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Home My WebLink AboutLand Use Case.334 W Hallam St.HP-1991-17Lk ; 11 P - ict Q 1 - 17 2737-124-23-005 334 W Hallam 1 f . -2Â«0 i 6* 42/59 * 0 '1 P 0 * ./. MEMORANDUM To: Aspen Historic Preservation Commission From: Roxanne Eflin, Historic Preservation Officer Re: Conceptual and Final Development and Vested Property Rights approval: 334 W. Hallam St. Date: ~June 26, 1991__ 4.1,7 SUMMARY: The HPC is being requested to combine Conceptual and Final Development review processes for the project at 334 W. Hallam. The applicant is primarily seeking Vested Rights approval for the (previously approved) significant development plans, which expire on July 10, 1991; they are required to re-apply for HPC approval under the standard Significant Development Review process in order to be eligible for three year vested rights approval. Therefore, the applicant may either submit for a building permit prior to July 10, or re-apply for HPC approvals according to the code provisions. They have elected to do both. The same plans that have been submitted last week for a building permit have been re-submitted for HPC Significant Development review. Any and all new code provisions, put into effect since the initial plans were approved, would apply. Staff has reviewed the code to determine if any standards have been left unmet; it appears that the project still meets all the development review standards and Guidelines. We are recommending the HPC consolidate steps, and approve the project for Conceptual and Final development. We are also recommending the HPC approve the Resolution granting vested property rights for three years. APPLICANT: Frank Peters and Marta Chaikovska LOCATION: 334 W. Hallam St. ZONING: R-6, Designated Landmark, determined eligible for listing on the National Register of Historic Place PREVIOUS HPC ACTION: On January 10, 1990, the HPC granted Final Development approval for the property located at 334 W. Hallam. This project originally began in early 1988, when the HPC granted approval for the significant rehab of the alley outbuilding (Phase 1) , and the renovation, partial demolition and expansion of the main house (Phase 2). Vested rights approval was not requested at that Final meeting. DISCUSSION: Staff has reviewed the plans according to current code standards. The only two provisions that have changed since 334 W. Hallam initially came into the HPC review system, is Ordinance #1 0 0 (requiring accessory dwelling units or cash-in-lieu if 50% or more of a structure is demolished), and the partial demolition standards. Ordinance #1 does not apply in this case (less than 50% of the structure is being demolished), and the partial demolition standards appear to have been met. The additions are not original to the structure. ALTERNATIVES: The HPC may consider the following alternatives: 1) Grant approval for the Conceptual and Final Development application, and the vested property rights resolution as proposed 2) Grant approval for the Conceptual Development application (with conditions), and require the applicant to submit a separate Final Development application to meet the conditions of Conceptual approval. The vested property rights resolution may only be approved at Final Development review, which will require re-noticing for the Public Hearing. 3) Table action to a date specific, to allow the applicant additional time to review and restudy specific areas of concern. 4) Deny Conceptual and Final Development approval, finding that the applicable review standards have not been met. RECOMMENDATION: The Planning Office recommends that the HPC grant approval for the Conceptual and Final Development application, and the vested property rights resolution as proposed, for the property at 334 W. Hallam. Additional Comments: memo.hpc.334wh .. MESSAGE DISPLAY TO Kathy Strickland From: Roxanne Eflin Postmark7~Jun 03,91 4 3:16 PM Subj ect: Final HPC approval on 334 W-HallamÂ¥ Message: They are finally coming in for Vested Rights approval, which means they have to go BACK through Conceptual/Final. Poss is still the project architect on it, and needs the EXACT date when they received amended Final (he thinks it was December 20, 1989 or later), and also wants a copy of the minutes when that was approved. Actually, I think they got Final earlier than that, and just came in 1.5 years ago to ask for a amendment to their plans, which DOES NOT start their 18 months Final approval over again... Could you please do a little research and let both me and Poss know ????? Thanks! --0---- .. 9 14-11 4,Ad- 339 +L) - /4-,uL-- 1- & r- e q c,cu~0~Â¥/ 44Â«-- j/Â£7-.,t.=,0- j 1 - A *4 - 44-va .6--e.â‚¬76~422.4 \ -1 5- cl O * F.h - .. -,fiI#HPC.MINUTES JUNE 28,1988~ 334 W. HALLAM Bill stepped down. Georgeann chairperson. Frank Peters and Marta Chaikovskaâ€ž owners. Roxanne: At the last meeting Trish Harris had presented the entire plans which final approval was given and she verbally presented the fact that there was a possibility they might want to increase the size of the basement for storage and possibly lift the carriage house up and move it. That developed into an entire conversation about the encroachment of the parking situation into the right-of-way and all of that and if they are going to move it maybe we should look at an entire new plan for reciting the structure. Frank: We were concerned that there was a misunderstanding. At the last meeting we did say our thinking was that a basement was .e'>Â·',.t more appropriate in that structure and she came in and said we were going to put a basement in but she was free wheeling as to 0;eÂ·â€¢Fff? how. We don't want to move the house at all but it is impossible UN-:92*52 we are told to do anything with the foundation, to under pin, to t11 put a 4 ft. foundation wall in or to put a regular 8 or 9 ft. basement wall in without lifting it. The minutes I read stated if it is going to be moved or lifted then we have to come back to HPC. It is the view of the architectural firm, engineering firm, excavator and the general contractor that you won't be able to do 2 -- anything with that house if you don't lift it somewhat. We are not going to move it one inch north, south, east or west but it has to be raised and supported in place which something is done to the foundation. To raise it we have to build a plywood match box all around it to make sure nothing happens to it when it is raised. Then we have to have a house mover from Glenwood come in and raise it before we can even touch it. The additional cost after doing all that to go ahead a build a basement for all the , mechanical, washer and dryer was small in comparison to what we 44 already have in it. That is why we said we will do the basement. We are saying we might have to lift it as high as three to four 242% feet for three weeks then put it right down where it was and it .:.3,- will never move during the process and we were hoping you Â£ wouldn't have an objection to that. Marta: It is a safety issue as well. Frank: When the house was built the existing support is E ~ E- internal not on the outside bearing walls. L -== li 10 .. <--.- HPC. MINUTES JUNE 28, 1988 1 ' Frank: We just need some movement on item #3 that says we can raise it. Georgeann: You are not bringing it any further out of the ground or having anything visually on the outside changing. Frank: Absolutely not. Georgeann: Instead of 4 ft. foundations you are asking for 8 ft. and a washer and dryer. Frank: Visually if you walk by you will wonder if we put a basement in the house. At the last meeting lifting and moving because one clause instead of two separate ideas. Bill D: It was presented that it could be picked up, moved over, the foundation poured and moved back. My idea was if you can pick it up and move it then you don't need variances. Georgeann: From our point of view all we have to do is make a motion allowing them to lift their building up for the purpose of putting in a foundation or basement and the detailing is left up to them. enâ‚¬040 AUgie: You might want to require a letter from the structural engineer and an implementation plan describing what you are going to do to protect the building. Georgeann: You are saying not just the letter from Ted saying you can't do underpinning but a letter saying what should be done and how it will be done. Frank: If you give us approval to lift it up and put a basement/foundation in you need confirmation from the structural engineers, one that it can be done and that is the way to do it and how it is to be done. MOTION: Augie made the motion approve the addition of a basement underneath the carriage house at 334 W. Hallam noting 7.4 that the building will be allowed to be lifted up in the air to put the basement in and that we need a letter from the structural 4:34- engineer stating that this is indeed the way that should happen and also an implementation plan on how you are going to assure the safety of damage to that building in that moving process and no visible changes to the way the building is now. It must be put back in the same location and site. Nick second. All approved. Motion carries. Roxanne: Joe Krabacher is the monitor. fll-')-h 11 .. ,_-1 HPC.MINUTES JUNE 28, 1988 . 