 4 66.99 40 0SN7-64 NEWEL TRAD LANDING 4 77.59 48 OSN7-48H HALF NEWEL TRAD 8 39.89 32 0SN8-64 BALL TOP NEWEL LANDING 4 77.59 55 0SN9-48 CONTEMPORARY STARTER 4 56.99 45 A) . 3 0SN9-64 CONTEMPORARY LANDING 4 77.59 60 >,L 0SN9-48H CONT. HALF NEWEL 8 39.89 45 ./.al.1/W - TRADITIONAL - SEE TURNED POSTS 1.1 .YeF~ . Ill~mansion industries Â¢0~04*I+Â»g?~11#Madl,ep~~:~r98,~~,~/~~Li~**fl~ STAIR RAILINGS bicl.famef*fllf~0 141iblh54Chpel?61valldblilly wheh ortlering. LIST PCS LIST CTN. WT. Call toll lieebid##!11 1.20-,1.1 '1 4-1 '4~0,** 'Â· -jr,- ' ''.'- ' '. PER PER PRICE 1 WORKING CODE DESCRIPTION FOOT CTN EACH COLUMN R82-16 RAIL BOTTOM 1%" PLOWED 1.99 4 31.84 27 RT2-16 RAIL TOP 1%" PLOWED 2.79 4 44.64 36 RT3-16 RAIL TOP 21/2" PLOWED 3.59 4 57.44 47 148" C RT2 ) 1 Â¥8" RB3-16 RAIL BOTTOM 2Vz" PLOWED 2.69 4 43.04 40 io--0 -1 SEE ~15~" ~ SHORTER LENGTHS SRF3-4 FILLET 4 FT, 194" , .50 24 2.00 7 1 -_RT,4 } BALCONY RAIL FOR SRF1-4 FILE 4 FT. 1%" .50 24 2.00 9 SRF4-4 FILLET 4 FT. 20" .75 24 3.00 13 SRBT.461 <RAIL,BOTTOM(1%'f.PLOW/:i.42 .:)1.99'- .2,42Â·. +.'11.94$, ..@l'**Â¢.,~':Â·~. v. i,0**15 23 SRB148'5 ,Â·RAIIABOTTOM 1%". PLOW:e Â·,),4: (2?.2,19 ,'~â‚¬Â·~4:<Â· i. 17,52Â¥ Â·;.9,~?,"C ~ .f'k -Â·>'AMÂ¢~20 SRB1-10' RAIL BOTTOM 1%" PLOW 2.39 4 23.90 t- 1%.4 U y. 4 1-292.-4 SRB1-12' RAIL BOTTOM 1%" PLOW 2.39 4 28.68 28 i i SRBI-14' RAIL BOTTOM 1%" PLOW 2.39 4 33.46 35 SRF 1 FILLET SRF 3 FILLET SRF 4 SRB1-16' RAIL BOTTOM 1%" PLOW 2.39 4 38.24 40 SRB3-16' I RAIL BOTTOM 1 y. " PLOW ~ 2.39 ~ 4 I 38.24 I I 41 , aterIOTHER LENGTHS SUBJECLTO'AVAILABILITY.Â»Â·:CHECK WHEN ORDERINGoÂ·Â·Â·52**4**t 41*" 4 â€¢ Ki 1/."4.- â€¢ SRT2-Â·6-3 .RAIL COLONIAL,-'Â·f.t.Â·Â·Â·Â¥~,91,Â·*71(iÂ·. 0/4.'191 41#4*0 ,<25214'4Â· Â·'*M"S. ~* -%9,+4*02 4 1Â¥01 SRB-1 ) 0 1%" C SRB--3 ~ SRT2Â·-8 , :'RAIL:COLONIAL.:,6. Â·. :44'07. 1%4.39 Â· :974Â¢, ':35912 10 14...):,4., - ,Â·vÂ·, :>Â·cÂ·:,Â·42441 / 11\ SRT2-10 RAIL COLONIAL 4.69 4 46.90 42 E--214"- SRT212 RAIL COLONIAL 4.69 4 56.28 49 , SRT2-14 RAIL COLONIAL 4.69 4 65.66 57 ~2'/4"-| ~-21/â€¢ "-/ | SRT2.16 RAIL COLONIAL 4.69 4 75.04 63 |-2 14 "-4 -N/h SRT3-16 I RAIL COLONIAL 11/4" PLOWED 1 4.69 I 4 I 75.04 I I 61 \ SRTZ / 23/8 2%" J SFIT3 / 23/," ~SRT4 < '?'MÂ·i'*OTHER LENGTHS SUBJECTÂ·TO AVAILABILITY:-CHECK WHEN.ORDERING;i.42,561.* -~-921573-' SRT#-,6,44 (RAIL: HAMPTON.1%" PLOW '** ilt#4,19* 5.0444Â· Â·:25.144 4,45,4'41 2Â·. 45~144*22 ~ tl lL â€ž SRT44$ ? RAIUHAMPTON -*Â·PLOW#94Â· 3Â¥4.39 64 Â·'1 1,35.12'-; 4%4;38~iÂ·MeÂ· '2*Yâ‚¬*07 SRT4-10 RAIL HAMPTON 1%" PLOW 4.69 4 46.90 35 SRT4-12 RAIL HAMPTON 1%" PLOW 4,69 4 56.28 45 SRT4-14 RAIL HAMPTON 1%" PLOW 4.69 4 65.66 48 SRT4-16 RAIL HAMPTON 1%" PLOW 4.69 4 75.04 55 SAT-5 COLONIAL BENDER RAIL w/GLUE FORMS* *For making custom curved rails on job site. .SRT5-16 I BENDER RAIL I 22.00 I 1 I352.00 I I 29 6$14*OTHER,LENGTHS;SUBJECT TO AVAILABILITY 2- :CHECK WHEN,ORDERING.'4Â·~ Â·: 1:.3.Â»4 Prd PWR-'6':i.4 3 PROM.WALL;RAIL,%03-Â·Â·t'~',4,+,t'~,1,., i'"pÂ·~2.39: '467,> "214.34'3 44:,9*f:.i,j. p.w<,0**21 PWR-8' PROM WALL RAIL . 2.39 6 19.12 28 PWR10' PROM WALL RAIL 2.39 6 23.90 35 10 PWR12' PROM WALL RAIL 2.39 6 28.68 41 PWR14' PROM WALL RAIL - 2.39 6 33.46 49 -41%" 1.- PWR16' PROM WALL RAIL 2.39 6 38.24 56 OPWR-69 ?PROM WALE RAIL'OAK:,09->-7 -,1.4,419i 67,6:t 25.143 **f#'Wri fY,61*0.9 OPWR-8' PROM WALL RAIL OAK 4.39 6 35.12 37 OPWR-10' PROM WALL RAIL OAK 4.69 6 46.90 48 OPWR-12' PROM WALL RAIL OAK 4.69 6 56.28 57 OPWR-14' PROM WALL RAIL OAK 4.69 6 65.66 67 OPWR-16' PROM WALL RAIL OAK 4.69 6 75.04 76 Â· -T PWRB1 WALL BRACKT BRITE RETAIL PACK 12 2.99 3 , PWRB2 WALL BRACKT ANTIO RETAIL PACK 12 2.99 3 WRB1 BRACKETS BULK BRITE 24 1.99 5 WALL RAIL WRB2 BRACKETS BULK ANTIQUE 24 1.99 5 i /Nit , WALL AAIL BRACKET 88 Con* O ~le. -h- - â€¢1 - t Ill""'PNOgt-:*u:.:1:.3...'Â·eaeÂ¥#rj.. . . .:7. ...m, I.........../...9-9./Pi, I Â· 0 - w ~b-- i )lee aleg= , -- y .#Ili ---, I .........~ 5.,C... 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Z /.. ~10 1 ./ Ii- h.Â· 4,321-El" /1/1 - .'.. 1 4 - 1/--1dbiti *fa v fill' 1'' Â¥2Â·U.Wip"Ilâ€¢-901 9, 1 3,6}(FL jdl:.1 1 ..'.Rt 'mal....1 ZL./L-_8 - ~ 920 M. r,4 h -- .0 1, %77 !4 f . - 7. f , .1 E~,2 f f 0 M., U. Er- / 1.1. .,6.j? . , ./ Upi=-W Ar. ../ U. . 1 ./Fb ..1--4 . ...le C . idal:34 6.. k.\1 Ma ..I 11 0 Â·1 Â·39 0 - - Im#rn.a a /11 , E ./ 1 I 4/ * . I 1 4 1. 1 4- t * / rke- I Â· ~ 4. A . . t. m. . . , 1. I .. -_~ - ~ .,~ i~,~ ~ 437}0:, . J..1.:.TRitÂ·.iuj'& ..0Â·...... ....f .i .*-112{2"2.-111.11'*/,;cÂ·...t .~~~ ' . :44 W:.~t,1,- V. . L.. 1 1-n--L.~ &." 43*RIâ‚¬~~~~~m~a.i. 1162 1164 1166 5. , M 9. 1 I.: 4 11Â»4 lillill SOLID BRASS ;.-'...Â· *4,21......â€ž,6,%4.':, 1 -r-V' , . Â·: Â·Â· 10 Cat. Body Top to No. Finish W. Ht. Ext. Outlet Lamp . 4 ' re*10*/ 4 1025 A.B. or P.B. K 161/~2" 6" 1014" 75W r' . 1 /Â· i,impr; 1. r. \1 .: I -V f t 1 ~ #9 0 1035 A.B. or P.B. 61/2 " 19W' 7" 11 W' 10OW h 4 T. I . t,PerÂ· Ii.er I.10.745'. p. 1162 Olde Bronze 744" 11" 9" 4" 100W ,""6#41 -11,95-, in .,\ . .4 z.. I â€¢9 0 4- .-/1-t:4... 1163 Olde Bronze 534" 834" v a. All 10OW ...il. --9= . I 4 41 I I .&119;~%Â· 1164 Olde Bronze 544" 11" 9" A â€¢â€¢ 4 I.C . 1. 1/7 0 1165 Olde Bronze 71,4' 81/2" 9" A 11 10OW Ell:M, 4 5" i -h Â·r - -lIV~' 2 1166 Olde Bronze 914" 1134" 1014" 100W 1167 Olde Bronze 714" 83/4" V 4,4 a" Al 10OW 4 . 22*- 1~k Ir ~-. 'Wk:.1 - 1r +6 1025 1035 11 ~ 56. 5.2 60,2 5.2 . ' REall> 9404. ENVELore :RER' 5 51/nht,9/ DET),4=01<. ALLEY HEW #Ag.AANL 4- DEPF 60,0~PKÂ·ofE LINE- N76'01~Il"W , 109.0 ,~- *Â¥R~<CSWITE 0 . 