3 Frank: We are also involved in the sidewalk issue. I want to encourage HPC to get involved in this and it can have a long range dramatic impact especially on the west end. You have water flowing through town the same way it did 100 years ago. ASPEN LEAF JEWELERS-120 S. GALENA/SOUTHERLAND FALLIN Bill: This is an application for an awning. Roxanne: Kathy has noted there was an awning approved on the other side of that same building. Ed from Aspen Awning: They were going to put awnings on the front of Godiva Chocolate and they are not going to do that, instead they put up gold signage. The only awning on this building will be this one. Georgeann: Should we get something from Godiva that discontinues that awning use. We have a year time period. Ed: This is a permanent frame awning. Bill D.: You will need an encroachment license from the Eng. f+ME~ Dept. as this would protrude over city property. If it was 49.*g collapsible we would waive that encroachment license. ...31:pt,Mi-- Roxanne: J This appears to be straight forward. Ed: ~/ It is an 8 ft. convex awning covering a double entry 14Â¢3~6. ' ir.Fi:545 doorway 3 ft. out and 3 ft. up. This is going to be a rigid *,Rate valance awning which means there will not be a floppy valance. f lk.47 :*AfF.. It will be 7'9" above the ground which is right at the break of 32@1 the window. There is an extra window there and the awning will beset at the top. It is a 1" square tubing which will be 41*i : permanent and 22" spacing ribs for snow load. It is charcoal 6%*EF't ~ gray material. The Aspen Leaf will be located right in the middle of the building. :'34 Bill: You might check but I believe the city requires that it 2-/ 66-121 be 8 ft. above the sidewalk. - â€¢ Â·Â·1,7 )/ Â· 0.~--:Â·90 '92Â¥69*r fl Zoe:Le?'Awnings on that building would be~attractive and the color " ~ $9%&Â· is a ~ good selection. r If this approved it should be under the condition that whoever is in this building and if they want an awning it has to be that awning and that color they would get. 05.10 - This is they way we handled this before. .i--3:12- * :--42$R ..~71'zii Ed: The landlord is in approval to that they all be the same. WÂ·.8-1 - 12 ...... .Atjâ‚¬ :06%,14 ' .. -~ Historic Preservation Committee Minutes of December 20, 1989 Bill: We have a difficult time relating because we have no standards and there is no historical context to relate to. I am having trouble with the space on the sides because historically in downtown we do build lot line to lot line and in a residential scheme the architect is trying to get light and ventilation. Georgeann: I do like the verticality of the building. The finishing and tiny details and critical. Glenn: The section and how it relates to the street is critical. I still feel the facade of the building looks like we live in a high crime area where you sneak in the side door to get into your house. MOTION: Joe made the motion to grant conceptual redevelopment approval for the 624 E. Hopkins subject to the conditions 1, 3 and 4 of Staffs memo dated Dec. 20, 1989. Staff in conjunction with the Aspen Historic Trust be allowed the opportunity to coordinate a relocation of the existing miner's cottage without expense to or time delay for the current or proposed owner. 1: . , Georgeann second. iLL'Al. -10.'./. - I 4/ . . - i b Â«Â·, Don: . This building has references to contemporary buildings #349 -1(4213,i thatf are not on its block. I would recommend consideration of Uf ?3:41624Â£5 using materials which make reference of what is going on in the ...: 'rjo-,Akf.81'j block i.e. concrete block used architecturally; stucco. The 4 , ' F t.%.12.4 6- Â·r,:-59.Tmaterials might make reference to what is going on. 93-2333* 't . 1%99-:79.;29 Georgeann: Perhaps some kind of wood siding, keeping it 6.ty/Â·..4.;-44 3..2 contemporary which would reflect the houses across the street but '543:mi g?:pÂ·-rÂ·- keeping a contemporary detailing to help it work with the *,0*j-*-- y. r buildings beside it. NUSTâ‚¬.-7 3 AMENDED MOTION: Don made the motion that a restudy of the exact 74%4 4*Â·r -Â· exterior materials be presented at Final. Georgeann second. :%35 5 rf All approved. Motion carries. 334 W. HALLAM - FINAL DEVELOPMENT EXTENSIONS -331Â·- *i-.-T. Bill Stepped down. pr.j- -'12:3 - Don stepped down to attend Council worksession. Roxanne: 334 W. Hallam received final development last year and - final development approvals are good for 18 months. Their 18 months has passed. No other changes are taking place except that ~â€ž. they are excavating under the entire historic building instead of . just a portion of it therefore I am requiring that the applicant - submit a letter of guarantee and engineer's report on the r,9 - . 1.- excavation of the basement and a temporary support structure for 2 : â‚¬Â·39?...'2... -.. /3 Historic Preservation Committee Minutes of December 20, 1989 the building. Since the approval has expired if the Board feels changes are needed it is appropriate. One issue of concern is the side entry and competing bay on the second floor with the facade of the house. This building is eligible for listing on the national register. Staff feels the bay should be eliminated that it be very quiet and that the focus point be on the facade of the building. This is particular difficult as the building is on a corner. Georgeann: One thing we discovered is that the pieces of glass are large in conjunction with the main house. In the future we had determined that carriage houses have smaller windows than the main house. I am concerned about the large piece of glass in the middle of the bay, that could be out of keeping. Joe: Does anybody have concern about the green house. Roxanne: The green house was to be simple and not harm any of the original materials on the carriage house. The base trim was originally to be brick but has been changed to panels. 1.9-1 Georgeann: I have no problem with base change. 01 - ' 0.1-JU.1 Â· -B v.1 Joe: ;? I have no problem with the base either. 569:'..)8224: The Board has concern about the window. The central bay needs relief as it is too large and 2-4-Â·Â·f competes with the main house. nÂ·44Â·**:2:- ~~:': /:Â·.. Larry McKenzie, architect: I had looked at possible options to 1. -*>t:w.. r- di f ferent bay shapes. To make the distinction of the simpleness 5,1*Â¥.43=2,1 3. . of this side and the addition we felt we had to show the -fsÂ·-4... 52.4 2 '.i:.. t difference between existing and new. ~**Eme i...0- . The issue is that they need something to break the snow 3,9513:.9 : coming off the roof but I am in favor of eliminating the bay. It needs minimized. fÂ·I;1 -21 Joe: 1*f? ~ -,- *'. Georgeann: Possibly the use of three windows. b =Â·Â·.' 4 _1- Roxanne: My recommendation would be to eliminate the bay and come up for a more simplified openings on that elevation. 40*6 7 2,2 ' Georgeann: Simplify the bay on the west. side but not necessarily eliminate it and simplify the whole section. Approve the panels at the base of the greenhouse and I want stringent 'ra requirements on the foundation etc. as this is a prime building. 3 .' . 8 ' '4%9'. R f -.. Historic Preservation Committee Minutes of December 20, 1989 We recommend a restudy to simplify the west elevation and a restudy to eliminate the bay. MOTION: Georgeann made the motion to table the application on 334 W. Hallam Street to give the applicant the opportunity to restudy the west elevation to endeavor to simplify it either by eliminating the bay or simplifying the bay. We want to see both. Also that the applicant bring back letters of guarantee and engineer's report on the basement excavation and temporary support structure of the building. RFTA BUS SHELTER - 100 BLOCK E. MAIN - MINOR DEVELOPMENT Bill reinstated. Joe stepped down to attend council worksession. Roxanne: The shelter is very contemporary and steel with tempered glass. Since we have no guidelines for public amenities I have recommended approval with two conditions that RFTA complies with Main St. Historic Guidelines (when adopted), should alternatives to the proposed bus shelter design be determined 4 more appropriate in compatibility with the character of the District. That the applicant fully describe the landscape plan. 422. ..1 .2. .Jerry Mcearthy & Kenny Osure architects: Jerry: The structure has not changed but the location has. :Â·ji'~ i:. Roxanne: What about lighting. b L. Jerry: There is a light within the structure that is on a photo cell. U ~ ~. Roxanne: There is a shelter similar at Mill and Puppy Smith 9.-Â·,1.4 ,/ 3 V - street. Jerry: This bus shelter will be a little finer detail. 35%2.,1.-2 Les: The design is not inviting. 999$*A'Li t Georegeann: r In this particular site we wanted something - 3%1*443.u; unobtrusiVe due to the clinic and library. i â€¢'A'L;.;~by#-2 Â· *326.0. Jerry: There will only be one shelter. ... t; 't.4 - Bill: We had reviewed this before and the budget was taken into consideration and this design meets all their requirements. 4 *r- -.. . < HISTORIC PRESERVATION COMMITTEE MINUTES Second Floor Meeting Room January 10, 1990 Meeting was called to order by chairman Bill Poss with Charles Cunniffe, Joe Krabacher, Don Erdman, Leslie Holst and Glenn Rappaport. Georgeann Waggaman and Chris Darakis were excused. MOTION: Les made the motion to approve the minutes of Nov. 8, 1989. Charles Second. All approved MOTION: Les made the motion to approve the minutes of Nov. 29, 1989. Charles second. All approved. MOTION: Don made the motion to approve the minutes of Dec. 13, 1989. Charles second. All approved. MOTION: Roxanne made the motion to table HPC Resolution - Goals until the next regular meeting. All approved. 