0,9 c, EXâ€žAPTION -O -*2 + '00' 1 -~i #i aw lit _ - KEQUIREP FYING:ml *11 11 J... : 0 44 IL-Pt r-16, e ET eâ€¢,ACMÂ· E d Ougge.MT ZONINIA Cc 0#4#74*k -1-451/ : J1 Ul,14,112 -- 2-1.7-1-==- 4 0:11'illy! / 1' 1 1,1 JA'fil~Â·i --4 ~ i U'dr FLAT 124XDF'h 4 2.#. 0 14,412 -----S CTÂ»/0 910%1 3 1 i t Ae-4/ Pec,KÂ® 82(4 cLEA!â‚¬*~~~RY 3 - M 'ILL'-,111 ~~ 11:b-~*'4 FLAT. .21%13 14,~,r.~ 02-2 Â· ex'cl M.NOBAâ‚¬+1- 4 .; 0 ~ ~ #AP~rog>,3 49,6 MEMT [H'rD IKENWIKE'P 7.1 1 68-74~41< *1:li;..1:j :.r # 9,1111,4 01:! 1 1 ;'11 1; 43! U.1 Ill'" 0 1 4 W 11% 0 1 2 U ~ 1 2~-Exlq *TCHE P- 1 -0 R 'Ir.,11 11 1 1 E 1 1 i 111 1.111 ~-961 i 1 Bii - _ ._ L fe f '1, 1:i,1 'iÂ· ~~ 1 1 1 lili 1 *-# ~1Â·4' E-*le'TING, p e -'-1-DET#Aci< -CURRENT ZON 1 H4 con P.EQ~â‚¬, 370.0'CON,DIHE- FRONT * REAR YARD 0 65:re,AC+4 Â£ 5 01 X -t-- u f h,wv-Â·0-'1 C U 610.47 FROP. LUNC Hop<IND AVE N U B 6 ITE- PLAIN - 1 "= Id GENERAL NOTES 5 1Â· IHFog,AaÂ·rioN *HAWN OBIT+Ile erre pl,AN 16 DAe,ED ON A SUBVEY PAE#'ASED DY "LINE.e IN SFÂ»062 6/14/84 + UPPHTED 2/42/88 3 Fog LOTS f *62, BLOOK 62.,c[TY Â¢ TowrieITE oP Aepe-H, FITICIH COUHTY,colo, 2. + 100.0 114PtÂ£:0,Tee *POT 44â‚¬PE gl-EVATIOND N 14Â°50'49" E BN 11 -4016:1 , 0-001 gdo'IENAN.3 -Fic-Eg - - La a - 1 HP 47 212 W. HOPKINS ST., - SMITHGALL RESIDENCE-g~0Â¢0~ 5 22 /13 jo --4 4087.34 pu- H ZOO- . 1 f-, la P 1 f v 7 I 09' Ir REVISION Fbi ILPirÂ·16* PERAIT I APP'L-,NO 1'20'54 Rev, 6Â» 1/88 1 1 1-=---1 . ~ /CHARLESL\ 5.01 60.2 .ad J ~| CUNNIFFE ] , '' e,LOA, ENVE-LoFE -950' 9 Ram'p 497Â»SIc ALLEY *TID.,DIL NEW Q+12.A,AWL + DEPRAA, â€¢ :' I ~~~ ADp'71Â°14 ,Â»Ropos,ac, - -- 60,0' PRoft LINE- N75'01'll"W 1 lap. 0 eâ€¢Â·rÂ»,0Â»- 9-Eâ‚¬LAIRS* -- =~9 .*loon - Ef- 0, P.C. EXEEMPTI ON -- 1 4[ Ce 4 m 1 0. . 6, Haw *.ING,urreg- 41 N.75. 21 1/,v/1-15â€¢AT TAYâ‚¬* 100.26 160.2 5- LA - 4-KEQUI.60 PRING'ml- 4, SITE, AREA & BULK CHARACTERISTICS , 0 VUIL-piriar SETRAGÂ» 13-r i, nx'a 4 -ilt /20 7 1151~111!plli== -tÂ» ' d ouggINT ZOHINA cop. /8/5 / |C>c,-2-60!00, - lit!IN- 4 ZONING (R-6) 0 l A -* - 1. . - L-ot Area: 9,000 S.F. lilli!. 11 14*Â¥-Mt> . . 1 ASS:lifACd aiâ‚¬V. #CDOÂ·. .1 , Existing House Floor Area: 2,205 S.F. 111 111 . 1 - [ 4>11(01 + 1 H40 LATION -al--- 49,6- +99,1/ Proposed Addition Floor Area: 687 S.F. *44[$14,2, c:4,rim, ----3 "liil~"1' 1 114,//''f,6 4'[1 (exempting 500 S.F. for garage) 9. RS- To BMMIAIH 2 -54-ory Proposed House Total Floor Area (FAR): 2.892 S.F. -- 3 r + - 'R Maximum Allowed Floor Area (FAH): 3,240 S.F. I .- :9111niAit#ftilt- --- kÂ·4--,63 BU l' E. 4 Proposed Site Coverage: 2,243 S.F. -1- 1 L 4*14 FLAT Roof Â« 6!NGLE (TWO STORY ) .Â· ~ / Allowable Site CoverÂ·age: 2,400 S.F. lt_HEW PECKâ€¢ 4 SCALE: 1%15' 2 9 - 4,9,1 eMP flaR...) 0 // +98.75 Proposed Height of Addition: 24.50 Ft. 1001 ~ INDICATES SET R44~TORY 4 (at medi an point on pitched roof) 0 4114'11 0,1 6 REBAR + CAP W y r/. Maximum Allowed Heioht: 25.00 Ft. 1 Â· ex'or GLEAR.61*9 -~ ~ ~9 9325 98,1>'~ i Cat median point of pitched 1-oof) O INDICATES FOUND 4/ 0 2~ 45.,9 I REBAR + CAP 0 ~-1â€¢'4 FLAT ' 4 dt + tncfic.,04<29, e\eva.- 3/ Total Front - Rear Yard Setbacks PECICâ‚¬ 1 1 u â€ž 0 7.00 Ft. * Proposed: 23.75 Ft. * , FRE - 2.*'4 ANC.gÂ¢,464-1- - 1 bul'Ill' 11 2 1 t Minimum Allowed Total Front - Rear MEMT }H'ID IKEQUIRED eETA,GA . Illa lilli 1 Total Side Yards Proposed: 0- Yard Setbacl<s: 30.00 Ft. W '.1111111111111 Minimum Allowed Total Side Yard MFLE Â»* d f - Setbacks: to'.00 F t. - | Variance Setback *With regard to the encroachment at the rear and west side 101 Â· 999 6 I & 4*1 j 0-/uJJ \3 ~ 1 lilli.P-- EX'al FITCHE P Id 1 - 1-2,8 3 ,O.0 2 yard setbacks, we a r- e utilizing the H 1 1 IN + Incentive allowed with the (Proposed) Historic Designation. 10 -0 1 , - 1,<15 / m 9 1 : 11 illill h 1 - Id ... ' -,1,3 l +1 10 0 _1 1 2 ge,- =35 4 .1 M - 1 1.....1, , :1:!!1 1 11 111 , 1 T , 1 27% + U.--6/ n A '.LA A. 0 Tl / 41/ Xt- - C ~1111%11,11.1 ,r\n ) aPfrohIWIN:'0 '-A 4 :1(Di'IL__2 - ----1 feqa.3 ;1 5%*4_1068+ e 98.4. +911/ Legal Description: Lots P & Q, Block 52, City and Townsite of Aspen, Pitkin 4 k A A n i County, Colorado ,11.4 ExleTINO, U ~0Â« 20 Y -Â«-957*AOM SURVEYOR'S CERTIFICATE GLAZ I NG AREA TABLE Â»30 - t~ A 141 '1162, LU I certify that on August 13, 1984, a survey was conducted under my direct super- <-_-- 0,11*eNT Z.ONINA copE A. PROPOSED GLAZING AREA (Existing + New): 10 1- e -O KE:416 3,0,0430/160'HED vision of Lots P & Q, Block 52, City & Townsite of Aspen, Pitkin County, Colo. PRONT * REAR YARD A Frame house with concrete foundation was found to be on said Lots as shown on '5.0 - 0 this plat. All easements and encroachments and rights of way in evidence or Case 1 Case 2 known to me are shown. This survey is true and accurate to the best of my know- ledge and belief. South Elevation: Exempt 209.53 s.f. East Elevation: 75,63 s.f. 75.63 s.f. cit>98.e 10+90 COUNTY OF PITKIN North Elevation: 38.83 s. f. 38.83 s.f. 1 60.0 FROP 1-1 NE STATE OF COLORADO West Elevation: 26.35 s.f. 26.35 5.f. Total 140.81 9.f. 350.34 s.f. - HOA<IbiD AVENUE Signed: ~,6?1~ 4 (*(.4,-417,&.A- SyÂ®eyÂ· L*ticome (L..Â§411.11 ) IMPROVEMENT 5URVEY B. ALLOWED GLAZING AREA: ..1 1 -1, 1 140 .<el D j */, -7 1 '1 - -1,1> 6 ITE- FLAW - 1 "= IO~ 212 W HOPKINS 1. Case 1 A5PEN,COLORADO Exempting south glazinc.i ( 12.5% of floor area) 2,892 s.f. x .125 = 361.50 s.f. BY LINES IN SPACE < GENERAL INOTES S ' ' c. Lase d 1, INFoRMA.FLON SHOWNI ON T+I['DeITE PLAN -Â· Not exemphng south glazing (14% of floor area) 10 Z 6 3: SYDNEY- dNCICOME ( L.S. 14Ill) 2,892 s.f. x .14 = 404.88 s.f. 16 *AeED ON A SUBrVEY PREPASED DY "LINge IN 58456:8/14/84 * uppperED beegused. 41 1 1-188 y BOX 121 CARBONDALE, COLO. 303-963-3852 I% 7 /19/ 88, Fo R. COTS f Â¢02, Bloco< 62,0[TY * TowNe ITE opÂ· Aepe.No FITI<IN COUHTY,col.0. . NEDed_ 2/11/84 AUGUST 14,1984 ~ SCALE:I'= 15-0 2. + 100.0 15Â·*1Â·2:TIr-let e,!*toâ‚¬ er:,T- %,LIEVATIONS, *:3 3.* lap.o f:114191-1 6,1*.DE. 4'Ft:3T tel-EVATION , -- -- ~ DRAWING SITE PLAN, SUBENÂ¢ FAA, *al-AUHA AREA TADU LAT ION ASPEN HISTORIC PRESERVATION COMMITTEE j CHAIRMAN- DATE_ JOB NO. 8Â®00 APPROVED - UatÂ·.C[J.- Â· Â· - DATE 4/22/89 CONDITIONS 1 . . SI-IEET NO ANY DEVIATION FROM THESE PLANS MUR 9 f i SUFM'ITED- FOR REAPPROVAL Al.1 I i SHEET 1 op 10 it, 7. Â· .~ '. I. ' - , MfÂ¢ELE...9, 3 .~ -46 Sl)31!H)MV/53.LVDOSSV Â¥ 333!NNrD S31HVH) 3DN3aIS3M 0655-526/EOE 3NOHd3131 ZI9l8 00~0103 '1%13dSV 'DESE XO8 -Od 00VW0100'N3dSÂ¥ SNI>IdOH 163M ZIE SNOI1Vbl3114 9 SNC - A 1 -- .. - I. 21 374 1 1 A hit I 71 :$ 1 L - \141. th- 1 vij 1 -~ 0 -el -e- -0- 1 \ m A m OX TA 143 - to . ISH a j 11 + --El-k~ 0<9119$ 3_9 0 0> E-10 - 40 - i 1 '9 EMP &~ -4 74 9 m . 2 1 % '-, 4..~~ &19-18.%421 r. 4 4 - 1 3 308 i . g~~iE & 1 $ 1 4ft-t' f DE \ 1 41 - 111 111 11 1 11 1 tx 9 l .' F\' XkÂ« T n \\ Ill \ \ ) ) 9 \+11 1\ \ R]-3111 -- 2 1 / 1 /1,4=9? 1~ ~- 0 81> th< iF Ia. - 0 -11\ 01 . z I j I i 1 1\' N \ ..ft ,P ----1- . i . 47 , 9 f -- 1 I J 'VA I liu 7*r71 Ill i __11 IME ./ /1 1 I It 11 1 1 -77 , ...1: 1 1 111 - 11 66 lit 1 1 1/6& F 1 1 -% i 3-I< Zr leâ€¢ 0 1 41/* ~ 0-* -~ -1 ~~ ~ ~ i 47 -7 - . 1 7.* r i Df) M Mn ''A 1 ,\ A .4 1-L- 1. j \ ha h f . 1 \.Â« Â· I \/ ~-,4 \ \ 9-4 \\ 84 - U a 1 j i 334. - â‚¬Fi -r==1=== 0 F 1-+ - = A I I \\ Â¢0 \ 1>'kai e = .123. 1 ---- 1 .6 1 341_ I - 1\0 _r. r X - 1 W- 1 0Â» 49 71 1, 1, 2-3 f - 91*Ug -*1 -1 21.P H' 1 k 86 Â·- 4 9 10 111 11 -> 1-% rsÂ·*4 CT - -,1 11 3%*% 1 om Zozg_ 0 = 4 3 --f- 1 =O - 0 4 mi 8 - 1 . U) 0 0 L 1RF0 SMITHGALL RESIDENCE CHARLES CUNNIFFE & ASSOCIATES/ARCHITECTS n>Z -*,O 11 i a~ EMN Â¥ ry{ * B m Fue 6 4 3 8 Emal Lb ** 9 m m Z -1 40 < 4 f 2126 0 Qi 01 ADDITIONS & ALTERATIONS &Â©f * 71 . Li Â¥ B N 212 WEST HOPKINS ASPEN,COLORADO P.O. BOX 3534, ASPEN, COLORADO 81612 TELEPHONE 303/925-5590 1Â»011 Â°ia r.@ L Ar *CH VEKITe Upi\A- (49 8Â¥-- *VT_07 INS-,r 1VA0hiddÂ¥311 1103 0311.*3 1 dAW SNVId 3S3H1 INOM:I N0UVIA30 AN 1 '4 6 1-0 kia 4,424Â· s-w Â· 1-,4 ~tÂ· . REVISIONI 4 15 . 1 ~r,Â«F L â‚¬:, 1 ~ A.Ick r-VEF. Â»JILPI kili PE 141IT 1/22' re-19/ , 4- 1Â»/El<Â· H 00 â‚¬, awg,,Ap AFFL. NO, 11064 04 ,~ 4444 OR. BOUAL- 'r 0. B I PGrE' 1 16&# v./A-11@ Sk'lei-p - 11 -/25/.X E.L. 1 25'-2+*, Y -MIEHMBRAkIE Ur 8 LO,1 4 N C aH.NAL.l- LumeUL T.r,EK -5040 Â»I.06*INGr j < 6(Â« Fl-ASH I KiGr) 9%& *HT,5 -1 1 1.6. Al PÂ» 1 --.... *23 MIÂ»<254 E X'Or ,- , / 4 Fl-*914# Nor erÂ«rE MI AÂ»19.-IA1.Ir- 61-1 #HaLFÂ» b] / . 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L 6?,4 .PE.ZF. 7~ 94 0 0' 1 lip. --. , 1 FOUNIPALON-?UNTSI CHAIRMAN - DATE- - CONDITIONS -Ii-. ---- â‚¬ECTION (i-) *1 - APPROVED-DENIED -1%.-/-1 4 . 3/42 : 0 0,4 42/ 5/40 : t, 0. 4. i JOB NIO 00 1 8 -- Ill/g- A .-- - 1 r DATE 4/ 15 813 2 1 E.. 11Â· 7, AN" 1,5VIATI0N FROM THESE PLANS MUS) NOTE: FOR ALL CAP PLATES USE 3/4" THRU BOLTS, ":AKE Pt = 4 OR ' ~Fr ..1.13.~ FOR REAPPROVAL. SHEET NO LARGER OF CONNECTING MEMBER. FABRICATOR SHALL DESIGN ALL STEEL BEAM CONNECTIONS FOR PARTIAL ROOF FRAMIN@ PUAN 9 PLAN NOTES: LOADS INDICATED THUS: <X/X> IN KIPS OR KIP-FT AT ENDS OF -- FLAM BEARING OIl PFAM BELOW 1. ALL EXT. POSTS SHALL BE 3-2 X6 U.O.N. Contractor shall cross reference MEMBERS. FABRICATOR SHALL DESIGN ALL STEEL BEAM - rOST 12'inER BEAM BEARING OIl 3. USE SIMPSON HANGERS OR APPROVED EQUAL. and verify dimensions of Archi- 1/44 1 0 0, BEAM BELOW 4. SEE ARCH. DRAWINGS FOR WINDOW & DOOR tectural & Structural drawings 2. ALL INT. POSTS SHALL BE 3-2 X4 U.O.N. CONNECTIONS FOR LOADS NOT INDICATED BY USING MAXIMUM END REACTIONS AS DETERMINED BY AISC UNIFORM ROUGH OPENING DIMENSIONS. LOAD CONSTANTS. USE AISC STANDARD TYPE I OR TYPE II ~ POST BEARING FROM ABOVE 5. FOR EXT. HEADERS USE 3-2Xlo W/ 1/2" PLY. U.O.N. before construction. Notify [-6-1 FRAMED CONNECTIONS. FABRICATOR SHALL SUBMIT 6. FOR INT. HEADERS USE 2-2 X 10 W/ 1/2" PLY. U.O.N. Architect of any discrepancies. SHOP DRAWINGS. FABRICATOR SHALL TAKE FIELD - POST BEARING ON BEAM FROM ABOVE 7. FLOOR = 3/4" TAG APA STURDI FLOOR 48/24 BLOCKED EDGES, GLUED & NAILED TYPICAL ALL MEASUREMENTS AND VERIFY CONDITIONS AND COMPARE SAME TO TO FOUNDATION 8. ROOF = 5/8" APA STRUCT. II EXT. RATED THE CONTRACT DOCUMENTS BEFORE COMMENCING FABRICATION. ERRORS, POST UNDER BEAM BEARING CONTINUOUS FLOOR AREA. INCONSISTENCIES OR OMISSIONS DISCOVERED SHALL BE REPORTED 10 T}Ir IJ SHEATHING 40/20 BLOCKED EDGES, GLUED SHEET 9 OF ~ ENGINEER AT ONCE. -4< & HAILED TYP. ALL ROOF AREA. 1~ FLUSH FRAMED Sl)3.LIH)MV/531VDOSSV Â¥ 33:IINNrD S31HVH) 3DN3aIS321 0656-626/EOE 3NOHd3131 21918 00~0103 'N3dSV 'hESE XO8 -Od OGV8O1O0 'NBdSV SNINdOH iSBM gig z_ 14 0__ ~00' SNOI19~33114 9 Olliaav /-~ 1//2M DOLIe â‚¬ 9230,0. REVISION eTARe,Ege<DE 8'UILE>IN 6, ~ERN~ IT- To eis>E- GENERAL NOTES Appi-. NIC. 11064 41 299, 6/& 1/2, 6 ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND ORDINANCES, AND SHALL BE PERFORMED TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYMAN OF THE APPROPRIATE TRADES. 4 0% 68149" k i 1 % 0 1* loG Pz-" zf DESIGN LOADS 1 1. . 1. ROOF SNOW LOAD = 75 P.S.F. /-455 PUAN FOR 70*T FLOOR LIVE LOAD = 40 P.S.F. / 858 PUAH â‚¬HT, 6-1 L BA65 '78610.ANION FOUNDATION DESIGN ,*j,uttlitil Limu 4' CONG,eGABÂ·455 / FOR 8463 20 1*70, 4000NG, 6648Â· 665 2 EL 4,52-E PIRE FPET: HETE ON FOUNDATION RAN -1 RACE ON 8/4. DROUT FOUNDATION PLAH -~ 4' COND. 6 DAB Â· 655 p-~1 1. DESIGN oF INDIVIDUAL AND CONTINUOUS FOOTINGS IS BASED ON AN 4tstifid 4 6 0 F-IN, erÂ·tÂ·. EP. pel. A 2., 2 400140 liffi}t>Â® 1 +1/1 + 790404710>1 FA#h -* E-__1 = I-- ~ 16702~ ASSUMED MAXIMUM BEARING CAPACITY OF 2000 P.S.F. '0 Â« 42 -lph 2..