334 W. HALLAM, FINAL DEVELOPMENT APPROVAL EXTENSION Bill stepped down. Charles chaired meeting. Roxanne: In order to grant an extension HPC must review the '.. 6 - r. approval again. The issues of the west elevation were brought up h . and found to be inappropriate. The Planning Office recommends that HPC approve an alternative between B & C: upper floor t.... windows as proposed and no gable on either floor be included and -- also grant Final Development extension. Larry McKenzie, architect: Concept 3 of our proposals ('cross - r gable) maintains the gable as is, no new styling in the victorian architecture. It provides some snow protection and a contrast. 3, " from the new construction with the old and I feel thati is ..I 43 necessary Â·in showing what is new and what is existing . . J~Â·.>4- f,LÂ·~,10.31,E- Charles: What is staffs concern with the gable. 4.2 . f - / Roxanne: It is whether the Board wants this particular additidn 3 ...â‚¬......... f. 1, to blend so well into the historic resource that there is no real ..59-6 Â·Â·t.60..'.,2Â·Â·24-1 distinction between what is old and what is.new. C: --Â·. 3:e. V-ki,,4:,:0:3 :.. ,- , . .el'.0 - 4.9-1 - 1... 62 33-1 Les: ': My problem is snow accumulation.- '.-'- .:9. :'i :3.:-:.6,.. i:-KI:.:*-tp,<Al--Â·-~, 1 .cl-:- ,Â·.2-' Larry: I feel solution C is a compromise in reference to snow.907- I feel the second floor cross gable introduces ' a* new shape that--9 329: is not shown on the existing structure. . . I , . Charles: The question is whether leaving the addition flike' it -Â«7 - is vs adding something to the addition that.is' stillton"Â· the< -- f : - . ./Did+ addition and doesn't add to the main house. Â·- 1 :. 9 - 1 .,.11= t t.le :phpitd/66-i... I: ./.- . k...i - A.*19â‚¬t'Â·.tÂ·29Â·Â·~ - -â‚¬39Â·36..7.-Â·Â· 44Â·' ' .r :?,1. - j.'.j.â‚¬Â· - f tirb.<c -; -47,# 4(2:g,-i-,;19*W/<63&f:4.29'LEE i.,Efjtl<zii .ifik#41;Eptt,.3 .5.2.Â· ..6-*~ . 2.--Â· 3 5, t..00-44 , r Â·, Historic Preservation Committee Minutes of January 10, 1990 Larry: We are getting rid of the existing addition and adding a new addition. Don: C solution seems to be the best as B tends to draw a lot of attention. Les: Because of the verticality it balances everything off. Glenn:- I feel there will be a problem with the snow. Charles: Possibly there is another way to make the gable come down and not come into the intersection of the roof. I would like to see a version of C with a reduced gable. MOTION: Don made the motion to grant final development approval extension for 334 W. Hallam. That scheme C be .approved with the provision that the height of the gable and on the second floor be lowered below the top roof height and therefore reducing the size of the gable and giving more room for a roof eave to dissipate -- snow before it runs into the original building. The approval for i r ~Â· ; c the windows as shown in C also. Joe second. All approved. 309 E. HOPKINS & 200 S. MONARCH, LANDMARK DESIGNATION,-'' Â·t, ~ - - DEMOLITION, RELOCATION AND CONCEPTUAL DEVELOPMENT APPROVAL - - f' I, ~ Charles stepped down. Bill reseated. Roxanne: Â· The applicant is requesting variations from the HPC*on. -- parking and open space. The applicant is requesting landmark designation for the entire 9,000 sq. ft. parcel and also the demolition of the cleaners building on the corner and relocation,.. of the Lily Reid Cottage to the corner from its location on lot C 7---',1- r: ' - 3Â·-- L. and conceptual development. .1.3' ,~..~. LANDMARK DESIGNATION: ' Staff finds that the entire parcel does --- . - not meet the standards and therefore the code does. not allow for. 69.-- a designation .of J the entire parcel. ' ...It does ~ allow:e fort i.9 :GE-.1 11,-t designation. offthelcottage.*..1Standards should be:?discussed>fand 467' 99: 0 -7-c:*) how. they: applyfori not capply: to ' the parcel.96 Landmark-: designation-.Â·Â«.Â·... NE .0-7.-- states y thattany-. structuret that, meets?: one? or more~Â·J'offithet (6) 6-8-7 UNf--- 675 standards-] maybe,-- designated.99 A, h the:. first.:-standardrr is f historic Ki 9 f i ..7, . --,- 4.e - importanceland *the-- cottagel meets Â·that - standard?p due-.Itdilther ,,- I-Â·'37 ---Â·f 3 association off Franzi Berko, Aspen photographer./ The rest ofrthe-13 -Rt Â»,Â·Â©parcell doest not.-+BO Architectural Important; dthisfis the last7.:i: 33 1 .Â»41 brickf: crosstfgable f cottage . in . the fcommercial: core.. district.- and 2 :Â· C ... t meets- the standard.,1. The existing building on the- corner -,isâ‚¬new 'UÂ·-2 I ./ . - - ...1 . : *utiÂ£322Â£43,2.-,1-,%',:~,E~qz,I,I,-VEfi,~~-2~i--6, ~1,-Plitiffti .....2 7, f.--J:=v:4-I':.1:-f:~~::f--2,1, .44:-; 4-(-- f-iLK-0Â·-~:Â· -j 'qi:-'-".1 -SÂ·'4,6.-; ~2.-Â·12.-1-2.:23ri;3,Â·33..5.."-'Hr 2.f,kA:'- L: :..... Â·rÂ¥. Â·e. Â· - - 5.--*2;3-Â·:34~37---~491:Â· MtÂ¥.30,â‚¬Â·fÂ·.)?f .3.v'*Â·.Â·Â·Â·7;7Â· Â»3 33 62 2' P 2.- I h- . I. -/ I ./9 . 1. i- F.38 7. n:.% 4144'irt-'03:t~26 YE-:As,ir-ZE-Â·':4Â·32- f : : -r.,4' ~ i-I-.LD 1 4 -41. 3:2. .r 4-1...;. '.:: b f..:- ---- 1 1 . - - ::.A/=' .V*--9... Â£ 44 I . 1 :*st. R '.1~915'grÂ·fzt,Â£ :r: ..117.931:~'......=Â·, Â·fh.-:'1 Â·Â· -- ; '~ Â· I,7 Â·-* - . 1, 1 9, -- .:ZR ' + V. . . . . . 4 ' ABBREVIATIONS ABBREVIATIONS CONT. ARCHITECTURAL SYMBOLS LEGEND i DRAWING INDEX - - . PLAM Fla,tic laminate RBL rubble stone TOL kilerance (TOF OF Ll l'68) 334 4GI. 0' NEW OR REQUIRED POINT ELEVATION /(1 BUILDING SECTION 'SURVEY , SYMBOLS USED AS ABBREVIATIONS BUR built up râ„¢*ing DIAM (95> (11 anieter PL plate SFGL 5alety glass T&G tongue and groove f REFERENCE DRAWING NUMBER 3 AO. 1 GENERAL REFERENCE W EST PG phate glass SCti Thedule Tog t()1) t)i %1,11) L ingle BBD bulrun boaNI DIM (limenwin centerline CAB cabinet Dr K di.pen.er PWD PhÂ·wo~d SC N screen T.O.9141- top ot 'teel Al.0 SITE PLAN C channel CAD (,1(]inium DIV divkion PT point SNIT walant To 161 lop Of wall /[_33 WALL SECTION OR ELEVATION A2.1 BASEMENT FLOOR PLAN HALLAM F[Il REFERENCE DRAWING NUMBER #-E- EXISTING CONTOURS A2.2 LOWER LEVEL FLOOR PLAN CPT cart)('t (ed) DR (Ic)< I PVC polyvinyl chloride STG .eating TB towel I),w /#Uv N penny SEC TR A2.3 UPPER FLOOR PLAN ASPEN ELEVATION NOTED ON HIGH SIDE Â·~ 1 perpendicular CSMT ca,enient DA doubleacting 14â‚¬ porcelain enamel set hon tr'' n.{)fll ~) DETAIL RJ plate Cl IN iron DH PTC post-tensioned concrete SSK wrvice ink T Irrad //â‚¬Ia-- REF~NCE DRAWING NUMBER A2.4 ROOF PLAN COLORADO NEW CONTOURS double hung ELEVATION NOTED ON HIGH SIDE round CIPC (a.1-in-plaa, cor crete DTA (1{)vet.iiI anchor PCf pounclt, per cubic foot SHTH .heatung TYP 1,11} 1/ Ill A3.1 NORTH AND WEST ELEVATIONS csr Cab[ stone DTS dovetall anchor bio{ PEL pound, per lineal foot SHT sheet UC L111(4 R ut -~-TE>-1 TEST BORING 54 A3.2 SOUTH AND EAST ELEVATIONS ) A'(-t MI.~44 UNF CB catch 11â„¢n DS down>polit PSF polind. per square foot SG willrl'NI~(,(1 ~ Xe) INTERIOR ELEVATION A4.1 BUILDING SECTIONS Â· 1 1.,.-22=2.fit ABBREVIATIONS. CK calk (ing) cauik (ing) D drain PS' p{)Und. per Miuare inch SH ,1,12, .hel,Â·ing UR ll,Inal - -- --~--- LEVEL LINE \13%11 - A5.1 WALL SECTIONS ABV aix)ve CLG ceiling PRB cir.,in 1)0.ird PCC pritait conirete SHO .hore id), (ing) VI v-loint ted] i A6.1 LOWER LEVEL REFLECTED CEILING PLAN AFF above finished floor CHT ceiling height DT drain file PFB pretabricate (d) SIM vmilar VB wi.or b Arrict A6.2 UPPER LEVEL REFLECTED CEILING PLAN dfa ASC above sushended ceiling CEM cenient DWR draw'er PFN priÂ·tini.hed SKL .k.Â·light VAR .irn.#. PROJECT NORTH NIc access PCPL cement pia'st- (1:ortland) DWG drawing WINDOW TYPE USED ON PLOT SITE PLAM ONLY) A7.2 INTERIOR ELEVATIONS Â£ & ASSOCIATES PRÂ¥ prelornied SL *eve VNR â€ž'neer (MAGNETIC NORTH ARROW A7.1 INTERIOR ELEVATIONS ROOMS - WILLIAM JOHN POSS ACFL aC ce55 floor CM Emeter{S) DE drinking k)unt.]in PSC pre.tres.ed concrete SC .011(1 c .re VRM , ermicullte AP al ceSS panel Eff CL .1'IC Dw dumbwaiter PL propeity line SP scil.ndproof VERT , Crtit Al 43<b COLUMN REFERENCEGRIDS - DOOR NUMBER A7.3 INTERIOR ELEVATIONS AC *0'VICÂ·al CTÂ· cer,it Nle EF raili 1-ace QT quarry tile S .outh VG Lertical grnin ( 5 ) (IF MORE THAN ONE DOOR PERBOOM AB.1 DETAILS ' Â· ,~ '' ARCHITECTURE a ACPL 2:Â»lical piaster CMT - SUB LETTERS ARE USED) PLANNING Late (ble) E e,1.t RBT ral)het. rebate SPC .[).t{ l'r VIN 'Inil 1. 