$ 2 p 1 1 1 1 COMPACTED STRUCTURAL EILL, BELOW FROST DEPTH. & go O 00 60 upi 4 1 K 0 0 0 0 '0034 2. FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR ADEQUATELY V.ren: .\ 1 0 00 -0 0 OOD 0 1 0-Wheo 0 0,1000 0 o P i i L-4 r--- 3. CALL FOR SOILS ENGINEER'S INSPECTION PRIOR TO FORMING %%... 4 ~93 Â° it 9 0 Ati L 1.0* COM-C' 61 94 BM. BLOCK OUT W/1, FOOTINGS. . I . I 1.Â· 0 4 GON=r, T + 3 MA'TERIAL. VeE 1/9# THRU %12.49 1 1 / T- 636 PLANL 770, _1 1_ I 002'90200%,170 I =Af MO Ark/1/AMi=MYJa $1/lu PFTNFOROFn PANOPPTF r â€¢e,6111~40/ 40HD , FOR ,-2. ,.,, Y . ..... : VA:R'-58 - Il !10' /1/Ellm ix Â· 1. CONCRETE DESIGN IS BASED ON ACI 318-77. ' MiN.~yop 6'EE PAN *ECT 1 0 14 0 2. STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 P.S.I., AND SHALL BE PROPORTIONED UTILIZING 2 VARIES Â· â‚¬EE PGAN , vep. VAR[54 453 PGAN /0 EALE TYPE I CEMENT. 9 Â· REINFORCING STEEL 6ECT(ON /Th 3/464 ; l'. 0. ' 1. DETAILING, FABRICATION, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE Â¢330TI0N /Ch 3/40 0 11' ov 43/ -I 2. REINFORCING BARS SHALL CONFORM TO ASTM A615-79 AND SHALL BE CRSI 5-76. 3/4': 1 1 0 C r ., / 1 f GRADE 40. 1-{r- 8/, 3 4 0. A 'B -1, r - t 3. AT SPLICES IN CONCRETE, LAP BARS 36 DIAMETERS. AT CORNERS 114. .>(71 EQ E.Q, IN CONCRETE, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE 1 CORNER BARS. 1 ~ /1 - 14(P, 4. EXCEPT AS NOTED ON THE DRAWINGS, MINIMUM CONCRETE COVER FOR TÂ·(P. 1 3/94*'A,3.'.74 1 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185-75. + + 1 REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 318-77. , 4- CONÂ¢ 65\,AB - 6â‚¬5 --- ~.(D ~-- - F 29- rh -- R e STRUCTURAL STEEL 1 FOON)Al ON PAN 11 4 0 1. STRUCTURAL STEEL ROLLED SHAPES, INCLUDING PLATE AND ANGLES 4 - \ SHALL BE ASTM A36. 2. BOLTS SHALL BE ASTM A325N. f " I " 1 1--4 /1 L 846Â·rocot, 05H-ERE,p ~ 31 672, GOV, CENMERED 4. FABRICATION SHALL COMPLY WITH AISC "SPECIFICATIONS". 3. STEEL PIPES SHALL BE ASTM A53. ON %* + 3/0 10 -0 ON 12 5'*9<40 .10. 5. WELDING SHALL COMPLY WITH AWS "STRUCTURAL WELDING CODE". P\AGE ON 3/4 0,Roor PLACE ON 3/4, 0090 7 STRUCTURAL FRAMING 'L~ Â¢ 4 0,0 C >Â«4 5%?A'Â«351 hAASE,Av OVEK . 4 1. EXCEPT WHERE NOTED ON THE PLANS, ALL 2" LUMBER SHALL BE B r /THENE OVER -REArED " L;â€¢4, $0'Â· p LA-TE p A- DOUGLAS FIR-LARCH 62 S4S OR BETTER, AND ALL SOLID TIMBER KY #003 2% 84-Â£6-r a.>*003 7 GATE 'B' BEAMS AND POSTS SHALL BE DOUGLAS FIR-LARCH #1 S4S OR BETTER. Ve+: 1'' 0" 2. STRUCTURAL GLUED LAMINATED TIMBER SHALL BE 24F-V4. Fb = 2,400 P.S.I. Fv = 165 P.S.I. 0 J. 9 0 -1 1 3. STUDS SHALL BE STANDARD GRADE OR BETTER HEM-FIR S4S. 1 /1.- 44" WA 4. EXCEPT AS NOTED ON THE PLANS, MINIMUM NAILING SHALL BE 1/1; 31% 6/fi OF U.B.C. 1985. PROVIDED AS SPECIFIED IN TABLE NO. 25-P "NAILING SCHEDULE" i 5. THE ALLOWABLE LOADS AND INSTALLATION OF TIMBER CONNECTORS -0# <3 ---0- 4 1 11 3 3 9.91 - 54, 4 - - - 3 --,4. SPECIFICATIONS" AND "DESIGN VALUES FOR WOOD CONSTRUCTION" BY SHALL BE AS SET FORTH IN THE "NATIONAL DESIGN M Â·,1 THE N.F.P.A., 1986. - 4 el 6. NOTCHING OR CUTTING OF ANY STRUCTURAL MEMBER IS PROHIBITED 8 4 4 4- :<~- 4 UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL PLANS. - + A --t- 4 \ 7. SEE ARCHITECTURAL DRAWINGS FOR FURTHER FRAMING DETAILS. r SECTLON /21 Â£ t '0 / 4 0,1" 44/ 3/4 0 8. TIMBER DESIGN IS IN COMPLIANCE WITH "NDS, LATEST EDITION". C Tte",3/4 * 0Â·Â®~ H'@0 304 JN?I CAO PLYWOOD 43/ N~ 344Â·# TH'R J BO u-% :776 0Aw) A199.1 FOR THE TYPE OF APPLICATIONS INDICATED. 1. PLYWOOD SHALL BE APA GRADED PANELS COMPLYING WITH PS 1/ANSI 1 U P 04-2 -I 1-0 + U P D ATE .1 0 1/1. 2 4.0 C /1. 3 \-0 NIGo*2-40 - 1% .. 0.1 j l-1 8 + eD. [- UNriCAR z 1 1 r~U W.47- â‚¬ 1 4 0, 9. 20 3 , ON OF ENT 'FRAME , 4 GONG 56/AB Â· â‚¬EE, 70 JADA-LOTY 7(AN -1 -r.o.ti. : fooÂ·e 43 30,55 GE.h TERED Â¥ Ily' \ DAA*ING DENEWw Horeb 660'72 ON% , 3/0 : ..0 DETAIL ~ CHAIRMAN-- DATE 0.01*-.0 0 ,-; 4 ASPEN HISTORIC PRESERVATION COMMITTEE I JOB NO ~Â®us ~ DATE 4 /ze/6 6 1 lAPPROVED -. .LAffED ~ CONDITIONS , Rt IRM'JEP FOR REAPPROVAL SHEET NO ~ ANY DEVIATION FROM THESE PLANS MUS1 6.2 _- . SHEET 10 OF /0 SL)3.UHJHV/53.LVDOSSV Â¥ 3:l:IllyNn) S31MVH) 33N3aIS32I 11VDH1ll/\IS 0665-SZ6/EOE 3NOHd3131 ZI9l8 O(3~0103 'NBdSV 'DESE X08 *Od 00480100 ' N3dSV SNI>WOH 163M ZIE SNO!1483114 9 SNOillaaV 19 ---~b----2-1 :Lf â€¢ b . .h - -/ 4-- -- 0 . t--- _ 7'-dll VII= 90 90 3-- -1 9 1 Â¥64*41*0**HEE- I f 1 E- 0 -1 "04 '005-00600660000'Kki- 1 . WEer WALL- 32 N E.W Ni U P F. COAA .1 434 c U 6'HT- Fl*:r. --LE.--i .--11 *Â£73 C 0 0-33 -, 7-TE 7 19# pol. M.. .. 9 il 4.-4 1-. 1-+ Ki 1 L.142=:Ri-JI!_- 4--cUL*191 01 #-45%344.Ttl-6 t,Me Nomr H WALL F*-1 N\ASTER- BATH . 4 | v'51 1 H T E - A 1 0 12. E 1 - IE V A T I C T, 41 1/4" - 1 Lo' 7 -t - 3 \ 1 -1 1 7 Â· -22 9 f 1 1~ SHEET 2 oF 10 j -r _.-4- 92 + 1, 1 [1 11,6â‚¬Lal 0655-SZ6/EOE 3NOHc!3131 21918 OCIWO103 'NBdSV MtSE XO8 Od r 00Â¥00103' NadSÂ¥ r 17Â· t.,uÂ·Â·-A ..1, ....AC 1 . 0~ -. -- .. - . 60 . , 0 0 . '' 0 0 . 0 0 0 1 0 A, 0 0. / I rÂ· c 4 .D . UP' se: a. -0- - i U , 1 < 4':acÂ·ffr:y:â‚¬9=gÂ·?P+41. 1 %. ,.6,5.â€ž '1 Iâ€¢ e 4. - , $ - 01 - 1 /42 - 1 i I 0 .,e I 0 0@ , 49, I. i ' 6, -0 0.- . C , I '' . 6- , 0 0 0 - 4* -.*. 6 - -0 - 4. ir, .. aa/ 0 , e 1*1 :, . . UP . .- , ./. .. ... ./ I . , 6, A 4. . .. . a . 8'. ... -, , 0 . , 711 11 9 00 e . 4 0 .'' a L .. . I- 0 LE' ...... , ' ' 6- Â· Â· Â·m. 2' '~23 4 2/ . 0 Â¥ . .. 0 e .. . . I 0. I . . 4 00 I. .. e e A ' e . . 1. 1 6 ./.. , 1 A. --1....1 1 00 1 11, 1 f & 00 0 .'. 0 A...1 1 .. . .. -- A - - -:- - . I. .-. 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MATERIALS MANUFACTURER MODEL GROUP LU W x H HEAD JAMB SILL Wx H HI HEAD JAMB SILL U - 2 19/411 11[i.itfw~5.Zi' 3~/ c'/AA.7- 10/*014 Â¢:hYP'' tiom.6 - -- 514*71-1.80-4 (b) - - 0-5 ~ZE~,@-55332:;,~ A e~-6d@1 2-4,7/1,11 01 3 101-6-71 0 --1-(3) 1/3,( -4 WP. eTNÂ·K# eTI~lp (2 AAAI.VIHI 2828 (4) 0 ) PELEETE 91Â»1 PARD OUÂ©SILL 1.44Â·11 - 7*,0,04'-I=OAM COAE 8/Â»04.02- lo/*04.2 - OVERHEAD - 41) AUTO, D LOSE 8- W/LIat-IT 8 52- ST %4~-85'id 7'-9'4' 1Q3) 1/6,( 5 WP, CheENVIT (2 11 5*/0642854*1 (231,INFIN,114*IPE, XL-7'2\6/P+IT-E 411*44-[5611 1 3/41 9,0,12'IRCH FAce (3)CA) CS)(4) CS) 23i4Â¥RAE** OPTIoN Ce (53 CLOSER.,TH,LE*H'LD, WTHKeTRIP 4 C '2.LG'MU'%1~-75/6* 1 -0" 1 (33 1/2( 5 \6/ P.*Tk&*671ip (Â© 91 2.828 Gl- 7409"1_FEMIWT lig 600-0 PfAÂ£ el-1 GET* E*) 66) (4) (5) -- 1, (8) (4)9/4'Kek" PINE TRIAA-TY10Â· P /2.'-6' 4 4;-.a,A,0 - 4-12452 - 1-60 3 / 3( 5 WIP. 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OE_FOOF- 1- < 1 - 151-0 1211 -1134" I 12'=3 *-*607 - -- ASF'HACT Â©HI,kile>150 - -- - .- MAT=+1 6-<19-Ti HA 1 / CHARLES LA 1 1 1 CUNNIFFE 1 1 --- 949 /70 -- - 04'08 + d 41â‚¬14 9/ 4> DkEFEBer*Â·r UfreF --- Pavel â€¢DIC)1Hdr-TO ----- 111/ r71]1 111 /-\ \ lili --- /â€¢AATZ>H Ex I *T I NA, 11 2>11111192 lili --42-- F'Al NT 'col-ogs, -1,9 BE ME-0\"4 FT. orÂ· ----E- .- ------ =--- - set..ecTe:0 2,7 00/HER. 1 1% 1- I- lili \ \ 111111 , 1 E-,<16TI WEi ROOF =1.- -- - * A,a=+1, 1- I IlL==Ull 110--=il I 1- --- - ------ 1 1 1 - -IA--4- â‚¬L, 101,0 /2 11-I-- - +1 9 # lEi 1 1 F=f 1~~*IMI --6 1 1 - ~ 03 9 Y - a - GAK4,5Fi.21.DEFAER'AA. - -BE'Imt 527.- . .. - --- --------1-- ---~ riN#4 4*5:e. | 21.-.ItaTTIZE -<%414'fl Ne a='"~ 12 k. Mov E. r )41 6TINGC +L- - - 4 1 VESTI BU UP WAL-L- Ii---- J 1, 1 1(_28*YIAL'-F#.eMN_-844,_2211.,01 mAST ELEVATION -4"40" . I 70Â· FLIC)42 1 FL. firr-i~r-~- - 11 -- - - .--li~ -- 0 - - - AM'feet_rET. of- le Fl W z ----- - EL. 12'Ta*-7- .1 0 hi i= __--c=r =2~- IA : -i.- 70. "rwo. 1 LU LU 11 8-': 11-7 95"-- .0 - 00 5 -~ L-larHT rl*TWRE 7:-2-2-=1Â· -1-IE--~=11_- -- - .... 1 Â® --- 685 664+12, 64, E-1 27\ 4 -771 - - -<0 1 - .--M--. - -1 0 mt*' C,L 4T ~r 1 - - -- - ---- - I -- - re / 1 - 15 - Px 161'-1,46, *3'F - -- 1.1 - -1 - 0 -1 1 1 -- 1 0/ I - - - escorip FLOON' Z O R - - --- ----~ i.--- -FLIOq.0- *- a IX 1 11 - - 01 - liF~ 181* 12 - RENreNE FXOr 14 EX'* LIVING, B.00&A LU Bill 1-4111 1- 4 - 1 1 1 t v.9-210!bult 4 ---- f~ - - - CO rati,Toe- KE:CH, ~ . Poole. 4 941 1Â·4604&/ OF oRIONAL l -------- HIOUGZ - . N _-== O 0 1 [3 . P'1*ST FLool; 1 EL. laD .O - ~ DRAWING 1 1, r#htn/Rwofil 4 -t --- El~~1 1 1 I U EXISTING IDLPA. NEW ADPITION u SOUTH .ELEVATION . '/4 11 1 1 All ~OBNO.%622-_-_1 ' -942 714 19>E,Â»709 2 63-Â»f#@7 - -r - ~D -I . 1-Â¢-----1 , 1 DATE 4/24*6 -1 = 1 - L, $ 1 ASPEN HISTORIC PRESERVATION coMMITTEE-1 .....=-li. 1 SHEET NO - - 4 1 CHAIRMAN-- DATE-- 1 -~ 1----W 7 | APPROVED- DENIED -~ 1 - ~ CONDITIONS \ A3.1 I ANY DEVIATION FROM THESE PLANS MUS7 ' ' . ~ R Ipt,""rED FOR REAPPROVAL. *,r-=:%2 '-Â·i.Â·Â¢6 d P ...3 Â»41. 7 .- .a -11-121 r Sl)31!HDMV/53.LVI)OSSV Â¥ 333!NNrD S31HVH) 3DN 0655-626/EOE 3NOHd3131 21918 OCI~1O-103 'NBdSV 'DESE XO8 0 d 00Â¥80100' N3dSV )L k 1 , iE VISION FINISH SCHEDULE -- EU llC:>INGr PERMIT SE-1- 5/01Â»6 RM. ROOM NAME FLOOR BASE NORTH WALL 1 EAST WALL SOUTH WALL WEST WALL CEILING REMARKS CLG. NO. HI 10 1 GiA),2~61 E 490%[7 161Â£5>Amâ„¢ 1. NOÂ·le 10Â· 0% 62 Ven #(6 057. . 0.'Impep %117(25 x 41 0% Re'l'(10 X lE @F. 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AT @<1411 0 lAi 142:W#bllbW,9 102 te-ref *ATH (*AMIC 71 46 , 6460*'110711/8 01/0 #"drff. 00. 8-0 005 STWAY' O\Vt,g 6*~116 TILE , a"MIC,T'100 648 2*AMID 711/0 , Df:36+M16711,0 00 0@FAÂ¢,1 to -81,8 0. 5*8AME TI1,0 9, 680*Mt.11 6 9' 7-0 00 + \VA-[Â¥*_AÂ·06 fET DIBAAMID 111% 9, 61Â»M loT' LEÂ· CAW Ve wre ev, 4 1/01 41/7. m 4 1/0 ' 6Â« *70 4. 1/k "* 0> 7 -O 10 CLOSET ('078-r ; \/4\\ 6,(7. *-- 1/2-"efF, 02 *\\ efr, p, Ve' GYF, m \A trff. 82 8-2 ~ Â¢OW O Lâ‚¬2**T 6/Â¥FM 1/12 2(8 @A *A'Fee, 1/5 V.fr; ee 1/g , ev, 00 eff etz 5,-d \ 01 VAMITÂ¥ deFAM ID-111,6 0, 00*AMID 9 1,5 OR/0 \/9-_flf. *70 -\My *ec:7, 1/9 2-rf: 00 1/0 1 2(11 62 1/0 erM @12 6- Â¢08 2*ZE 6506.,MI'OT' 1,6 0. 6>0~110 -AL,&605 ae@jb -ri De EFEAM#1~08 0 B . ER V. #(P: 02 02*a\* Ve *fEF_ - _ VÂ¢ @fr, M. 8'-Ot 209 5->< leTI Hel *aPl262:P M 1,&'laYF>. ac> 0 210 6%157-IH<31 12*1-â€¢2:>1-1*f Vt> 6â‚¬.00 - 9. U I I 4 2 2 -=04," DOOR SCHEDULE WINDOW SCHEDULE LU SIZE DETAILS HDWARE ~ ~ ROUGH OPENING HEAD DETAILS CATALOG Wx H THICK. MATERIALS REMARKS TYPE MANUFACTURER REMARKS <, HEAD JAMB SILL MANUFACTURER MODEL GROUP Wx H HI HEAD JAMB SILL NUMBER 1 44!1 .Sllyv Wur * 9/AA,Z. 10/A#,2 #19'-- *EL-Ed+23-WARGEf, - ---- Ck)- (1)-TRUE-DIÂ¥-I- T , ANE - - *61*MIT CATÂ· CUTS -FUR APPBOVA A e-*-Me"AG-Byte" Cl) 102 431 1 -3- _1-/31 4 v,/P, 47,1.94 9â„¢}p (2 AAAKVIf4 1828 (1) PELE.Te 51Â»412ARD el-le>*ILL 1-11*11*~I,Oil - - --+114ir- E-b,0,/FoAM coRE 8/A,4.1 10/AA.2 - OVERHEAD - 02) AUTO, CleEY W/ LlÂ»IT 6 2--lt-* 41.-23*2 7 L992 1 1/8 6 *12. cheeMeNT (2 11 =WON\265Â£20 (2)UNPIN, INell:>IS, XL-72.WAiTS LU 0*1[*-2.*11 -- 1 3/41' 6.6461*ct-i-AUE- c.,)64) 49)-64) (61 CONTIâ€¢Ac:rog OF'TION , 4 (81 (3 3085Â£*1Â¥AKE*HLD, WTHKeTRIP 4 C '11-4,319' U e'- 754' 1 -0" 1 1/ 2 \6/ P. 9Tk** e'rRIP (2) Il 2828 tu-224 6&6"-4\# - \4/4-- 900Â» P\HE sT'Le/RN (4)(53 (*Stâ‚¬3 -22- ----- -H 11 03) (4)94!IxtÂ¢' PINE TRIAverÂ¢P. -6 '2- su- 4 448#AGP 7 -1/ 1 5 WP. CAâ€¢DeMENT (1) Il 2*/C/~2850 W/41'**T FAN E.1-6 - elcell)< 4,1, 811 13/4 11 (4) (20 - It Ce) (M) WOrIL 75 EX'6, oPEN ING, 8 -2-GM@IX-el-B'/R.MO iBIG;~I , 1 1/3 2, Wp.eÂ·,CÂ·14*TRIPOL 11 182-6 11 11 61#4494.