14.1.21 ACT 4 heal tile CHED chalk board ELEC electril (al) RAD radius SPK 'peaker VAT unl .751*Â·,16% tile I DASH ANO DOT UC ~ CENTER LINES FLOOR LINES IN 605 E. MAIN STREET ASPEN, CO ACR aaÂ¥11(. plastic * CHAM chanifer EP elearical panelboard RL rail (ing) .30 XPL .1 )(,( 1,11 VB unill).1.c I EXTERIOR ELI~ VTIONS, PROJECTED LINES DASH AND DOUBLE DOT LINE- 303 925 4755 ADD acklenclum CR ihromium lil.iteÂ·.3 EWC (Â·lec tri( water ex,ler RK'C r.]innater Mnductor SPEC 4}cK ilit.mon Al U und tabric ~ . PROPERTY LINE, BOUNDARY LINES ADH adhe.ve CIR NK le 7 clev.ition $!EF rellÂ·wnue SQ VT und tile ADI ,id jacent CIRC E FV (,1,1\,~1(,1 RIL fri'lid (cd). liw). Cor) SST .1,11111<Â·v. .tert WIT ..'Inv ul DOVT ED LI'J -1 -1--C -----~. _. c tizinit,Â·rente HbDEN LINE ADIT adp.1,1|)|l' ri p Clear (.111(C.3 EN, 4 Unwrgen( \ REFR â€¢ retri#/alt)r ST[) .land.mt 'A T K . all 10 -all AGG aggrâ‚¬Â·gate CLS L.v U U FNL (gic |(340 1.re) REG reglhter STA 41.11')11 W H .aH hung BREAK LINE- â€¢7 AC air a)nditioning COL colunin El< equal RE MINNIe Id), (ing) ST iteel WC "ater (I{het A n~,----Jâ€¢- TO BREAK OFF PARTS OF DRAWINGS V ALT alternate COMB combination EQP rquipment *CP reinforced c oncrete pipe STO Ntorage WP naterpri â€ž iling GLAZING CALCULATIONS AL aluminum COMPT c{,nipart ment ESC iÂ·Mial,kir RE M r, 01â€ž1Â·e SD 'torm cir.nfl WR 9.11*Â·r repellent â€¢ ANC anchor, anchorage COMPO co*)14:lion (comp(}5110 EST r,1 imate RES res,lient STR htfl/NIA| ..V S 11'*,r.t(}1) AB anchor bolt COMP comprebs (ed), Cion), (ible) EXCA exc,/ , I RET relurn SCT .tructura} clay tile WWF MI(lai wire ta!)ric MATERIAL INDICATIONS ANOD anc)(Ii, ed CONC concriÂ·le EXH exhau" RA return all fÂ·US ~l,pekIll{| W M.1 WINDOW SQ FT GLAZING QUANTITY TOTAL SQ FT APX a PI),cixiniate C,AU con( rete niawnry unit EXG ext,ting RVS reveNÂ· (.idel SY,1 . ninic'In lic .1|) WHB auÂ·el l â€žimptiÂ· . A 7.3 17.3 ARCH architect (ural) CX conneilion EXMP ew.inded metal platr REV re,1.lon (.1 revt.fed ST/N gntlwlit W n,(!th. wde r B 5.3 3 15.9 AD area (Iraii CONST (011.trudion ES i'V).1,7.1 in 1 34 ill RH righ: hand SYS ..Â·diÂ·ni W IN .1,(104 Acoustic Tile C 8.3 15 124.5 lili ASB 04|)â‚¬'btc)4 Â·Â· . NT continuou, or u)ntinue EXP 'V)()'((i r,ght <,1 i.Â·.n TKBD WC; .Ire{| 0,Â» D 10.0 5 50.0 R()\v ./ klwi,/rd Arie k: E 8.9 1 8.9 ASPH a V#7 1 It CO, c 'Mrd, I (c'r) EXT 'R r.r TKS 1,1(k,flip WAI v. Ire m.b ' \1(Â·fl{)[ AT a,phall tile CLL coner.tit limit line tXS (Â·,tr,1 .trong RNT ri~et TEL teltÂ·1)1~<,1~e WO '*t F 8.3 2 16.6 . i AUTO autoillatic CIT control ic,int FB I.ice bnc k RD ri)(it (train TV teli.,von WD ")(1 1 G 15.3 1 15.3 BP back 111,,bler ted, CPR copper FOC t.KiÂ· 01 toric rele RFH root- Ii,ik h TE ter ra lott,1 'VÂ¥8 *10{1 ba.e Firebrick . H 3.6 2 7.2 BSMT 1).tiement CG corner guard FOF face ot ini.h Â· RFG roonng TZ lerrizin V*I .Â·orking poinl BRG bearing CORR wrrugated FOM RM rcioni THK thick (ney.) Wl wrought iron Face I 2.2 2 4.4 lace 01 nia,orlry ~ J 1.1 2 2.2 BPL bearing plate CTR ((,unt('r FOS ta' e ot .tild. RO rough opening THR thre.h{)1(1 RB riliber b.lhe TPTN toilet parlition Ceramic Tile K 0.5 2 1.0 BIT bed joint CFL counterfl,hhing FF t.ktory lin"h RBT rubber tile TPD toilet paper dkpenser - Â· L 20.0 7 ,/ 140.0 BM bench mark (ft:Alâ‚¬~ CS counlersink FAS LNen, fagener M 23.3 4 93.2 BEL below CTSK counter.unk bcrew EN lenc e Concrete: ' 0Â¢T [)ehipen CRS course (s) FBD fit)erb,iard ADDITIONAL ABBREVIATIONS BVL beveled CRG cross grain FGL Rberglass . Block 914% 1 DOORS ~ BIT bitu ncus CFT cubic foot FIN linish (ecb ~ f Â· 5 8.0 1 8.0 1 BLK block CYD cubic vard FFE 1-inRhed floor elevation Â· BO bottom of 4 J ' 44~ Cast-in-place BLKG blocking DPR .per FFL finished floor line BOF bottom of. footing . & Preca.t 6 7. L 1 7.6 BD board DP dampproofing FA fire alarm EXPN expansion Â· I 11 20.1 1 20.1 BS both sides DL dead load F8RK fire bri k hour Lightweight U â€¢ 8.4 "2 B W ' HE 12 18.1 1 18.1 .Â· both ways DEM demolish, demolition FE fire extinguisher r , 1 13 18.1 1 18.1 TOC top of column #OT bottom DMT demouptable FEC bre extinguisher cabill:1 Ear -n: 14 7.8 1 7.8 ARK brick DEP depresed FHS fire hose station ~ TO CONC top of concrete BRZ bronze DTL detail . FPL fireplace TOF top of footing 1/j altlialillal , _ BLDG building DIAG diagonal FP fireproof TOJ top of Joist Disturbed 12'11=111<=11112 ' TOTAL SQ.FT. GLAZING = 566.2 UBC Uniform Building Code Undisturbed V TOTAL SQ.FT. ENCLOSED HEATED AREA = 5278 Â»4*Â»2*,741 FRC fire-resistant coating HC hollow core MMB membrane (3 1 Â·. M p E~ FRT fire-retardant HM hollow metal MET metal . I 566.2 = 10.73% OF 5278 FLG flaching HK hook {g MFD metal floor rjec king FHAIS flathead machine screw HOR h<,riz<,ntal MIFR metal furri~ ' FHWS flathwad wood screw HB hobe bibb MRD met.11 roof decking Insulaticre [1 -- .- . , ZONING INFORMATION FLX flextl~le HV.'11 hot w.itcÂ·r heater MTHR metal thrâ‚¬Â·411(iici Batt, Loose, FLR flf/)r iIi):) INCIN incinerator M meter N Fill--Blanket FLCO floor deanout INCL Ill(|~J(IiÂ· 1(14 ling) M Al. milhmeter (5) FD floo. drain ID in~idi, (Ii.Inwter Al\%'K 5.Â· j cia: PROJECT LO .ZATION 334 W HALLAM, ASPEN, COLORADO FPL (kx~r philt' INS 1,1.ulate ((11, min) MIN minimuni . . *v,< Â·- kr * ~ ~~ ~ â€¢ FLUR Ilunre. ent IN(,( mulaling c (inirete MIR iniftor .; - ~ - LEGAL DESCRIPTION 1 FJT till.h joint INSF Ilâ„¢ulating 1 MISC niM elidneow FTG (noting INT .11/I 'I Al()t) Mic ,(Ill),1 r Polystyrene . Â· CITY OF ASPEN , - ~ Extruded ...........+ LOTS K,L, AND M BLOCK 42 f i.-Lp114191-13 i LOCATED IN THE R6 ZONE FRG 1(,rgâ‚¬Â·(! 11 K itittÂ· I.' k Ailt) molding, moul(ling FND lounriation IN I Al internied,al c MR m{ 11) rectÂ·plor . FR tranic id), (ing) IN\ invcrt Al I .04 1Â·(11. (inK) Resilient 1 FRA Irc.h air 11,5 Ir(,1, M. .1/t MO\ nunahk, Flooring lile Fli-1 L LOT AREAS 0 and associates . FS full vic IC 1.1,11106 clo.el MUtl mullic in 1 90.02, X 1001 = 9002 SQ.FT. - FBO furne.led bv others IT loni NL nattable .1 Metal: FUR il.mhing) 11 joint filter NAT ..1/Ur.11 I ' DUPLEX IS A PERMITTED USE WITH 6000 3~ 605 EAST MAIN STREET FUT lut,Ire I ~"~ NI ill( All 6 Â·,i fi SQ.FT. OF LOT AREA ASPEN, COLORADO81611 GA g. 44,0 gallge KCPL Keenn crnient 1,1.Ncr NR nolhe redult,(:11 A 1 1.- .-1 i r, um galunized KIN kicki,lati, NRC noNÂ· le{Ilition I (Jullic leifi - â€¢ | (303) 925-4755 /1 6..ilianited Iron KIT kitchen *011 noninul Â£:2 1Â·6-3'-lit-on=E TEL: *SETBACKS GP galvanized pipe KO kno~ kout NMT m,uulta , FRONT AND REAR ARE 10' MINIMUM EACH WITH ' ' GSS galÂ·anlied .teet 5hrel Lal N noah 1 2/ :t f. 1,1 1 )/,1 A COMBINED TOTAL OF AT LEAST 30'. SIDE GKT ga.ket (ed) LAB I.,buraton NIc ntil i,1 Li,Itlr.Nt ... - . Scale , j 6 i h /< 3 YARDS MUST BE 10' MINIMUM EACH WITH A - - CC general c (intract (or) LAD la{1(1â‚¬,r ATS noliu ,(ale COMBINED TOTAL OF AT LEAST 30'. ! Iseue: 1 G L gla,5. Al,wing 18 lag holt 08 01'. lifiÂ· Steel Smzli ' LA ''.1 â‚¬) C 011 / lillÂ·' t.1 GLB 21.144 171(X k 1,1 nun,!tiÂ· id ' ' Scale (Struct. -JO I ~ [ MAXIMUM BUILDING HEIGHT = 25 ' GLF gl.}I fiber 1.A\ 1.lat{,I OP {'61 11'l,1 L Sheet> , NEW CONSTRUCTION DOES NOT PROJECT ABOVE GCMU gl,wed con[ rete ma,on,v unil. 111 IiÂ·11 han(I OPG ()1}(.1.: EXISTING BUILDING HEIGHT= 24' , 1 GST glaird .lruc tural tile L I,Ing!11 01 open-niÂ·li ini.) .al k. GB 01'P (/1,1)~,/1/t! Plaster: , 5; EXISTING STRUCTURE gral) bar /1 hght GD grade, gracling LC light (ontrol OPH oppo,ite h,311(1 1, k*FAR ALLOWABLE= 4,080 SQ.FT. GRN grande LP lightpr{)(,f OPS (JU)11,)vtâ‚¬' ~llft.1( t' Sand, Cemeni , Grout with 1*V/-Â«All. , GVL grav(Â·1 Â£\V lightneight OD (nn~dr dhwne# , FOR DUPLEX GF ground 1.ice LWC lightneight (c,ncret(' O HUS oullwad m.ic hine .c re. Metal Lath i CT grout LMS ling'Â·41(,11(Â· OHWS , i ....1 n (.,(1 4, reu 1 ACTUAL FAR= 4,580 SQ.FT. GPD~" 4,0.uni (irv wall LTL 11'11(,1 OA .' #.1,111 Gypsum Wall - -- GPL i,phum l,ith L L live 41<1 C [ ,\ (Â·rlit'./1 ~ PARKING REQUIRED 1 SPACE/BEDROOM Board i GPPL guhuni pl,iqi,r LVR Il;\ lÂ·r I'NT 1),]Irll Icâ€¢(fl 4 SPACES PROVIDED GPT gv p.unitillÂ· IPT ,\/ 1 H JI ./ 5 k -' -- -Â·-â€ž - ...._.. I p' t *NOTES -- Rock & Stolne: HH handlifle MB m,ic fine bult PB 1}an ' i).11 - .9: ---- -- , i HBD hairdlic ard 411 malle,ible tron PI[) p,,per linic| (|19)t'nMÂ·! HDW h 1,71â€žartÂ· Al/1 m.inholtÂ· PUR 1'Â·4)1Â·r "i.'Â·I /Â·((Â·Iikir ./- HfT head toint Al R B Stone, Gravel 14*434:1*6Â¥ CITY COUNCIL GRANTED AN ENCROACHMENT ~ LICENSE FOR THE TWO PARKING SPACES ALONG Porous Fill HMD haidi, M i,1 Al F R nuni:1,1, :wii tri PAR p.i'.ChÂ·I f ..~ 1 1 THIRD STREET TO BE LOCATED IN THE SETBACK /4/1,14Â· Pk 1,41 i k InK K ~/V , HDR header AlAS nia vinri PB[) paiti~ Ike boaNI Stone Veneer =Â«>tr-22=5.2-,4 i ON SEPTEMBER 7, 1988. 4 'r;,7 , I i HTG healing MO 111.IMMiri Opening PTN 1),111114')11 1 --- - '41 HVAC heating'venttlating/ MTL mair lal I>) Pv pau: 1(li. (Ing i Marble -..... ..,--- ~ THE ENCROACHMENT OF THE PORCH OF THE 1 air ({}~1(lilioning MAX niakinium PVMT p...lilent .-i HD heanÂ· duh MECH mech.inic (al) PED plâ€¢(1('~tal CARRIAGE HOUSE INTO THE SIDE YARD SETBACK THE PURPOSE OF THIS DRAWING IS ONLY TO GRAPHICALLY HT height MC nit cliane cal}inet PERF 1*Â·rfolate ((11 Stone Veneer-- ~ Â·.4 2 5- RECEIVED APPROVAL FORM HPC ON JUNE 14, 134 DEPICT THE GENERAL NATURE OF THE WOAK THE CONTRAC c 1988. TOI E RESPONSIBLE FOR COIFIAMING DIMENSIONS. AND . HA hexagon,71 MED medium PERI perimeter Cut SELECTING FABRICATION PACCESSES AND TECHNIQUES OF ) CONSTRUCTION THE ARCHITECT SHALL BE NOTIFIED OF ANY ~ Hts high e.irlÂ¥-.trength Lement MBR nicÂ·nil)er PLAS plalter Woro,3: SQ.FT. WAS GRANTED BY HPI? ptl JUNE 14Â£ 1988. **AN INCREASE IN THE ALLOWABLE FAR OF 500 VARIATIONS FROW THE DIMENSIONS AND COND ITIONS i SHOWN BY THIS DRAWING Finish --ill---4 r.-unh 4:tarrupted GENERAL Blocking Fl 1,:odd: REFERENCE I. *42 Valle f*:6#-* -/1 . 2= I -1 2. a 1 19'6. JDOÂ· ..5 3 _ Scale: lili. it r , ic c. Clay -65-4-35 bl , ' A014 . W., r 334 . WEST HALLAM ASPEN COLORADO 1 9%94 4-2 WILLIAM JOHN PC)SS c,ITy OF AefeN & ASSOCIATES ARCHITECTURE & PLANNING REBEL,MZ~'N STREET / el â‚¬ 501 41|' W 100.co /0Â»4,44 '3021 925 4755 r. O 1. 