~1[- 13/411- pleÂ¥ erize PRONT .0 4/** 2. G/*4.146 7/*4,1 11 . 11 (6) 660) Ae,TRAAAL MoLDIA @MISETht JT, P 'lt-Fy'40*12-725/2' 7 -9 4! 1 1/3 5.11 u ii j) it $ 3/4' INSU 6, 46, _ _ -- _ 1.318 4IO~~al,011@1, E-W ' /9 w/.4 114*Er FANâ€¢Â£,6 ec>LID Plt-ISer-11-E/*<iL 64) 11 0 (8) CO CAâ€¢PET/TI LE TRÂ»16 ITION *TRIP 9 /2.'-5" * 4'-09/lu' Glq" 1 1 5 WC>,C,â€¢*CME.HT' 02. Il BWC~ 2046(8 (03) TIQUE DIVIDED LITES 4 I --- LU e 42'579"eâ‚¬*~0.9 1 1/8 11 (4) (4) - 11 11 @ a Plrllel4 1-042.PWARE 56 ./.. 9,2 *96 *CÂ¥@f \ 3/et B (4) C4) (7) u U . .., lÂ© - ---2Â»842~Ad -ece ph a. 1-Â»r=44 Â¢ Lowice aTe- 1 Â¥6|| 11 (43 443-- ---- i, ii . OIL AP~ROVE-2 REÂ»IP, ' e 0,4 K 4,81 1 *811 11 (4) (4) (7) 11 it (8) *TYLâ€¢/PIN.5 PLYMOUTH G 1 P ... 4 11 ----4 l -- - -- - 1 2 2 -4' * C~-8 IS/b" It (4) (4) - il il (8) 4 6,LIT riN,8 emâ€¢ 11 w/(316 8&62Â· L- 01. 4*g.QWARt 9 - 47' 11 It INIC>Ltâ€¢12(24:74,2~~*,gt+Fra~'1-7 - ------- fP - t./. - I ' - ---- ~ DAA*lER______1 ~_J{ )13 NO 8801 1 - -- c j' * E T 1\1 0 --- A 2.2 SHE E 7 OE,Â·r 0666-626/EOE 3NOHd3131 319[8 OCI~O1O3 NIJdSV ~DESE XO8 0 d ,~ oaÂ·VI:loloo' N3dSV SNI>IdOH 1S3M ZIZ SNOI.LVE!311Â¥ 9 SNO =-6~-D~-211%~ mi+11 9- 0 -1 1 41 1 11 jill, A\0 11 1 1~~ 11 1 1\ , I. , -11 1 1 1 E 11- 1 ~00 A 4 '3 -t- 1 /1,1 4 4 /*F lilli -1 11 j i i - 1-1_114-Lill~1~1111! iii 1 9,1111, 1 1 11 I I igd'lilli, I.Iii il g/i ili,1111'411 0 1 1 1 4111 1 141- 0,122 Wf 1 09 U- i L AJ 1111111'111 1. iNt dy , tu :,1411! 1 1 ,1 d ; lilill: : Iid --1 8, .1 111 -4 1 , 1 T X 6 ji 1 1 1 11 iii 11 1 < 1,1 1,1 1 1 2 :'11 , lit Â·F: '' 111 :'Ji illÂ® 1 1{.Ii';11 11 1 1 i, 11 IIi '' . 1 11 1 ': 1 1 1 1 , 0 1!1 11- f-- lilli i A-HER Â· , ~41 FY 1 111 i 1 111 4 :#21 9% / 9 - 14 1 1 1 -7â‚¬('F.,r EX 11 l 'i ' i SE . in'.1 4, r 8114 fz- 1 5 11 I lili 11...1:1 I -0 14 i-or#t -IT 111 11111111 11~,l. ~~1!Iii , .1 1 1 F lit'lili~ 1 1 1- 1 1 1{ 1,111.It j.111 11 1.lij]11 1 ---- - rl- I lilli 1 1 11 F -1 ~ 3 1 1 11*-111 lilli.,11 Ill 1 1:111 !111 ; 1-I 11 , f. 1.1 1 1 Iii 1 11 1.1:,1 1 - 1. lili r P , 11 1 X X lili '411111 11 1 1 1 2 1 1, 1 1 D 13 3 1 0 3 0 11 -/11 . gg~ - . nG rm 12< . 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W 1 19131 11 1~171 1 - 0 1 ill illil 212 WEST H~aNS NS & ALTERASPIEON~VcS0L0RAD0 P.O. BOX 3534, ASPEN, COLORADO 81612 TELEPHONE 303/925-5590 rl 1 15 . - REVISION t Sly, . f AEVISION 1 7 4. 057. e â‚¬ . . Â£ But LD 1 war FERÂ·/AIT , 9 1 C , f i. f 14&011 -- * 4 - j . **r 5/61/86 . 14:11+H , 614' * 1 + 4 -Â· / 141,0" ' 1 441'Ok" r. + i , 44.'14" i 9 i - vip . 2 6 121)011 . 1 J 0,04-1 8021 10/ 2 94 k M . /43 16,1,011 / e'-8 04' 00-1/64*H & 412-1 67.74 H -- -vIP -, .4 , ~4 4L 1 0 #11 " ~udo" 6 Wi, 290 - OP ' '1'.7Â·53-11 5., . 06/ 41-104: *ni 0,0 J 6 09~ P .lf-'7* 2,LIP' 'R -i- 1 ' 1 . .~ , ' M - 1 '. F. 67. ./ 1 1 ' I 4.04" 5-: LOK /- 1 0 14 1044" 4 1 1. , , t , ./52\ 2 -pr - Â£ 1 INT. , SHONMECTED . 91,414 1 091* 11 - 16,:. ~d#\4#Tlf . , I Â®,6 Â© - CONG, APRON 8 - 2 r.\ . 1 1 . r.1 . . . FEâ‚¬kÂ¢.21. (1 -' / I at .'.1 Â·i. -t t e 1 YVEST + m NEW B 11 ' ,/ ''4. 1 IN oRT H M ~] /\AAST ISP *NS) IHTE.14!O LEV 5 1//411 - 11- OIl FIXT, i Mogle /1 2 ' ' I., 1.- 1 k- 909* WHIBLF?coL Tfir1 FIT - f- U'44 2.6.rleu Le . i 1 -~ Â· - . 1 OAME Rig 64- \ 4 - 159 Gy/ MANIPÂ¥' P 126 I Le -4 1 : fol.151-1 CHRoMEJ} P 1141 SH TYP, ' 2 REP[E. 2 \tiEFI FfAU-%74$4610199 hNP 0*ITIONS IN I 1 SHEET NO 6 FI BL-Ip. MTI FT /41**11 11651 q 'ANY )frrm<itÂ£4E''e'&/f 04% - , 050128 51812* HNI Nd:' H,AZIC. 1 :/ . 4.1, 1 1 1 / -1 .1 - j # 1 i . ill~~- 61,1 -_ -- . r ./. ; I. . 1 1- ; I A 21 , j t , ' '1 , N / ~'' Â¢ j , 1 ' ~ 1 ~ 1 SHEET OF 4* c , ~ uoi=3-140/Lut :jivurt'l-Ill. 41916 LA.lvaU IUJ IN=Idby tphbt XUB Ud OOVHO103-N3dSV .* i SNI>'dow 1SBM Ell ~41 .1.-ft#tÂ·- .tÂ·' 362 '~4 ...~ .;1- --- 4 Â· ..':.0-Â·virirâ€ž'Â·4 -4 -ri il.I.~ I. 9 ' I , 1 6=el 0 00 . 4- ll . , '" 2. ee- 9. .9 0 11 -t & I ' , -- . . 0% 0 G B--il- -- ,Â· $ 0 4 . g. .21- , 0 . 4 + 0 41 I : .1mlixilimil ek. I \ - . I . - e , - . E - - = -* 1 I.-. I , 1 \+ 4 .. . r I . I i I . a. , 0 ... 0 : I .. 4 e em . .. i . -- :, ...- .. I . D'. I. . . e '0 1 8 0 6.. I. .. .0 ..... . 3 .1 .. 0 ... . . A I 0. '0 Â· I 0. .. .. 7 0, I B e I . . 1 , a. - . 1 m -I-. .- 0 - .. r 4 ... M . . C. i= I r --I- I- - : .0 .... -. A - : = 0 1 Â· â€¢--1 P . .: -. - ... . I . . -. -. '. a - .. I . - - I-.. 0 - I .. -. .-. -': .. .... 6 ... . . a 1 . .. . - .... I . . . I .. 0 - . ... .. .. I - . I. :. . 0 . I. 0. 4 A 0. . .- . -: .. . 1 .. . /./.=p.....C 1- 4 REVISION BU ILPINGÂ¥ PE@ANT 1 *al- 6/3 1/88 1 09/1 r 1 1 1 1 Â· '9./. - L - 1 6 6.2 60.0 .5.0 8 . FLOA' ENVELOFE ,'12 - }Fe:, p 4678' ULK- =14 ALLEY . NEW'(AAKA,Bei +DEPPMA, . APPITIor! PRopos,ao - Sprehol<- BEdeUIRSe - -- 60,2PKDS LINE- N 76001~Il"W , 160.0 ti,P,(1 E>CBMPTION 41{e -~<'~ (4*~ct:,,c. =-e +10,0.2 N 75 0 He-w tzÂ»,taun-ng vi -4 ~ f /w/,41*TrÂ»Â·16* ico.,G 100.1 154 1 14 - 4.--- FIECRUIREP PRIHÂ£>1 md.. ._ /a/h / A20.00, 0 0 *WIL--91:46, e ETEÂ»cAL Frr SITE, AREA & BULK CHARACTERISTICS LA :' rk-- 1 4- 4- 1 P b=fu.VIP Iltilll~ - t:~14-6 ' d Duleg,NT 20(4144 cope ZONING (R-6) 1 #*161 ,<311111111'i' 1: 11 - f l_ot Area: 9,000 S.F. ASSLUDC-34-~ etev. 100Â·Â· Existing House Floor Area: 2,205 S.F. 1.:Ibt7 1 \ 1 4'r kpi\V/ 47 7fUL---4/,0/"- ; 0 10. + Proposed Addition Floor Area: 687 S.F. ,111.1 \\1/ 1 -Â»4;Â¥1Â£60 \ //r Ir'LUL,tl.'CH 4*-- -. 1- 91 2-57 (exempting 500 S.F. for garage) {*P5'Ti * wr,0.- .321. FUX =Â·i_-90441 1 Proposed House Total Floor Area (FAR): 2,892 S.F. 240 Â»IN'Mm,17& , L ~11 i 1 4 1 2 -4-0 g m -11. -100.9 Maximum Allowed Floor Area (FAR): 3,240 S.F. , 1% 129-MIA' H <I , 1 23.1 p 4 9. 4 Proposed Site Coverage: 2,243 S.F. 51. , 1 Â©<'4 FLAT 124OF -1 --zn.]inirtltrf,tlit- --- M66 Â£~ rzz:J /' Allowable Site Cove i-- age: 2,400 S.F. -I.... - 6,9,/ 41=t C Two *701-1 ) ~ f_ 6'C_HEW PECALÂ® 4 ~ SCALE: 1=15' 4 9 + 100,0 Grip F 1.2R.7 ~ INDICATES SET 0 7-ORY Cat median point on pitched roof ) . 6 ht#44 / +980,75 Proposed Height of Addition: -2.4-*90- n. 611 , - 6, 4 KEBAR+CAP 11 Maximum Allowed Height: 25.00 Ft. 1 E Â§: + Cat median point of pi tched roof) 3 - -+98,75- O INDICATES FOUND F /. Ci s.' q REaAR + CAP 6/ J~...= Total Front - Rear Yard Setbacks 3 524 CLEAIâ‚¬Â·67,zi C- 900* '.m- + & n<A I c.r,4-919, e\â‚¬Vl- 241, t~,â„¢i... 23.75 Ft. * ~Â«-5->('4 FLAT- Ax'G, Proposed: 1 FF.E. Fic'ca viNC> gÂ¢*:4-1- 1*91, 1 1.4,1 PECFâ‚¬, 4-for, 01 , 0 Minimliin Allowed Total Front - Rear ZO..0 63!1~25Â·.to< Yard Setbacks: 30.00 Ft. MENT INTED BEGI:11~ED I ' ee:re+ck,< ' rn Total Side Yards Proposed: 7.00 Ft. * 2 0 411,E ;#A Setbacks: 10.00 F 1: . 2 9. Fl: lilli!1'!111 . # j *FLE TFÂ» 4 f *With regard to the encroachment at the rear and west. side ...1 1 ~11 11; 1 1 / 4 '2 + A . d Â· 99~ / yard setbacks. We ar- e utilizing the Variance Setback I' lili.4 81 7 "-0 2 Incentive allowed with the. (Proposed) Historic Designation. 0 0.. C, 100.6. Lot S Â· qq.2- +99,1/ 1 1 T 0 4 2,116-6 Minimum Allowed Total Side Yard UJ lit , + / 1,3 T 923Â»- f r- ta ~ p./ A 6 i , r ril 4 U 1+ & Â¥ 91 \3 . m (i' 1 1 0 , 0 0 â‚¬ a 0/ / 0 - -- 1 - 7: a 1 lili 1 1 ir.t~~-TY-%24 / Q ------============t 02 f r 97, 3 - 1 *-~42> - + 11 4 1 77 ' :1 1 X-C..... . -4 44 - - LU ~rhn - - b 2492~11*02 +99 1 Legal Description: Lots P & Q, Block 52, City and Townsite of Aspen, Pitkin rIANIEIL---11 , ' '4'44.5 1 County, Colorado - A ET1>Aclk --C 13~44' e.*le,TIHOI SURVEYOR'S CERTIFICATE GLAZING ARFA TABLE I certify that on August 13, 1984, a survey was conducted under my direct super- 7 i~ EÂ»â‚¬ .*-rl Â»627 -L--y--2 -O KE:415 hO,O'630/vÂ»IHED vision of Lots P & Q, Block 52, City & Townsite of Aspen, Pitkin County, Colo. 1 4-EL-11Â«ENT Z.ON'144 coPE A. PROPOSED GLAZING AREA (Existing + New): LU z FRONT + REAR YARD A Frame house with concrete foundation was found to be on said Lots as shown on .. O Case 1 Case 2 9*Emu 0 SETDA'>4 this plat. All easements and encroachments and rights of way in evidence or el known to me are shown. This survey is true and accurate to the best of my know- South Elevation: Exempt 209.53 s.f. East Elevation: 75.63 s.i. 75.63 s.f. ledge and belief. 4> 98. e .. COUNTY OF PITKIN Nurth Elevation: 38.83 s. f. 38.83 s.f. 60.0 FROP. 1-[INm STATE OF COLORADO West Elevation: 26.35 s.f. 26.35 5.f. 00 e -- lotal 140.81 c 350.34 5.f. ~ â‚¬.6 I , L Signed: _-227701~L;:A U 06 HOFK11'49 AVE H L 5 Sydfley Li~Ificome (L.S.14].11) IMPROVEMENT 5URVEY , B. ALLOWED GLAZING AREA: V 1. Case 1 .. ~ETZi HOPKINS Exempting south glazinq (12.5% of floor area) A5PEE,COLORADO 6 Er-E ipt_-0~rÂ·4 - 1 "= IO' ~~Â·~93- 2,892 s.f. x .125 - 361.50 s.f. <% r# ; * LINES IN SPACE W. 2 Case 2 Z , , , I\lot exempting South glazing (14% of floor area) u â€ž 2,892 s.f. x .14 = 404.88 s.f. 10 2 . 4.6 i SYDNEY LINCICOME ( L.S. 14111) 1. IHFOP-MATION *HAN,A ONT+416 elTE PLAN li "LINg-e, IN spjAGE26/14/84 0 UPPA-TED peevisied. 4111168 -40-~ BOX 121 CARBONDALE, COLO. 303-963-3852 91 16 DASED ON A SURVey PREPAIRIED Fer 2/12/88, FOR 60Te eÂ¢q'/LOC*62.,CIT< 4 --8 TowNel-re OP A*Pe-Ho F IT1<1 N COU NITY; CoLO. De.evisect_ 2-/U.184 - 1AuousT i.&,isa. SCALE:I '= 15-0. I 20 + 100,0 6*|f Ir-14 eli*.13â‚¬ Â·ep:r[' BLEVATIOHM . , - 3.*1680 FIHIâ‚¬,1-1 41*.DE= droT el-EVAT'or4 -UJ - 01 - tA - , 01 DRAWING SITE FLAH,el-+RY4 ASPEN HI CHAIRMAN 1- DATF 0 ~ N *, AREA TADULATION ~=i3 'tIFON COMMITTEE FAA. *cm LAZINA APPROVED CONDITIONS JOB NO 82)00 DATE 9/\3/86 ANY DEVIATION FROM THESE PLANS MUST f> SUBMITTED FOR REAPPROVAL - SHEET NO AMUU#T Al.1 p j 3 SHEET OF ' 1. P.- | | SDal]H )21Â¥/SalVE)OSSV Â¥ 3:IdINNn) S31MVH) NE N 1â‚¬50'49"E -626/EOE 3NOHd3 OCI\RIO1O3 'NBdSV 'DESE XO8 00Â¥80100'N3dSÂ¥ EX 'at SETBACK ~ I1VEI311V . 8 0656-626/EOE 3NOHcI3131 21918 00~10103 'NBdSV 'DESE XO8 0 d Oavhloloo ' N3dSV SNI>IdOH 1SaM Ell 04 114 U I 11 SNO'1483114 9 SNO'llacw 00 (95 $ Zi Z 4 6 4 4 9\ 4 C. 9 Hl-r S103.LIH)MV/53.LVDOSSV Â¥ 33:11NNrD S31MVH) 3DI\13C!!SEIM 11Â¥9Hlll/VS 0 2 9 1 01 lu m 0 lU 0 I -. T 1 , 40 it.,4 *rs 1 9.*.. *k -2 1 0.4 1 4 -0- i Â» 7 L /2- 1 11 Ill 1 W.~~ 4 \1-1. 1 1 9-2 a< 65Â© ! .. .1 . .414 1 .i >t..iÂ·?4:17 - I. 1, %/ 1 - 1 7- 1 /0.9 I 111 11 1 -1 5 1 3-4-/ '. 9 -- XÂ¥-1 4 - - 1 1 17 4 - 111% 5 - 41 \ F i tift 1 A-9 5 -~ Ed 4 - 4- X \ /,fv. - 1 e h-- il- i \. //%\ 1 I -4--- 2 4 9-1 2~~ -A- -rt-- . Â· 7 47 1 f l ... g N(*6-- *-11 1 1 1 1 -I<R 1 1/ 1- 1- i d - 11 ' 1 -- < 31-7 1 . 1 t\ P=+1= 1 CLIM_ 1 0 - d e< r i /2, i-3 / \11 1 Z 1 . 4 . 118 -- 11,4 i i i i 11 7/ \\74 - jit\ 1111 2 #/ , *1 r . /,ar 1 1 1 1 1 f . /7 L--- 1 14 1 1 5-El \N~ 11 ..\4 In \ Nkil r 4> ~ f. 1 2-11 A 4 ill T .6..Tr 1 1 1/ A + \/ -1-0 ) I lilli 1 k 111 /1 1 110 1 4/ 4 2 4 1 , i 1 2 <t ti i 5 5 3 8-1 23 0 ~ ;8* 11[/IL tt Z= 42287 .0,6 lk- 1 C *fr.111/er i Â£31 5% 01 e Â£ *4-FS 7 ~ 204 2 & 9 it 1 - V\\N,11/1[1 4 3 111 -1 j Â¥W 9.\J r I 3%" 1\ I s w 11 .i 11- 1 1-1 \\ 1 -0-I -0- -0- e ill I / . . -4#2 F- ./ 1 - i . 1 1 4' 1 1 11 gr - 2 1 1 ' -1 - 4 - - REVISION ~ 9â‚¬/4 1/4 3ivo 41 â€ž \901,1221Â·6 81Â¢OF- J. I 4 i AFF ACOU ADD ADJ AGGH ALT Al UM APPD APPR ARCI- ASAP BBR BM BRG BEE BET BLK BSMT , BTU BD B S BO BL DC CAB CL EL G CER Ct H Cl. 0 CLD ELW C[Jl- CON[ CJ CON1 4 COOF CTR C/S CF DP DEP Dl L 0,D [) IM DW DN DR EA DWG F #*+ t / ' j r 4 #hw/4/. 