1. .6 -~' Â· 3 4 $Â· Up _r x Ex. 62>4. 0%0 98â‚¬jp o %~1 :. / .,Ittl- / -44* 14, '.4 O 6* 1 f hy 0 0 EX, 2 -71 /3<1]1 F 1/4 : - 9 0 11 - HE+1 *UNIZatl AGDIT~CH - S ~ = 1 t. _J t, 1 --j ex' 9 11 0 \ 1 1 \13 -7 41 1 - 1 0 0 ex, El \PI r , -0 4 1 4- - ---1--- ---t 1161 R H-ouee , 0 4 1 61 1 hi 6 4. h--Il ~--H - HCIN APPITION I 1 2 Â£3'TD Ay Ex, E 19 \1 1 =6 E ' Â· 116 1 N Hot,[46 0 1 1 =PHASE 21 4 99161 BL W - - ----~ 1 _ . -1-- Ble,T lkler 1 >50]m z Â®TDAY ' 2- 6-W ~ i Ex i efT p=l.-22FK E.l-EM = CAB.12.thee 1 11 L 62, 4 F) I 0,9 5 0, MI _L i ttoul<,0 1 - " ~ ~ - | KIE|Al 16,ap,, PHASE 1 ' 66#we __, Â« r (coklite[BeD_ 1 PHASE 2 11 4--14 f. E-LÂ»A / 11< L ' .4 1 Il ---- -% 11 d--1 9--t 11 1 3/ 1 \1 1/\ 11 - Issue: 11 z# 1 11 4 /Â«\ /Â» 9-3=-0-1-~Â« <-1 3- O L H 14Â° Do' 490 0 100.00 1 11 11 -- / 1 13)*KIC.14 1 - EX. 0 1 ~ X~ 1='A>,je'l:RED Ex. 4 1 9 / 11 1 ' O / FougrB eT12-BET THE PURPOSE OF THIS DRAWING IS ONLY TO GRAPHIC,ULY DEPICT THE GENERAL NATURE OF â„¢E WORK. THE CONTRAC TOR IS RESPONSIBLE FOR CONFIRMING DIMENSIONS, AND SELECTING FABRICATION PROCESSES A~) TECHNIQUES OF CONSTRUCTION. THE ARCHITECT SHALL 0E NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AN[) CONDITIONS SHOWN BY THIS DRAWING. =106 STE FLA H MORTH PLAN i - Hare: ed IWEY .5 hi Fe fOR. Tit 16 FlÂ»1 TAKeN FBOM 60Â·13,Â·Â·/ED' * 88 -42 3,Â©1 Â·88 BÂ¥ ALFINE *1112*06''INC/. 11 Scale: 225"-1 10 Al.0 ' Â© 1988 WILLIAM JOHN POSS 1: Fr#. W lal A A A . PHASE 1 L..-2 HER HETAL PLAeth#Cre ~ CARRIAGE HOUSE (COMPLETED) 12:>F' c>:55 ,~curep ,(Aâ‚¬a.UPIEI:~~ WAY BEYOND ol~ rz- 9260 2 p i-rEÂ» 9-J :-- 1 ff-+.~1 ---- 2&2 1=-1 Al-r E.K 167-1 WOr FA Al C>f ~ 64-59, 1 %61 -2'kÂ¢11 OUT AJosprs, d.+ IkIC.rt-,5,6 ,IKEPLAGE EXISTINGr ... " I - Aâ€¢Â»UM 60 EUP 126,Â»6: ~- . .. 1 : . 1 - ./ 141-'r + kl E.1.1 kildx:.312 -. â‚¬*11 k]Gr LE. AL&* P .: 1 // 94 - . - 05Â¥Â«rel . 114 . 0 . ... ro.A .r N .A // 1 ~4 \ - -- - " 041 krT- / \53 1 5 i - p EX ~ â‚¬::C I k| G rb 11 1, . . h----=rl --1 E PAI KIT Exie-Tlk.lor 640â‚¬Â» 1 1 < ---- -TRIM AKLE) Id 1 41120klâ‚¬p 1 1 3 1 941 k.1-r Ew I â‚¬,T I Al<;r IN~ECD Â£33 0 I kiÂ« - h; 11 1 .1 11 Ek le:-T-IAL- 141 ALIDE)126 T-0 BE /3 414 1 1 ' ''i~> Â£Eil 12 r-- I r-- -- --fl ~442.-1/ 1 2.N" Fl 14 - C:Â·u:Â¥712. >f~ , 111 - --3~17IFTLENTE -'.FLDÂ·>fi~~KEV -11 2.7 9 1 4 - 960012- 4,- A-~ J~-Ir-'2 09,â‚¬ 1/9//7 -- - 4 TlerÂ«114-2 1 ELL,6,19 . lie 66, 1/111 1 11 1, . . - 11.Ae,1/ 1 (3 // . 11 - 'JI Iii- 19 - 7 T 1 . -- - --11 P - 3~Â»123# .: --7 1 Grl.AleÂ·l NOr Â·SHâ‚¬:i'T E,MI < - Â· 17-F- - - 47 -@-9- 1 -1 1*4 kl-rEIP k.1 252 12 FRAKIEP ' 1/171 ' 'illi 1 .. 1 1 11 Ittkip:== i lilli /1 / 16 1 1 / lili 'J 1(9 6 4 1 1,111. 4 1/441 wret:2 216*'c:, SIU-- 1. If 1 16 1 - i '.9 \*,Ill, 4 4/ 1 / 11 11 1 Ill . J 11 1 1 3 lili, - 1/ \ 1 1 K/ Â»,1 N-r 60 klot:752 FAR El-â‚¬, 1 1 -- --- .. 2 4 -t_ - 1-u- .4- 1 - - 1 - I 444 -'r/IM 1 1 1 1 + --1 1 1,99 0% Â«>LAB . 41 'Â«94- - -Â°A fÂ» + A---- .,1 1.:r, FIN. 9-Â£Â»K : _ ~ _ ,_____- _ , - A.lot-- il': %1 Ck, 5- 1-LE.6.429 2 -1#62 ~ Cl-tv- s 'IR;*09 -7..2 --6---U..,-~-T- ELE 1~'' 03'- 0.- - '11 1 /iE\ i -1 i A 1 txgy Â»T F I Ll. Fl.Live ~_ 1 \ 1 1 1 11 El.E>/. = - 491- 611 - - 5 --j Â«11 44_ -93- â€¢t i pAI kIPT E-Klerr 1 419 61001 C.=2 l-UM'.36 1 . I c37 SOUTH ELEVATION 1 1 1 l|-- COAJLAZGT) FEPLI NIN:*Criakj L 1- ffÂ»# k for 04 Bl Patk ~~117 -3. PHASE 1 r- 7 -- -_- _-1 - -/ 7 CARRIAGE HOUSE T eu. 1282 1- 3 71" (COMPLETED) AAâ‚¬* JME.p Apgr@ HEÂ·PLADE 62* lesT-1 #4 61 ITH T' ELE.91- ~ ilg: 3*/82, //Xh i __ A l PZSr E 64222 Â·DHINDI LE, RÂ¢sÂ¢PF erÂ»-roll -- -1 /4/ t 1 FLAT- 2.62=F 8,0-(0*9 1 -2-1 7%~~~r~ '5Â£~-CA.FRAPGT 1 - - 1 EL-6Â¥ =42 116430\\ 1 i N /9 \1 N /// 4 --- 6 < - RE.1.114Â£227 6+Fl 146rLE - -- PA#krr Eb< #aTI NS,r F*\NOf LUT Â· 44>~ M 00 D 6-H I KbrLED 41 2 , ROP FS â€¢6â‚¬6Â·-re H 1 Issue: 11 U L.. , li U f- *42% Al 9 7-124 M F~+4-TE[2 14009 Â»64:>IA .. * DÂ·b Â· 9~ 8691 zic:r, 10 +CÂ· 9g - 1/ // t 1 ; 1\ - 1*1 K,TE,P Fkhier' CU- 1.-61 kiT Ex'<EpTIk]Gr WariP 1121 M 1< --<a Â·Â·Â· 4- ' Â«~ 27- _*~ AlÂ£200 d>el 14*Â·LE,â‚¬p - .F hilr 02 Z.-V--- - - -- - - --7*=-1=447 -3-0--4,=3 - --ii*Ear--7 -t&61 I 4\ -r , =.. - - T-j-- . rlt-.- 11 , F#Al Krt ED J dE) 12 ..\ A 141140201,46 ANIP '821 M| ~' i Â· \. \ 1/f 11 0,2 1 11 ExiellÂ» trÂ®Ott,)12.E -- A - ----- - - 1 46.iziel 21 ,Â»i r 7 1 %57 , t PLATE AINT ED<leirl#* kioop *101 klgr I > . 2 --to . . 11 N '0 f 1 1 140 - 11 1- 1 1 1. t , - -ill 3 11 l i 1 ! ; i 1 L . L---d i L. -, .. ..f-~-' ' lit ti~Â·=4 -/ I.--*/ 1 1 Â¢ 221 kilsrfte= -, ,1 -1~ r:c_+ - 7--[Ljl- - -3---1/4 I 1 < I. 1 â€¢ 1 4 -,1 0'.6 | 1 - - 1 ~ u~ ii ~ i, i I r--2.. _'- ~_"1, /7-111. 1 . 1 - .11 1 2ND Fl N . FLCUK 1 - . ..1-9,11 \11 1 00.1/ 1' 1-\1 10-4- ' 'L, Evil 11 13 , Ft) IMI/i Asu 44.&~ 14 EIUM 1 u ._AF-~ - - --+-I 11 - 1 4-/ 1 4 g.7Â° R H. 15-49;9.F- j T ELPY'& lic,L 4.YL' ~ ELEV. toll-It/Al' T t=Zi 4Â·r . 1 THE PURPOSE OF THIS DRAWING IS ONLY TO GRAPHICALLY 1 AD 1 - --- -=E . ... - - =1 TOR IS RESPONSIBLE FOR CONFIRMING DIMENSIONS AND 1 .1- li~~~~-T-j % DEPICT THE GENERAL NATURE OF THE WORK. â„¢E CONTRAC - 111/ / m ' 1 / ~ &1 \ 11 -2.- N 11 7-----1 ~ , - ~ SELECTING FABRICATION PROCESSES AND TECHNIQUES OF i U 19'4 H-FE>rE) A-LE:RE rp FRAMEM - 1411 / 1 1 1 1 -<-adil , 101 /, fl; 1 11, :; 11! CONSTRUCTION THE ARCHITECT SHALL 8E NOTIFIED OF ANY 1~k-*-1 U VARIATIONS FROM THE DIMENSIONS AN[) CONDITIONS 2~ ~I -~I Â· I , - --- SHOWNBYTHISDRAWING Orl.Ag-1 h.16* 1 -7 / W.\ 3 1 1 11: I If. I Â·1 - hip_=ar Â»9 \'1\ 1\1 1 111 I i 11 1 --- r*. '~L 1% a ,<t|&' i :-~~ ~~~~~~-- -Li_ ~-411-1 41h-9L-f- --'1 = =1= 41 SOUTH 01 rit) 11 ,1 r ~ .1 \ ' rs= F IN. FLZZ>K _1_ EAST E L U i ab' 22 - f EXTERIOR 1 1 1 1 1 POVI= AN'10 ti2O% Â¢ lir F 1,4. FL=p# . < 1 1 1 /in . j Â·aÂ·.INT-69 WOOP ' - -- l ELEV. 11'.e ~ j _ ______ _______ __ ___ ~~x~_ ELEVATION TAMI . _ TO. 4**SrE SLAE. 1 1*4 kITED ki62:77 , BLE,V- - 19 Lai f L-- --- - 4-- --- --- - - --a - - - --- Flite,+4 WER*zeme FOUUIATION 1 1 1 - - -- -- -3 1 â‚¬,%Â·C<JokIAL- 1 '. 4,0 Scale: , j 1 - , 1 6%,VE.rz 1+BAP Ic:t212. 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Fl-COR - 21 F*I krr EX Iâ‚¬:iT i w (Gr, --2 , 34-: - Houblyl kl<GrSâ€¢ AMP pe-1-rEl-6 - f lE-ETZEEFT-zi~ i.0 'IL-1 * 5 F- ei [ij Â»ix-----f 1 F===i'l i i [Fl--- 7 1 T P - 1 1.F==11 1 Ln! 2 1, 1 11 1 1 Fawlp --I--1 1 THE PURPOSE OF THIS DRAWING IS ONLY TO GRAPHICALLY i ~ ~ _= i ~~ ~ ~ E------~-1 ~ 1 ~p - " ~~ ~ VARIATIONS FROM THE DIMENSIONS AND CONDITIONS 1111 11! ..=--2*JZN{6= -- SELECTINGFABRICATION PROCESSES*O TECHNLUESOF -=--= i CONSTRUCTION THE ARCHITECT SHALL BE NOTIFIED OF ANY DEPICT THE GENERAL NATURE OF THE WORK. â„¢E JOITRAC- TORI IS RESPONSIBLE FOR HAFIRMING DIENSIONS, AND l ~Â«351Â£4â€ž6=f E ~ -7 *3 - (3) -~ I 4--16-00 -71* 8-2-~1 --- - SHOWN BY â„¢IS DRAWING. 1 - -- - A- , , 1-- 94 Al-r- Exterr I Wer |k,|65Â£212 - -31 --4 1 1 - - 2 1=*h.~W u,Â» D. killil-li-lii - i len Fl N . FLCEDL----â‚¬~- /01, 1 Â·5 T. FIN, FLEDIR. _ I lilli 3,1 . -.-____ _ _....---_-. _ - r-- - TECE- i Bo'- 0. - IWEST 1 ' /' | 4---_-- --1-=~-0-Â·-~ - Nek! 66:2#69 Pr B |1 1- Al ATED kict:29 =Luelft ELE.V, 00'' 0" 1 â‚¬:,Mor Ic:, WAL. ove.2-H Â¢:AJ=p I F:W,L~w ts+cr-le>kl 1EXTERIOR I--- I~ ELEVATIONi '1 1 1 1*1 N-rED 'Aloop Del-U L WS 7/ -- - - -__-- 661â‚¬>TINGr 141 9 F1 14 1â‚¬pÂ·H G RAIDIL 1 - J 1/ 1 1 1 !-sce-mit!= 11- Oil a WEST ELEVATION I 620 Ak:42-CT- 6 6 LAS 1 1 1 | ,-Â«---- - GoNÂ¢:Apre F:DUNF?K~lokl-------x---1 ~eASEMENT- 1206. J _ J . 2Â»SEMI Â«rT- SLAb I T elav. 61-614 -- ----------- 1 ~3.1~ El-ev. . abl- d' T 85- -- _ -_1- - - -- I.-*.- 1.I.-1- 1 11 Â© 11 26 WILLIAM JOHN POSS .i. I -Ip,Â· 'U ..'4'f...b-~iÂ·1~Â· l . 1. 1 .h â€žth i , I . A A L, 11 . - 2 L 2.11 27-10 2-4 - ..... .. t. ..... /21 i:i:i: Vepr ... ... -Z- .. 4 I ' C-~ 1 I . - -.-.. A Â¢1 I ... F } 1 . Fitit op Ex les-r i w or _ .... .... \\ 4 - -- 67- 12Â·.LI C.Ir 1.-I RA L :FFAAM 141<Gr - A 14 1 ....... . 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' 09140-r- > M.:E 8. ... /--1 , BASEMENT 0 /FÂ»N Â¥291' I FLOOR 3.-3 r PLAN j PHASE ONE PHASE TWO 2 * - _ _ __ MAIN HOLIGE .... 2%. .. ..................................... Scale: 4"* 1'.o" vl A21 1 Â© I 1 38WILLIAM JOHN POSS :sÂ· ............m........................................ 31'. 5!4 t' 1 .44Â·. f244 s -0 1 - -.9. . 4, i '1 4 ; 14,2- 4- 1. 334 * - WEST / 29 HALLAM ule/l 219_%."J-57~, 21 â‚¬' , , i . 1.... ASPEN f Â·~ ~~*COLORADO 357 %13 1 , r. ... ... ... ...1 ' I 11 11 1 t...E~ 4.'-#4' z-1411 &8 2 -14 01- 14 2 -hi 0- I 'T' 6'-14' F- - ffÂ©*pyz ' --5941-5'Â· 4-'ll'9-11 2:.:.: m: ... A. 66 I /919 1 V =-===1 += ===* *=====4 H=- - t====4 Â· _ - .6,=.- ir 1 ... WILLIAM JOHN POSS 0 -0 1 4,1; C.121 ~ :.:... & ASSOCIATES jpl -.41 ::: AACHITECTUFE & = -V- -- L./ + ~ "~ PLANNING .... ... 10 -1 102>Â·Â· SOS E. MAIN STAEET :iii:i ... 91,1 4112'Z:, MI M: ASPEN, CO .... CC.:. 303 925 4755 0 lipi] ... .... u It--x. 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' ApÂ»V i ~1 E,v 4 1 H -4/ : 1 7. * 3.2270%263FT- 1 - 5.01~ FOILLÂ»J :-f Â·, 1- 1 - A 20 4:ii GARAGE POORS ARE FE*:+ liT ~ I , 1 11 % 1 411 -Â« I ALL.rIM. Fl-. 1/1 1,1 -1-j - 1... / 6. e>Â· 30 &9Â£73.L,14.4/ 14'10Â·' U 1 1% F 4~1 3Â·44 ' 11% zÂ»UÂ» url, :4Â·: 1,22 ..1, VELEV 1290*' 1 14 - , 11, 0 92.11 15 -24 " , 2lz34.0 , 2144; .'12' ID 14" 1 4 1.- / , I * D . 4 A (M!) A 24' , - ... ... 6- t'' 3.0 ~OV#}Le FEvi,JV ... 11 1 4 ... *20-86 *cÂ»MeTRUCTION 3 1 9 1-0 7144" 12>-O ... ... ... I . ... 1 K., Â» /1- 1 36'- 4 '/Z " 91 ~ FIELO VE.zip-~ ... ... 1 â€¢ A 2 - -U 1 ... 4-23* /.*177> -&Â·Â· THE PURPOSE OF THIS DRAWING IS ONLY TO GRAPHICAUY DEPICT THE GENERAL- NATURE OF THE WORK. THE CONTRACÂ· TOR IS RESPONSIBLE FOR CONFI~ING DNENSIONS, AND C:> Â·Â·Â· SELECTING FABRICATION PACKESSES AND TECHNIQUES OF CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY Â· Â· Â· VARIATIONS FROM THE DIMENSIONS AND CONDITIONS 902' ,dtrn .- --~t---(15- ' -11,671 4..gy*u ~ ~ .Irt 1 ... ... SHOWN BY THIS DRAWING. ... ... 1 1 ... 71 . '411 - 1, *I 7 FLA KI LOWER 611.. / +1-6 c., :: LEVEL kid.~ ... i , _---A N O ATH j FLOOR -V 1PHASE ONEi PHASE TWd >: PLAN ... MAIN Holleg ii-X l ............................. u._.,.*:...:Â· Â·Â· ...::Â·i:: :.: Â·MURE<*trprNÂ©EN*%*4#P./bi~i~i~Bitili;iÂ¢*28:80:*i:%*:i:i:?:~:~:i:i:Iybil::i:i:~:ii:~SS:.:':~:~:~:-:.:.E..2 Scale: W = 11-0,0 A2.2 ' I -,9 I '-t Â© 1186 WILLIAM JOHN POSS i-......... .................................... 614 3 'k U /. i . M 4.1 - ~ . .P. 1.- ff."2 . ................I rI PHASE 1 . CARRIAGE HOUSE < ,- . (COMPLETED) 1 /2 4 â‚¬ .. b . a . 6 ff :0\ A 1 . C V, U . b,43. -- - < S 11 i . . . . CM- /1 . . t .1 IM 1/ A 1 . . 1 LU\ ) t . 1- /, f = a. -V _ Â£ -1-v: 91-ERED LADIMET . 7 /2 . DEPICT THE GENERIAL NATURE OF THE WORK. THE CONTRAC- THE PURPOSE OF THIS DRAWING IS ONLY TO GRAPHICALLY PROVIDE- CABLE OUTLET, 2 â€¢ 217 TOR IS RESPONSIBLE FOR CONFIRMING DIMENSIONS. AND PEISPILATE-P POWER LIME, CONSTRUCTION. THE ARCHITECT SHALL 8E NOTIFIED OF ANY SELECTING FABRICATION PROCESSES AND TECHNIQUES OF AND SPEAKER PREWIREE 17 VAAIATIONS FROM â„¢E DIMENSIONS AND CONDITIONS ~ -~ ~ SHOWN BY THIS DRAWING SEE #AVID WAI--501-1 $ ' 1 MAIN g-REET MUSIC . UPPER 1 3 04, 1 *Mf, . 4 >-r- < j' ~FLAN-. *095* LEVEL 20'' 1,71"CV' ''R) b , -1 . ' /,4\NORTH / . \ 1. FLOOR : PHASE ONi PHASE TVVG PLAN I CA *42[ASS HOLI*& MAIN Houtee , .. . 3 I . 11 i.r................................... Scale: /~= 1#-O" $ ' 1 . A . Â¥ A2.3 Â© 119*WILLIAM JOHN POSS $42 C v. i.. P.) e l-Â£,Â·1 - 334 0 WEST HALLAM Â¥ ASPEN COLORADO e WILLIAM JOHN POSS & ASSOCIATES ARCHITECTURE & PLANNING 605 E. MAIN STAEET Gee e ASPEN, CO 303 925 4755 1 $ I . . 1, . ' 11 ew., , 0 0. '' ' 9 - - 6. . , - . i '. I ' I. , > 7 .. I , , 1 -lill ./ I. .. . 1 . I I. 40 . , , t - - , . 1 0 . 4, / 4 b r ~-1 7 - ,, 7 ' 6 I . . . .5 0 ' 4 ... I. 4. A 4 I 1% . 17 . 1 1 a. , 0 t. d . 4 I '1 ' I. 1 .1 , , 4 .. - .. I. . 9 .. 9. #t . .â€¢I- I -- Mit . I N D I 0 - . 0 . 1 /-.. , 6 - I. I 10 - A. D I 79 -5 .. , ' 4 4 '41' . i. /... A A \ell , \ . 4- Sukll:Rex=*1 15â‚¬UDIJ --- A I - Â»Â«76-0 vIBTAL- CAP' -. PLAS'41#4 0/ ZA 60 -. . - PAZAPE-r kIALL. Â·Sl-OPE .-. G\\\ ~ To PR)41 W C>kITO #LAT . - 00(F SECTICkl aol 11.--- K / 1 7 - ' *---- 1 \19 --- - - - --1 7 1\ A 1 F l ! 1/6 ~ 1 1 ,-1 / -f i le,r I A.16, Re-:t>Im OVG-9. PE-2%2<-14 i-2,6-l-41)U (In- / 111 /53 1 1 . NEW ME-4 \! 19 1=Al ki - L E.* 1 Â·ST.,* A > h.7:<-3 + <&19>T. 114Â»1 eLE /1 AV 4 + i ow EEâ‚¬.T / ,1 \\ . -BOOINA_ 710 4 -89*Â·reH, -14\ 1 1 Ti- 9572f#L'N f 1 12 t:'RAI At lill\ _ ' /13* ' + V /7% | \ 4- ----= -=- -~ G~--11]Al--4-6 12;EL.42 13 -242 - 14 / V .4 1 1/ 4> _ 4-11324(3,6 :\~~ \ Ii :1 1 9 + C 1, 1 1. Exlerl klor fc-A:PPE=, Â· i ,, OveÂ·A Nifc:+1 AND >Pr 12 1 4 00 14 . 7* EDEÂ·Lo 1.1 1 ---ED<I ST-lk,16* 041/liter -7 tiâ‚¬ 1 1 \ Â©OF- 3 ill 52520##/ W 1 44 1 1 - 1 7 ' L 1-/ ~~~./FLA<l IDLE .1-' 1 3 Â©-10&b. _ :1:,r\Fet 90Â©9 - U -j ---- ~ E--It 2*16-'rIN.Gr GHI MNEY 1 / 614,ft M. 66075 E-b< 16-rl h.lar FEIZ- Poef -1-0 12 P.Al h.1 - -th 11 L---11--_ CAAIAIADE *O.-16â€¢E CROOP KIC'r â‚¬6+0>14 43 ~1 \~1 1 Issue: ' 1 i- Â« KOOF Â«/6,12. Ft.>1~c-*t SELÂ£21,4 ~ , 5,418446 FCG>O F 12,El-Â£214 \4920 V \9.1, Al 67,peÂ© 1 EE,<ler, 146r %2$*s='le 6 LC3PE 5 AKE THE PURPOSE OF THIS DRAWING tS ONLY TO GRAPHICALLY AÂ»â‚¬2=14197 -T= BE. 1 1 12Â· - ALL DEPICT THE GENERAL NATURE OF THE WORK THE CONTRAC NE. 14 Rou)P 61-4.9 P E. 6 SH ALI- CONSTRUCTION THE ARCHITECT SHALL 8E NOTIFIED OF ANY TOA IS RESPONSIBLE FOR CONFIRMING DIMENSIONS, AND SELECTING FABRICATION PROCESSES AND TECHNIQUES OF PlÂ«r*C-e EX lar I kl Q . PLATE VARIATIONS FROM â„¢E DIMENSIONS AND CONDITIONS SHOWN BY THIS DRAWING L I kIEÂ» HA:VE. 2:,E.E.K.115>E=TE,12.M I LIEO Adp Â·64;04 N , P=,1 i=Vir E H El GrHTS Age. rE>EÂ»C'.hÂ·Â·IDE:-4-1 11.-I P~KI 1 2><IsT ht;r 2690* 6,-42"E-6, - ROOF PLAN 1 8Ellove- 126.APIC I k.lar M Arr E>p. 1 Ad.-6 r-1'1 4 LI Th' THE. 2.ocip EPECIL AT -THE Exic.Flktor er:2.46.,r-012-6. Aklt> RIEPL.*06 WH-+1 kiee[-P *Hlk|51.-E |<6*2* /V,b-re'l - - Scale: 41- 11-OIl 4 A2.4 I -- Â© 11&21 WILLIAM JOHN POSS 1 Ed< De,BAR* 3% 902 -31) I b r-- k|aâ‚¬>P 61Â·-1-/klarl-EL la='F Â«rÂ«TENI A BlparE EU= 02., F:Ke= M KABTERS - - 0 1 k|DEP[P ekÂ¢ 1 hÂ» LE- Fat)1~2 ' < eÂ·re-re,H LÂ¢**~:0 *p'-' . -619Â£~Mi~:ab~23-Â·: - â€¢ 4::~Â·4.~.-J~f V f.Â·~R-Â·â‚¬26,. 1 4@444~:,~s,fai:~1'.-~~2~ .41 1 A A $5 -/7 7 \f 1, RE)pp RAPTS,|2â‚¬2 j .-- 1 11 -4 1*1 ArrEP kle*zz>P 9ME*LIA -4-< p le>t:P F IN le,4 '5'1.1 1 \ 11 1 i 454 /4/42 341 7- -741M 6161 L.-IktorD Aklo kIALL-6 < ~" i ~ 7 1 - r\\11 u -Ok +4Â¢k V. 4/Ky .1 1 [ P - - Â·Â·-~~9- Ic>/2 4 2 0 4 1 kITER..1012 WAL-L-6 ': RE - Ist ic>*2 t. , / - I 1 0 1:/ *p - Ex <5' ExTE-121012 1,JAU-6, Â·9 , 2*60 E.*TE-216)12 1,1.Ll-S . -7# i. 5 | ~ ijm - ZA 661 L.1 A.1 A- Joi 6,76 11 1144,1-11..AÂ·:TEO Grl.AZ I kl<Lr WITH Â· A F-4 - - : 1.1600 F B,All %02, r Woop Ipu:=*Ks, c~ 1-*IMI Il .. .. - / 2 K FL.2912- JOIEâ‚¬5 \ \ 1 OF>ak.,1 | ~ i=,4 1 11 i f â‚¬ 0 ACEP P BAFT â‚¬426, / | / - --0- I. 1 / .ir /2,K Fl...22=312. JolÂ·'D-76 ~ , 7 ~ *r- ZA O,6 161 NÂ« Jol OTS _BPX#_EA $ -loc' 1 J YA.greE 94324224 FtÂ«EW- _ t* 605Â»1 kle 4. f N I _FLA. LINE. = 1 IOL 1 411 t#GPDY , r PI.-42. LIUE, = |loi 94" O - -- i M ILl__ _ ~. - Â· - 0 \\11 -7" I - Ill 140012 Â«off}-r i Â·2* 14Â©F~ :CAFTEES;.- 7 h' r. Â»Of- - i 4 .,91-- mi",1,Â¢6-71/.WIT29 .41% Plb - - H i ~ 1* 6*LIKI~ 2-DISTS<# F. .1 1 --I-- 1 :Il-*-. .16 1 11 rÂ»=f < 14000 opl-U M kID , - 1-10012 PRA.ME> 1 luexpty C.Â£02.0.â€¢l-J Mlks '1 , r---1 1.-1 L -1 1 L.-9 1- GlÂ».2-1 ktor Â«rs,Â£41 1 21 i! , ..... --1:1 1 . 1 1 2, Pl-4,11 30,19-'r6 , -L _ 2 + Pll,-a-212 Joplâ‚¬,Te T I 14 g --1 1 1 1 1 62264 Arror â‚¬+Â·.1 171 6..11 Udr, 1 || | 1 If r - - ----- -----1 ' A*\FeDQPPI FLA - LI 14* =. - 6,1-TE'ki EjÂ·-1 7 41 kil or , 61-0. BWEE-[1 -,4 ' | - -0- ~~~ ~~ ~ ~ ~ ~,r~3,-19-rÂ· J- '-CA" P L.12 1.-1 k.1 E' f lucp|- 0 0 -- /1/KE..4-1 Dip 6.Kle:'T, FL-A- E-L. - - 4 1 1.,Â»14.1.-LI. I. /1...,-A. '.:. r .... ..>'. b, 1 4 tv 11 ~...7--1 11 / I ; 1 GliNC~84 FOLI ALIPAT 15Â»4 6*WA>/ E. N ve, If ~t ~ ' ~ ~~ dSrÂ»V /76* . ..,.t L -1 Fz,15rlp IM +LI LAS 16214 136*0Â·52 IN j .1- + P. 4510 1 W 0 -.-AM 1 0 hi *( 7 41 0 4 57/k16:2 pre FOUNPA-rio Al , U./ 0 1 9/ U / Fe-,ACÂ»<T 10 k.1 91261 h i . e ti// 1 -1 ZÂ»40Â©Er'TE, 6 LAS (Of-16>AIG-TB aL-Ae \ :1 3 845â‚¬MENT ?; 49 - 81//1 ,i- 1. V , 1 11 411 '67 1It>.0 - t:5- i 'lv.OR 12AeEME+LT 90 - a - - - 0 , Â· n Â·Â·Â· - 0- C'.' 1 ..J 1. 4:11.07 J,~ V..1.,Pr:'..Er, Â·Â·'I...n~Z;Â¢.Â· 1/) i'l FO LAN PArION PPA I kl LL,30 1 1 1 01 M 45)/al H 41( A FL-6*ie:'Le. etteerT- 0001# Â«,6-rbel 2112>rE EL.= #04712 9+1~4*ll tROOP ef* Â· . ! 34 1 1/4 -2 ~ i + 2670 p p*Â»re>Ve. Â·2* 664 u Nor FAP-,02,6 / FE-= ile/- 1096" + *Â«aer,â€¢14,4 0 T ---7 941 2,0 ExTE@'012- IJAULâ‚¬p t. ~ <4.-~- 1 W + U LATE> 7 +LAZ I NG,r - 1,1 141 Woor; BAAMIE.6 -fb \ 4, ._-4-1 1,[oop -rAIH Issue: 1Â·ti; 1 / jd| t.* FL-62012. Jol*TS r -1 2 \ i==1'Â· 1255>011Â£701 || 7 1.1 MAe,retÂ·21 F592 tzapt+, I. 11., ' _ _ ~ F FLIZ- -1 LIE 5 || 01- 011/4 0- ~ . a., . "-3Lg"~i ,-44).12. 1 '4 , 1 jec 41â€ž155--*.: +4. N #. *Il--'. I v/*F - 2, ROOF FAAFTEA25 2 0+7*Â£ Â«-146209 z:.62~- UH kle . 43 ' - 1 x FL=>1/. Joi MTS , 095>14 4 L I le,ca,N2,>r' 6, rrc.8 6>k-1 . ppe ALÂ·44 / 1~ DEPICT â„¢E GENERAL NATURE OF THE WORK. THE CONTRAC, 1 r /3 /173 -t>Lf. L I LL 6 5 lapo ' - D - , THE PURPOSE OF THIS DRAWING 'S ONLY TO GRIAPHICALLY 0 TOR IS RESPONSIBLE FOR CONFIRMING DNENSIONS. AND SELECTING FABRICATION PROCESSES AND TECHNIQUES OF , CONSTRUCTION THE ARCHITECT SHALL BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THIS DRAWING ' AldrIC> lk'*UL-AT- ION 1 1 toÂ»an, 1 - p , '- --| cal c.|2676, BuwpAT- 1014 BUILDING 0 ' SECTION T'Z f 05>kIOHE-TEâ€¢ SLA[3â€¢ -- i./ 1346Â«ENT .//4~ 1 2. 7.0.0. 21 10- O H 0- ':. :.-'G-*'j:Â·tr .. jf h 16, p, FOUN 13*7 1061 PRAI 4 . 115134.+ Scale: %-,1- 1 1 OIl A4.1 4 11 -1-011 Â©1140 WILLIAM JOHN POSS . â€ž4â€ž :I- I. d Â·, 1,/ '11â€ž 1, \ 4 9 4 1 F /Â« -~.1 - W++~r Â· --- -- C ' 1 ; 1 LI , 1 11/,1 4 n 3, A'l Â» i C> 1 1 1 12Â»:Tr I kle,1.1 l.-6-T-ID 4 11 1 ,~,r, It>.)77 -1 \ 1 2 1 1 1-9 li 1 11 : ~ -~JU\ - 7,-NTE; 1.J,cxpc, FRAMI NOr x Il 11 11 -PÂ»JKJT-*2 1,do=-V -56Â·>FFÂ·IT- -9/-lip Â·E=,OPP IT \ 1 41 1# h --4000 62,-CLUM Ne 'i IL +- -. ,-.11 , f - 41- - 12255,9 LA-U M m e lii 4.-L__ : _.El] ~ - -- - - 1 1 F , /'' 1.- LAP 6110!klor -1,4 - . , LAP St 51 ht Or .V 7 + 1 - li i Iii NIA FpLrrW 6~12 63 FDP 1-06,42. . i - 1.1 1:,1 93 - - 1 11 ; /efreeL FLAâ‚¬H Iktor li * 1. 14 PLOC>12- 1 . 1 11 1 : , 1 : 1 1 /. j FL.702. LI#11,1 -4\ / coNG'281* 61-415 1 ocpt o i, 7- rY L i kIE, 1 FL-Oc,12. LI 41 E 1 CPOL <311 62 1 1 < S. P. l.-421Â¢212 JOI <l,TS- ~ - ~~ ~I~~~ ~ ~ 3~ ~ 1- . 7 . A. . . 