11.1-1. i:4 2.1 A. . A A::. A . . . I - - ...- . 1 . 1 .1 I I. I .. .... .-.- .. - I . 0 1 . I . . 8 1 . 1 .. 8. . I 1 I . . 1 I . . . .. - ... . 1 . .. - . .. ... .. .. -1- . 1 . 1 -. . D , 1 ..... . 1 I. 1 1 0 - . 1 I I .. . 1 I . 4. . 1. I :,1 . .. . . . .1 .... . D .. 11 . . 1 D , . a .: .: I . 1 . 4.1 ... 1 1 - 1. D 1 1 I . 1 A. .A :. 1 . A : 0 A .A lA. . . m...2 A.. . :.. It6O/ . .1 . ~11 . .... ... . 44.-.T.ge'lur:.t .: ... ... '11 111.111111.10 . A. .. . 1. . A . A .A ... :. .. .... .8 . 0 :. A 0. :. .... . 0 . :. . A . .. :. 0 e . I . . ... .. A.. A " 4 I ... 4 1.1 ... 0 .. 0 8 1. . .. . ..... ., .- . 0 0 .0 4., ... A. .... ... . . 'Ir A . e A . 1 1 4 u 98 & I .0 , 7,Â«4434-1~4Â¢345151~;~1225-' Â·~Â·,:*:i<31â‚¬it~. :.::Ifi-~.Ir~:i,Â·Ii)'..f f~21i~f-:: _~.t-I .I.~F~~'Â·d ,- .~"~ 1~: ~f~i~t~~-f~iÂ·9.34 . - 42 C. 6_ I f I Â·i~~44 I ' 'ALI I r4:â€¢ t.* ' 4.- Â·.-. ... -L 'A ./ .T 4 *t ,#114 Â·5- 3 ..Â·..22.~Â·1Â»~ ~~ -~~ -- ........I-.-1 1 /5 \1 I I I. lAy, ;*f /:. . 1.. - - a . - .f . r- OUTU RE OF- R oop. G +DLE O KI 3 0,4.1 44(,JAL. CorJC-EF'r'" b )blit .. 1 F *. r4-+y--..... -Â·13*--- 1. ./-/.- , I. / ,4~X \ .p , 113 2. /0,041 32:44-- - 1 :.,- #- , jt+- -------- h -2\ i -Â·- ---- -- - , / 1/ 4-4 -1/. \ 7 - 1 - - 2-1 ./-raae Â· 1 1 \\7 .- I F ---0 1 -1 -- - 1 - :i j 1 ~li-OUTLINE Â© F. Cell I /06, , 11 1 /1 1 619 1 D E /9\,e5 rE ta. Bal)R' Al - 71]for-Â»i - I . 2 . 0// L, U. ' r \ f )//iÂ· :i \ !.t t.. -3..'---7.- -11 16 it i 4 - FOR REVISED CONCEP'r 1. 1 1 1 /1 Il, 0 1 01L ' j 1-1 i . 13 - I. 1 ;51---41 W._-1 4 6 f , '1 - i r-74- ' ---1 1 --1 , . /,-4.--" . ~~~...-Axâ€¢74Â· -..-1-, t.*&*-4-7~%=214*.3,4Â·~--4 ill'.--I , 1 f |t p~ : ; 112 ii c. . 1 .3 j . -i Q 1 .4 Â£ 1,% 47-,9 'tit- 1. . .-,-----1 --4.-1.1-71 i 1; pl N ii- 1 3 1 1 1 " 4.1 Â¢11 1 'f twi 11 1 11 li il il ti li T~ , ----~ 4 h -1 5 1/ I 1 11 11 OP : 1% . 1/ 1 1 i' 11 -1 i 'll' I 2 - llili <1 ( Ii li I *9~11 -, 1.1[117 L jinf - 1 -!-Â· Â· f . 21 T'i-V T Â· , . â€¢2~e,â€¢Â· t./ 'C .... , . :/1 - + - f - 1-li ~ 1/ t -2--- RENC/4 ' <4 1. . . 1 , 11.U 1 n Â¢ , 1. 1116-,7- ~ VE'i;TIR>U~ : f ' 4. RESTOR & poRCH - 1 - 1 1 -L--111 - , 41 1 , If - j - r t HÂ»h 3 4 *M-: -..I-- -#.--'. I. Al I I ff][ lili 11 I h i ji n l Â£_ 1,91 0211)- -,31 i I . 1 -r, i . -------- 11 1 . 1 - 1 -- -- E*1, - 14 EW \1 t - /P 1 . - /1 , 1 11 1 11 .1 1 0 R EvieEP -eouTÂ·14 ELEVATION :'/4 -4 -9-. 212_ \AL -HQFFÂ«\s I , 1 . W. 4 + 42.. SM\-rmACAALL REF,\CD ER CE ,; .-t'.4-2-2-*-4~2~ ' 1 1, I 1 1 1 .- 4*t.. .I * -; â€¢ -"Ek_~m~ -J-WidWI-Il---------J-../.- .... - I ... 4-5.F-&W-I--*---ik-----%----I-W- --- -. =- F i 04/7 - k--n ectTLI A) E OF:~ . 068 OA{ Ath{Al- Poot- ch A-Â¥91-5 1 i 7 1 25>N U PT 2%* -, V -- 7 -2 1 :-N-PJ 1 (03 '. ..=--, '' , Â·19 , & Alâ‚¬ P!*04 E %23 + 1 â‚¬ ...el Â· p ; TGEE goop. ,-40 . a . ..' V /6. r ' -tÂ»*â„¢F ...Â£/. Â»L r"-r A tk 1 1 1 ; fÂ·}11 \ ! f 1 ' U ill \&:i 1 ..1 '11 / 1.4 --.4'*"..44/ /7 j: - 1 1 1 ,.. ... . ... ..I-' . ./ -- t Â·11 \\ 1 -. i. 1 , /, fl- 3% ht I I 0,4 f - 4 34\ 4 1 i Â· Â· 4,~ I ffir' Â· 2 1 Kn 1 Â»11=4 E OD Dll = 1/111 1, 4 ..3 i. .-7-timr--*it-tt-"1 Â· 1 0.. -- . i.. ..4.1-4 â‚¬\ 4 /m:; f ft Il 1' N . . // 1 U i 11 i , 1 1 4- 44-46 U l Il 13 11.il l ' ffiri 3-6 - J j 1 1 1 2-1-*JF37 ~ r--'41 Ir--*i~~ 0 - --- 15 -â‚¬ h h .,hw. 1.t.F- B..- . MAâ‚¬ -1 1 *ErÂ©MO FL. - - . 16,1 09 -0 _ __- U_.. .* B~ ! r Re-Ynove F : -- - <~ ~~ ~ Fi-* 1 +T-t1~- - - :_- i I -+1' '.&.- 9*.Â·.A -.... 1 1-1 1 lLC 1 1Â· 1 1 1- ; 1,1 l 41 f j ' 1 4 Fl~j ~ll ir 11 i ; : -.I-/ I ./ -B--I'll 1 ..7- .. -.,$ ......~.... 1 1 VEeT/ *ULE' ~ . - ~ . Fl ~ - -t.--- 1 0- f w :ALL r 1 I r - I ill 11 .1 1 ..- - V ..1'......J I 1 11 1: E 1 11 6 1 111 11 . 5 . A...i.....1, 2. --- 11 i -'-11 i ; i -d i --'----..'r.'. 1i itill,--1 'Â· - ,..,4.... *-- ......... , , - Â· - 6 1 j1ii 77-' U I .."a -, 1 v u # 11.11 111,11$ i j 1-1 n I i j-4-Â· Al-i 1 1---rjy~i__â„¢ : /1 4 lit ' It . , 11 1 1.- 1-1 J i f jÂ· 1.., .....,~ 1 5 1 , *i 1 2 ~* â€¢ tu.4 1 1, +=i 4 Â·Â· 4.1 - 2- .-- Â¥â€ž- -e-09==&** :-' 1- -41 - . -= I I /1 4Â» ."<' .4Â· ' . .: 21 k\A) .f-\Dpki'/G b ./9 21 a -, 4 .1 9 1 I I e.4 â€¢- CG; 1 .:A, , 95\A 96 P.. 5:~Af#T S.L.E.VAT ION : 04" =/-0 1 1/ . 67 \\/56 Â«42- 6 /1 1 7-14 4 A LL RED I .p EKICE . 3...4,; I 4<4 - D ~ '. .1 . . '. , U. ..,9.2 + n - /if , 1 Vi k f f 1 1 '' . :4. ..4, . 7'~. .: Â·Â·tr . . 2-0 - ~ V /29 43 7.. 3,% 3. 'Â¥5, 2Â·/ 4 - L ....f \ 4-2 4 , 1 0 .1 * j 1 ---\ \ / -- 224 LI ME Or= CE'L-1,4 , \ INSIDE AAÂ» TEKS- R,EPR'rA , / i kitr Â· _ - --4 Lit i Il . fl 1 \ L l NE oF CE 'LI At, 7-=Lic:,5,(r--:==..mat 1- -Ah .-*4 ~ - 1 67=%34, Ack:44 1: 4 - -1- /1 1 L AS* L DE /9'\ASTEK &,R , 4//-9-~ ~---- -'ll/- -*.I#N- - 92 , 3 1 4 ...1 7 - -7. . *- -1001 1 Til=.1 111 -- -4 F- --*71 J { 1 4 i ~ . t ., -7 / / . 1 1 1 1 i I t-1--1 1 Â»-- -01 41 - ti 1 --- 4 F'T 72 i _ f It=++ 1 . 1 1 11 tri ---- i : # 1 k f Â·ij i I > 2 1 1/Elk-41 -7 ' -, 1 i --- , 0 ---41â€ž ..1- I. ~--- -... . i 1:1 1 1 'PIEk:*JI> pil-00/ 2. CE ; L-.--e-4-.- D.-/b ,- -0 i i -0- ~MNER. 2Â£01200,LÂ·1 E L:, lo, f_Â·d' - b-- -*--48=*---.-- -*- e ;1 - +4 EÂ¥/-9 nAL ' S ELON P F-1-1 1. - . . 1Â· ELA 06'-Eur i k__- -49 all -111 *.....I-*. 1 t. i j j ----- . :C. I 1*1 _ '- 1 1 -.. 2.4- , Pl- E . 1 . .f i Â£1-- 1 - .It, Â· *w - 1 NEYâ€¢/ ED<lipT/NU 1 l 4/ 1 k) b Hopk i Fls REVI SED NOâ‚¬1-/4 ELEVATION : 1~*=/Lof' 4 , . g r.4 ~.Â·,4. 9 Â·Â·Â· : , '46Â» 1Â· I. . 1.. .1 . -2.h'_n___.-:.-c-=Â·_ .4:ji:.bâ‚¬4/-*6 t<4, .4 , -'91... +.-;.. + ON\I-EMUALL RESIDENCE E/\\/86 ... .**. . . . . . .4 , j 4 2 1 .