6 20/0 - El , 6. . Â· 1 THE PURPOSE OF THIS DRAWING IS ONLY TO GRAPHICALLY '1 0 1 --6-1 . -t=F -- J DEPICT THE GENERAL NATURE OF THE WORK THE CONTRAC. . - I V TOI IS RESPONSIBLE FOR CONFIRMING DIMENSIONS, AND PRES&UAE, 712.8,<rED e>ILL- FE CONSTRUCTION THE ARCHITECT SHALL BE NOTIFIED OF ANY EÂ·] 1 13,ITUMI NOUS Joler ~ %' SELECTING FABRICATION PROCESSES AND TECHNIQUES OF 1 . 41 VARIATIONS FROM THE DIMENSIONS AND CONDITIONS il PILL-612- < 401-40*6-re FOL.-14115'ArIOkl 4> m Car.447Â®67 6 â‚¬>LArbe Â·16 A)412 5643 SHOWN SY THIS DRAWING 1 1 1 AWO FOLAJTPA-1-101Â·4 4 7845314Â£ TREÂ»Â·rEAP .'.- 1 -- 6ILL PLATE 1 1 b. , GrwAX/6 L %> 0 ~49112 F=AH . PKIÂ¢*112 1**r,1 Iklâ‚¬.UL-AT-lokl /~Â· 1% 11- - / Ikleul...A-r I (22 # t, I./ P<14*112 PDAH IAL*U LATIOAJ 1 7- t -' -I--7 / .4- c=Lc:2* 6.1 l- E=,P'AC,E. . D WALL 11 R 1 - -TDF' 4-26 69Â»46. 6.-Ae. 4 AN IO 66*95 -r220, 0* 6L.AE., 9 , 6040*WrE. FOUNPATICXI ~ SECTIONS 1 I F Â¢ a. 1 02 K â€¢ 1 -~I==, L c ,Â· â€¢ arfzÂ»>v/EL- *, I * 6 U /MOUNPATIOK' 121*4.'ki L _d .. . 0 n 1 D 4 - 1 POUAIOA-rION 13[2-41 4 ... L . 8 4. 3.- ~ ~ 4 3 I Scale: 3~'1- 1'6" ~~) WALL SECTION cl WALL SECTION /-1 WALL SECTION A51 C ta ./ 3 U " Â£ U-,1 -4 4~/7 . 3,1 -1.0 1-7 - j:-0, . 91 . 1.0 Â© I 9Â£10 WILLIAM JOHN POSS ~1.99, 99 . 334 WEST HALLAM ASPEN .- COLORADO .. . I .. -- - - - . - !. .!!1. ' WILLIAM JOON-POSS & AmmmETATem - . ... ARCHITECTURE & PLANNING 605 E. MAIN STAEET ASPEN CO -- L 2 0 9 303 9 5 4755 \\ il -- 4. 1 .- \ ... -- -. .- A - . ,. .-. h.. - -I-- - ..... 1 - . - D -- 2.. - L \-- 6 . . a . - .9 . ./ - . - - 4 -.- ... 1 - . . - 0 . -0-lt:- A .. ..' 44 - . I. .. ht:h ' ' 0 . . ' 1 & . 0- \00 [\ D /4.4.- ... -im. FALI Dr al-1 -r kloo P ~-LL IL 1 /_- 1 , 1 6 . 11 9 - F U %10 Â« 1 5 1/24Â£21 1 .u e , igtmr-rr-.. Aldrl t) IN+Ul.ACTIOAJ 11 ill >... I , -r---f..42 ---1 LI\.T~ ~ Scale: Iâ‚¬ ==0 1'-0" ~ . 4, A A min-'111! [IlllII[ TUIHIIH;11!!Ill 11/_1_-:j::5.1, - SILL/WOOD PANEL /~1 JAMB rÂ»,HEAD/SILL 9-1 ENTRY THRESHOLD -1 GARAGE THRESHOLD 1*r-1 -17-18-- (19 - (20 -~ ... L 4 ' a -- ... 4. B ki' 334 .- .- .. 1 Â§1 11 WEST 9 11 miligil , -- I. ... 11 - . I. . 1.- COLORADO 1 11 1 11..... 1 ~ - -- -0 . ASPEN L. - 1 .. .. . .. WILLIAM JOHN POSS & ASSOCIATES im ARCHITECTURE & .. PLANNING D- 303 925 4755 605 E. MAIN STAEET ., hll|| ASPEN,CO ... ... ... .A.A. e A 1. A. 0. . -- , , I lip . 4: --, -. - N , .. -1 . 11 -- a - ic 1-mil I.- -.- I. ,/Ill/*6..Ill"08#63.il"ililip,ilil/pS,M/1 -- 1, 11-,11 . ... â€ž - . A . I. . .. - Ii. .. 1 - 1 1 112Â« j , 6 .. E .6 -- . 1 . ..1 .. . : .. . A ... . A 0 e ~ I-- - 1/ - p . 6 4 --- .- a 5 - - - Al ... .. Â£1.1.1 ..1 - - 8 - . -t~ D. -0 .. 1 .. . . 0 0.22=FET*EllmiEESEEB ~ aillillilli lilliwlilit .. ,2;m . I I I .1 , 1--- "111 -- Vall - . F' 11........ .. 11 1 ' 9 81 1 . 1 A -.. A :A A A . /1 - 01 . b .. .. . h - . 1- - . .. ... , . . 0 I. 0 izill'lliblfill'ImmiA ~11 i~: .. 1.1 i .... .. 111 . -- - - I. Im '. .. ../ ... . 0 .. ' . 1 - imit 1 . A . L .. . h - 4 , . / 1 1 7 1 M=m 2- *5 HOR 2. A *.~' SEE PLAN . 1 ....:: I.-/-----1......] - l ff ---- @ TOP 2x RIM JOIST ~--7 r--| SIMPSON A34 -~ *5 VERT. 6, PLAN NOTES A A 1 0'0.C. 1.0 4 lili... 5.ii!4 5 z.z 1, T.W. INDICATES TOP OF CONCRETE WALL ELEVATION ,2 | CLiP ONE SIDE lili : I : 1*- , 'w'ALL CENTER 21 - lo .,1 -4, 2. B.F. INDICATES BOTTOM OF CONCRETE FOOTING ELEVATION .- . . 2; INDICATES FOOTING STEP â€¢k T. PLYWD 1.-0. / 1 - ~ SEE PLAN 4 'fr.*4....f.... I . I .............4 i 2 ______-------~ *5 HOF.'12 @ 114 11 - 9 5/4 4, INDICATES TOP OF CONCRETE WALL STEP 16" 0.0. 6 . INDICATES COLUMN ABOVE. TYPICAL 2-2*6 UNLESS NOTED OTHERWISE. EF 96 - 9 3/4 1, 5 T L. INDICATES TOP OF CONCRETE LEDGE ELEVATION 1 0. 1 \ f I--f \ i. Â·Â·Â· ~ ' - COLUMNS SIZED AT LOWEST POINT, AND REMAINS THAT SIZE FOR EACH LEVEL ~ SEE PLAN T. WALL . -' ~ UNLESS CHANGED BY NOTE. I. '--[SEE PLAN FOR 7 ALL LEVEL SHEATHING TO BE 3/4- CDX PLYWOOD WITH 8D NAILS AT 6-0.C. ALONG .. .. FLOOR JOiSTS â€¢ ---- O .. ~ B. W. - SLOPES - '~---- - -42- *5 HORIZ. ~ i ..... ' .A O 0 PANEL EDGES AND 12"0.C. ALONG INTERMEDIATE SUPPORTS - /2,46162' O,C,- . ~-[~ TOP FTG TO TOP FTG CA CRIPPLE WALL INDICATES BUILDING ELEVATION A - @ BOTTOM F 2*6 REDWOOD . 9 - - 4-Â¢PVC FOUNDATION DRAN. SET IN GRAVEL AS SHOWN ON ARCH. DRAWINGS. 3 ILL W/1/2 "0 03 â€¢ 37 33 . - I , O /24\ .. .. . ANCHOR BOLTS -- 10. ALL CONCRETE WALLS ARE 8-INCH THICK. UNLESS NOTED OTHERWISE. - 2 N* N , @ 48" 0.C. fi 11/2" N 11. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT OR ENGINEER FORDISCREPENCIES OR MISSING 4 5.64. + - 14 -224 L *Li-RJ # , ,-,> DIMENSIONS. ...~4 *5 HORIZ. 1 2 1 /4 EQ , --9 - /~h TYP. GRADE BEAM -Â»11Â» tl 1 +330*0 Â¢ 4 / @ 16" 0.0- N A. C " 1 @ 354"= 1 0-0" (009) -- - -- /1 ./IL ,~ 1 *5 VERT. r*L~ i /< -nd 17 - 25'/1,// PLAN : 7 W 9 4 - O ''02 Et:F 86 -8 72 ~@10" O.C. - AR - -6-6 2 -Rf/2 - >PICAL- VERIFÂ¥ AÂ«UNIED 20(16-F'4, 0J'T:b. (41.F) 0512 30,1 O.C. L ... .:.:.:2,2 PLACE SLAB + U 2.1 1 . ./ 1 T IGHT TO COMI FATAÂ© 1 L ITY 61/ i 1 ~ BOND BREAKER Ex 1 ST- 14- FRAMI 1 +46:i -0 ~ ~ < 4~ 6 aNc. SLAE> 0/ 4 N 1 bio 612 0.6. â‚¬GFULTLIAL 1-ICITES 6 1 V %/; /3 ~EEAB,EArREIN~. 8 T. SL AB , . 0 6 99 -0 1-4, MI-4 2, A. Il SEE PLAN :, ..... r" .7 r 4-- 7 OVE-2 Corl f96~TED O 9 ly ~ t. SNOW 75 PSF (NEW CONSTRUCTION) 1 40Â¢Â·IULAR 669,6. <ff-~.L~ ti) ~ ~ ~ ~~< LA/ 1 - * 9 c- 161- 2. AITC Tltl3ER CONSTRUCTION MANUAL (3rd EDITION) 2. RESIDENTIAL 40 PSF I 1 ittli~ -Â· ...b................. 1*711 I Fl<oVIPE EXF. JHTS.6 1-\7 X L..1 8. 0Â£21~i-CÂ®En f.j 16' 0.0. P'|IN--Â·Â·~.~~ 2 910 2 -7- 4~ s.~o424*;i: 0--~ ~ .:~<44 v-4 6Â¥ . 2'-4,2'-6,>1'-O 1. UNIFORM BUILDING CODE (1985) : <HAE>E IL g 1 -' ' \12 BEARING PRESSURE OF 3000 PSF, PLACED ON UNDISTMBED SOIL. REFER TO ClÂ·EN & ASSOCIATES Â«- 7-/I:--1 : / 1<47- C~ ) 1, ~ 0 1 - LETTER DATED. MAY 16,1988 008 â€¢4 190 88) FOR SUBSUMACE CO~ITIONS TO BE C. EQUOATION: BUILDING FOOTINGS HAVE BEEN DE5I6hED USING A MAXIMUM ALLOWABLE SOIL ' SEE PL AN -12- *5 LONGIT. , le -64"2 1 /.79/ 1 -- 8 N WiZ ..O -/ FND DRAIN AS PER ~ r' ' 0 ~~ < -- -- / /' f I ANACIPATED AT T}E SITE. REPORT 1 - 1 /621\ SOILS ENGINEER c FROV lee *6 * 24 '~ PW L. â‚¬ 12 0.6. 1 3 3>1 K 1 ,- -7 DAYS. REINFORCING BARS SHALL BE ASm A615-â‚¬RADE 40. WELDED WmE FABRIC SHALL 1 D. CE.IL ALL CONCRETE SHALL BE A MINIMUM CCFPRESSIVE STRENGTH OF 3000 PSI IN 28 1%%'t1911'j.luk'<CRILL- 6" -7 ~ < 1 0,0. -- < 1- , l\31112/ 6 3,1---16 - WIRE TOGETHER. COfORM TO ASm A 185. LAP SPLICES WIERE PERMITTED SHALL BE A MINIfÂ·Ul OF 36 BAR -b (5' -2,9 = 1 -U 2% 10 612 1 DIArETERI. LAP WIRE FABRIC MÂ»FORCEMENT ONE fUlL MISH PLUS 2- AT SIDES AM ENDS AND 1 I idâ‚¬,> 232 54*= Prdl: 4'-&94'-6â€¢,1'-0 4,sl.27 ~ .~~vt.LIO~~-Ro.-2,6-- 4 <-)TALL WALL @ BEARING 1 %1 -- i E. tÂ·ASOtâ‚¬Y: ALL CPUS SHALL COFORM TO ASTM (90. CMUS USED BELOW GRADE Ak ALL WI 1 -*9 E.14- ~~ 1/ 1. 1 2 [49 -0 h ] / 1 .4 .IP 4/f EXTERIOR WALLS SHALL DE GRADE N- 1. ALL MORTAR FOR EXTERIOR WALLS AND INTERIOR BEARING 1 . 4 /0/ WALLS SHALL CO,F00Â·1 TO ASm 270, TYPE S. GROUT FOR MASORY BOND BEAMS AND 011) 01Â¥ -- IT-- . 1<3 / 0 929%#2 - --; PILASTERS SHALL BE MADE WITH STOZ *6*6ATE AND SHALL DEVELOP 3000 PSI COPPRESSIVE 4/ N r & t>â‚¬+ 41. \9/ - STRENGTH IN 28 DAYS. MASoIm SHALL DEVELOP 1350 PSI ULTIMATE COMPRESSIVE S.mENGTH / 'r 3- E LAE 90' - 0 ~ 4, T. 1 Und P. 100 L O x /1,+ '/-%>+ 5 (frn) IN 28 DAYS. HORIZONTAL REÂ»fORCING SHALL BE STAM)ARD DUR-0-WAL' OR AUTHORIZED g.u----_uu-92.-- -3Â«-+--~ X -4- 1 EOUIVALE+IT SPACED AT 16 CH CENTER EXCEPT AS NOTED. VERT#CAL. REWORCING SHALL EXTEND FOR THE FULL IEIGHT OF DE WALL IN GROUTED CELLS. REINFORCING BARS SHALL- COIFORM TO 1 97 ASTM *615. GRADE 40. AT SPLICES, LAP BARS 30 DINETERS. / | 94Â·" T 4 4 FLÂ»46. ---Trk] 0 51 0 (43 \ 1 L -- 2::<E, REDWOOD .3 1 1 DOUGLAS FIR/LARCH GRADED AS PER -NATIONAL DESIGN SPECIFICATIONS FOR WOOD 411 , K 1,4- '419 k K C,(15 6/ F. SIag:IBEAL.-~~URAMINQ: ALL WOOD FOR STRUCTUU. FRAMING SHALL BE KILN DRIED 1. 19 / , 9+1-OuT CONC. FOR 2*123~ ~EN / r----2 O 9 6,-L , CONSTRUCTION' BYM NATI~ FOIEST PROCQJCTS ASSOCIATION. , SEE PL AN \ /1- / J T. PLYWD / ANCHOR BOLTS / PCOR. 14 0 11-1RACT - 100.0. - - ivt' @ 48" III.C. - < 0 7/' â‚¬ 32'10.41Â· TOF FLAINAE- g e AM. ELEVATIONS STRUCTURAL- JOSTS ( 1 2X6) NO. 2 OR BETTER â€¢k T. W ALL ' TOOLS 2. R. 14/~ 4 114<U - ADETS , QIMEMENAL_LUMBER 1 fi 3 3 f LEVEL ~ 6 C~ SEE PLAN ( / PHASE- I 41'ldp. ALL IA-|Â·~E>EÂ»16 THIS - FB-1250 PSI (1450 PSI REPETITIVE] FV-95 PSI FC -625 PSI * I FL ~ ~ZIA-1-4 ~ 9~f v 3 -0 60020 I HATE &4/ 49-3 Xi Ei - Ex ~ 51'4 . J STS. LI6HT FRAMING AND STUDS 411 1 â‚¬ 2 ~~ Â·Â·~~ STANDARD OR BETTER - Llr__-_ 1- 4 N i- i I 'grt= 11 Q SIZES SHOWN FOR STRUCTUUL WOOD FRAMING ARE NOMINAL SIZES. PROVIDE SOLID BLOCKING m l 3 x - 1 7~ CENTER BETWEEN SUPPORTS EXCEPT AS onâ‚¬RWISE NOTED. CONIECTORS SHOWN ON THE PLANS c\1 -- Â· - 2-1412 O ld' 0.6. 0~ 26 ~/ 11 - 13' 5,11.U. 1Â«1/ 44 VOT'' /10 le" 0-6. TD CAREZY AAE MANUFACTURED BY THE SIMPSON COPPANY. COINECTORS BY OTHER MANUFACTURERS SHALL UFLOOR JOISTS ~0 / IC-AFT'A. t-14%01*' AroVEL 1 , 52 DEETID A5 ECUIVALENT IF T}fIR RATED CAPACITY IS EGUAL TO OR GREATER â„¢AN THAT OF TH J 1 SEE PLAN / ~ 3 PLYWOOD FOR RO0F5 FLOORS A}O EXTERIOR SMEAR WALL SHEATHING SHALL BE APA 1 CO.,ECTOR SPECIFIED. FOLLO,/ MAIRJFACTURERS RECOITENDATIONS FOR NALS AND BOLTS. - 5,12 LE.F@ER 14 2- y, Â· J J GRADE-IRAD[MARKED GD WITM EXTERIOR GLUE. USE RIN6 5HANKED MAILS FOR ALL ROOF AND L ~0029 ' '-7 4 - tl 1/2'' + EXE Docrs a | / 1 | 1 L-1 4 1/f 1 0 15 --7~ 1 b y ~1 / 1 1*5'Â·.Â·'EPTâ‚¬@â€¢15*'O.1=:.~~ i :-1'. 1 ~ <~~~ b }- FLOOR SHEATHING.nâ‚¬ USE OF SHIMS IS ACCEPTABLE ONY IF MADE OF OAK. MAPLE OR SIMILAR 9 -{------- 1Â»40 HARDWOOD. DE USE CF CEDAR CA REDWOOD SHINGLES AS SHIMS IS SPECIFICALLY PROHIBITED. < 1 CRIPPLE WALL , 4/ 4 -3 1 2,11 LAMINATin BEAMS SHALL BE FABRICATED WITH tureER Of EITHER DOUGLAS FIR/LARCH OR 4 6. C , 4 -7 N i\61-3,6 0- 1 a-z~%*-a~ I ~ _ -- ___ _ __ _ __~~ | SOCâ„¢ERN PINE. Wl,NATED MEMBERS SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH Il \41Ax. 31'CONG.-FC>fkj ~ t' - -- -- - - - -~ 'THE STANDARD SPECIFICATIONS FOR T}E DESIGN Â»D FABRICATICN OF STRUCTlJRAL GLUE ASSOCIATION. APPEARANCE GILÂ« 9.ALL BE INDUSTRIAL, EXCEPT MEMBERS TO BE VtSUALLY Issue: ~ R'w' OR TREATED \ 1 ~| LAMINATED LUMBER OUBLISIED BY THE AITC AND THE APPROPRIATE LUrEER PRODUCERS' *5 D'w'L @ 30" 0.0, ~-Â·--: 2x4 SILL PLATE ~ E-_ Â·eE-Â£ Aft.tÂ·1.-~ ~| 2-2,424 k. 1 1 - 5 OVE.2 r EME:Â©NiE.\ 7-5/4 L-- _- EXPOSED SHALL BE ARCHITECTURAL AND SUPPLIED INDIVIDUALLY WRAPPED. $ I Ch M . :..Â»54 : 1 6 * 1 40/ 4.1 r--7 ' F -1 - Â· ~ BEAM POCKET i. 7 3 1 00Â¢21NATI0N 24 FB-2400 PSI FV-165 PSI E-1800000 PSI ~. -1 1 k 13-3 Ad . cp 3.+L I (9 THUS) 9.61.2/ .k El. FOOTING .....4:Â·:..........'.~::.~-2"CLF,F 0 + N)*504 ' '4< '*15,---1 ,90.3/ -- p -1~ -- Il' Â¢ coNC. FIER INX FT<q. \-/ * i:EE PL Ar'J r:: : 1-7 A ~~1-%) 2.1.- LE) P 1 \ z'-0 , 21-0 x t'- o W AND DISCREPANCIES SHALL BE CROUGHT TO THE ATTENTION Of THE ARCHITECT. 1.- - -1 21 N l'EMBERS STRESSED PRINCIPALLY IN BENDING (BEAMS, GIRDERSM 6. AU DIMENSIONS ON STRUCTUFAL DRAWINGS SHALL BE VERIFIED AGAINST THE ARCHITECTURAL. 1 /râ‚¬ 3 6 1 Df CONTRACTOR FROM CONFORMANCE WITH THE DRAWINGS AND SPECIFICATIONS. EXTE-12102 601Â·46. ~ - 17â‚¬ E. 14 (4 THUS) H. THE ARCHITECT flUST AUTHORIZE ALL SUBSTITUTIONS. SUCH AUTHORIZATION DOES NOT RELIEVE / SEE PLAN LJ .- . ti-,465 ON 60\PE 6341 L , NOTE-: 96,644644-T- 02# 5 FZAkl 2 - *5 CONT.p--#'4 Ik -~72 -~ N ~ SEED AIU,H.1 ~-F. Fl EK 98 - 01 (AFÂ»=' ITÂ« Cip Ex 16.-FiklÂ« 1. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND ROOFS WITH THE MECHANICAL AND -SEE pldl-- 1 1 , 93-9 262 1476 3 627-r 10 /1 -70 ELECTRICAL CONTIUCTORS. 2341 21 6F Slki+LE ESEÂ«12''Wor LINE.; , J. DO NOT BACKFILL AGAINST WALLS UNTIL FLOOR AND ROOF SYSTEMS BRACING THOSE WALLS ARE IN ~ FLOOR FRMG. @ LEDGER NO-TE AE>OVE IG-O L 1-4Pz , 13-0 , (4 -TH US) ler=u v I p 6 7,7 J IDLE PLACE. 7 , . 1 FleAMI NC< LINE Q F wle. 16 @ 324'*= 1 '-0" (202'i 160- 4 '/1 6/. 1.E) , 12â‚¬.406 VE-,2.1 FM ...11'r-H ' K. ALL EXISTING CO,DITIONS SHALL BE VERIFIED IN THE FIELD. DESIGN MODIFICATIONS ARE POSSIBLE ' ' 244(* 1 N ELEQ . AND EXPECTED DURING THE CONSTRUCTION PHASE, TO SATISFY THOSE CONDITIONS FOL*â‚¬. 4% PHASE E 1'4 DWL @ 16"13.13. b--~ , 6.~ 6 POST SEE ARCH ~ - CONC SLAB SEE ARCH. Â·rÂ·-- -FOR BASE WRAP DETAIL \ 13 THICKEN TO BEAR ON PIER. ....-~ EBTEEL CCIL. 3 " CONC. TOPP'G 'w' 7 - Â£ 6 x 6-91.4 x Wl .4 SEE PL AN , ~ CONTROL JOINT AROUND COL #4 HORIZ. @ MIZI:E:E |'-m \ 2 OVER MEMBRANE OVER SIMPSON AE:66 F--U,1- -1,1 1 f 3 /4 " T & 13 PLYWD I W/ 1/2".0 EXP. BOLT K./4"extu f 1 1 1 1 TOOL RADIUS @ NOSE R.,\ ''\, , i r -11 7 ~ SEE PLAN . ~ T. VALL i i , TOR S RESP</ASIBU FOR COI/'ll-3 00Â®01014 AlÂ® 1 1 THE PURPOSE OF THG DRAWN@ 8 ONLY TO GRAPHIC,41Â¥ .. ANCHOR BOLTS \ DEPICT THE GENERAL NATIE OF TIE WOF< THE COITIC 1 H j/ 1 /*p 11 , 11 ''-~ SEE PLAfl '\ SELECTIO FA-CATON PPOCEI-1 N~ TED,Â«le OF 1 1 ~1 1-1 PROVIDE COLE) CONSTRUCTIOL THE ARCHITECT DILL 112 NOT,I Of AIY BASE PLATE 1 Â· ~ j / 1 | JOINT AROUND M VA~ATIONS FROM â„¢E DNE,~10118 AND) CONDmole ~ SEE PLAN ' '~-'*:8~{*>* -Â·' .i i: 1'<"'Â·'44-"- - / SHOWN BY THIS DRAWIO. SEE Pl AN 1 1 ; 1 ~ BASE 2 4 1 1 ~,1 6 Nd EXTEND REB AR 5" 0[3 T. SLAB , 3 \ 1 I il + 6 it 1 1 /2" ~' SEE PLAN A' Â·Â·Â·. Â·1Â·Â·Â·.Â·Â·Â·Â·Â·....11 101 ........: 1. 1 1. ...... .:.,1,/ M g 11~11 / . . CLR .,-Â·1 CONC. PIER 1 4 ' :-5 4 :Â£ 1 .......6 .4 4 1 4% ..'19 ~ 1, .4 *' ~-FUL4LDHI~r+125 k,Ln\%Â· ' / | SEE PLAN 4 Â·'A. 6Â· 4=:6 Â· :.Â·~ /24&2 -T 6,1 Mul I4*T-lablf Â»LE-12- LEVEL MFAMI14(% ~~ rÂ·:14:i/Â· I - DRIVE SEE ARCH .Â«Â«BAC .-[SEE PLAN FOR Â·t z-~,-ISTS SEE PLAN 0Â£ CE ~ ~* ... I . 1 04 t .1- w / 1 FTG . & RE INF . ~ 2 6 - '1& \\ LU RD'w'D 2 x 4 SILL |_/ . i , C! 8 0|3 B. FOOTING f. \ W/ 1/2.0 A.BOLT : L..ISOLID BLK'G @ 48" 0.C. Â· Â· /1 2~ , 0 . Â· '( '' V @ 48" O.C. | ALONG FIR'3T JST SPACE -~ SEE PLAN , CE = _3 1, Â· Â· Â· N) O \ 4 j.~ B. FOOTING Â¥ .... -[SEE PLAN 7 SEE DETAIL I /8 1.2 SEE PLAN I Ir ~FOR FOOTING & REINFORCING MIll) & REINF. Scale: < SEE PL AN ~ (~) GARAGE SLAB FOOTING @ STEEL COL. Sl.2 @ 324"= 1 '-0 i 1 47'i @ 324"= 1 10" (314) (306) ~ PIER @ SLAB ~ @ 3M"= 1 10" Â© WILLIAM JOHN POSS 1 * Of-- r h .,--1 OPTICa~ POCKET SEE [:,TL. /' #/ OPEN To TOP WALL 334 ~ P-\.. , FOR 'w' ALL RE INF. ~ "'I ,/2 r---~ STEEL BEAM WEST ,/' | SEE PLAN HALLAM - // 1 ~~3 T. BE Ati - ~~ '' i I 1 11' 111 - ASPEN -~ SEE PLAN 21 i COLORADO ADD 2 -*5x 3'-O" ~1 14&%1 ~ 6 ~ ~ ~ VERT. TOO.F, OF I \ D-5 ' cphr 1 1 'w' ALL @ POCKET : 1 tilri. ... 1 ,1 J I ~k BEAM POCKET : -:.,5 | 5 il' VE,4 'E~ SEE PLAN : :7:1 1,4 41 1 D -1.4 /11 i .2-4 L- la Â· 12 81 4-I Tl .- .1 2 -1 \44 0 WILLIAM JOHN POSS 4 PLAN NOTES - & ASSOCIATES BEAM POCKET ~Â·-~ BEAR BEAM 1 2~ PLANNING , j ARCHITECTURE S WIDTH = (BEAM ION NON-SHRINK 1. 0 or 0 COLUMN BELOW . 605 E. MAIN STREET \ OE'Cll-IT e co I FLANGE VIDTH Â· \ f ASPEN, CO + 4") * 1- 2 .or. COLUMN ABOVE 303 925 4755 L42 - 1 72"0 x 100' 2-0 0. | 2 . S HAI -ER WI/ 3--.1 JOIST BEARING SEE ANCHOR BOLTS 1 -| 6 - Rod NAI LE' 6 4. 3 JOIST HANGER ' PLAN' ~t' 6 1 EA Â«UID . . 5. _--Â£77 STEP PLYWOOD/FRAME Â· \56 C .:IIi \1 /-)STEEL BEAM POCKET '0, ,- 2,6 6 24" 0 0.\ F 6. 1 ' 1/2 PLYWOOD SHEAR PANELS FOR EXTENT INDICATED. L J l J L J l J l .~~ L J U U U TI- I./-1 2-6 SHEAR PROVIDE 10d NAILS AT 4- 0.0. ALONG PANEL EDGES AND U 1-2.45IJ . I ' X'- XX- 10- O.C. ALONG INTERMEDIATE SUPPORTS. -NQIf: MAY ~~ 6 3/4"= 1'- 0. ( 910 ) - /1-1 '4 r'" '. U-fl -= 1 1 SUBSTITUTE SIMPSON CWB 126 PER 3 L. F, PLYWOOD. .; AI r -_ _ 143 6 13'u C L. ..AE+1EAK a rÂ· 0 */4 (U + 0 11 --- - 71 1 14 7. EXXX-XX-] TOP OF BEAM ELEVATION x- -0-~ 41 - - I ; 4% 3 ' 2 HIL ./ -9 8. PEE*21 INDICATES OVER FRAMING /. IiÂ· 1- 3-0 ~---~ SEE PLAN FOR --- C, 44 ~Ic,-cÂ·!1]4, i HEAR. ~ ~1 l JOISTS & 2,2-0 / Â·41 /1, r - , 9. ALL SUBFLOORS TO BE 3/4- T&6 PLYWOOD GLU-NAILED WITH Sd AT 6-0.C. 1 ~1 | HANGERS 1 / ALONG PANEL EDGES AND 12" O.C. ALONG INTERMEDIATE SUPPORTS. / i /4 AIrÂ·-Fo 1'~ ~ || ~ 10. ALL COLUMNS SHALL BE 2-2x6 UNLESS NOTED OTHERWISE 1 ~ *-33.1-prlE_ 19123~_Jllb- 11 Fla _--J 9 VF" DE-1-1-1-11Â«+ 9 1~ \ / 11. ALL HEADERS SHALL BE 3-2X 10 UNLESS NOTED OTHERWISE. 1 ? -3 -1 6 i9 ' | | ~ DISCREPANCIES OR MISSING DIMENSIONS. 1 'O 12. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT OR ENGINEER FOR j ~1 BEAM ELEVATION A i 0-, fly- . \ 1 0 2 '~ SEE PLAN - 0 -1 U Cl 1.16 0 19"O.J. 1 1 4, L--1 C la 111 i Il l 1 .-/ ~ 23%- Aâ‚¬ 33/ 1 9 Â·7, | Â· --- -- - Ex 1 5:T'ct. 12>Ru]-1 11 '4.111 \\4) M / 4 L 12Â©FS x 1- HA97 0 -ICE fi 9*1/ , ' 9%Â« 1 WJf 61) 1 - 1 T [ 110 - ely 2 ] , OIl 7 4 01 2 x I z -" DO 11 0 11 1 - ,/ 11 1 - f,-. 1 \ | BUILT UP G IRDER 2 - I 14 + 9 : i M L \ .' OR GLU L All U BIRDSMOUTH 1 / --3- ~ - - --3 BOTTOM OF JSTS. ~-- (SEE PLAN) f f/4, - --- -3 ~-- --r)12- U~3\.----t~- 1 Ir ' 117_k --~ ?|4 9 J u i *1351 1 -\Â»> 4 3 1&. ] EHEAE 1 - _. HEAR ----- - 52@24'0.0.4 , 7- rc , 1 1+10Â«2 - .LLI -4.=~ItujL- Ff----- -7--111=11-41 1 n ~~ WOOD BEAM @ RIDGE â‚¬=EL Aky-\ ~1 1 2-0 F-X _1 -N -3 - + 3.43 VIllE iÂ© 324"= 1 '-0 909 1 ~-4-137-11,2 -*-7 I C'Al~~- WAL.u 1 2 X.-C 1 47 .Il .4 #,-40 REMIDVE '409%/ 1 12 3 -DID 1 1 |Th'~~PiaÂ¢ [Niad' LEI IR .&- O -3 EXI ST. COL.- r -' 13 [ DEL CE_I 6265,-3 > 1-2, [f 96 T FOUD. x ED-OW 7110- 1 1/4 "98: Ng t:NE'- Ex'fT'Ul EfEAMI i v. i. fo /4 0 - U -9 1-11 H . 6 -2,12 A~ rf ' *-1 1 AfÂ·-9.1,Irl ED EXIET-11Â·46 36-6. (V.19-33. 012 U. 14 1-t-r s <_ __1_4" I 4. 61 -f%Â¥ld 12- . (Tâ‚¬) > N- - 1 '413 C 3 7 '090 /-1BETWEENJETs r 0 1 / ED'.1 x i 9. 3 5 i. j o U-- - F=Â·fif 3 <--1 K 1--1. TO r LACE NEW - 4) I I<opic,ve Exl..:ra Â¢il 61'OICE At ECU O. -7 ~ 1 [' EL ARDHJ 9 -0 1 -- - -4 : >\/ â‚¬ *.-T. AN WD. E-- - --4 9 try kiml C' 1 -e f ' E-[. ALH. b-X , - ..09- , z IHAS.E- 1 - ~ 0 - A--4 D 0 Ill - O -/-3 n -/_t <231Â¥r. Un & <9 - 1 1= 1 99 - 1- 11 t 11 SEn # n 2 - 1 -1---1 j BIRDSMOUTH,-IST ~---'" [104- 11 14] / ED|'A I |2 (3~l- 1_9 4 ull f 6/ I k @ WSIDE FACE STUD ' E 00 3391 16%% 91 (t 7 -7 1 .., LJ 51'13 - 16 6u 6Â«3 4 14 \ Issue: '1' r - 1/4 , CJ CHEati --0 13,/ - i .,-- 1 74L c HEAK | ' 0 4-0 / / L--1TAIL & FACIA i 1\4032 , 1 4 - *. iiI/ SEE ARCH 15-~ 02) -7 2 X 6 BRG WALL t -~--- d. -1= r. - \\~ -4 HEAR , 1 -2.10 0, 3-0 ~ ROOF JOIST BEARING ~ T. E ~ SHEAk| 63) 74"= 1'-El" (610) SEE ACH 4.0 r 1 SEE PLAN , 5" ~ 9 ~ 1 I FOR BEAMS TYP J 2 1/2", 3 1/2" 2 1/2'0. 1 1/2". 1[ I /1/4 , 4 2 :/ 13 2 /' 64 SPIKE ADDITIONAL K--4 'lilli 1 " in THE PURPOSE OF THIS DRAWNG IS ONLY TO GRAPHICALLY 2 x TO BEAM END DEPICTâ„¢EGENERALNATURECFnEwo-THECONT~O 1 TOR S RESPONSÂ®LE FOR COÂ»Ellile DaENSION~ NE) OR SIDE FULL HEIGHT -4' SELECTING,AB-nONP--,AND 7ECHI,Qtmo, 1 < 0 0 . E M VARIATIONS FROM THE DIMENISIO,6 AE COFÂ«)mONS CONSTAUCTIOR â„¢E ARCHITECT SH,U BE NOTFED OF ANY O 0 /6 SHOWN BY THIS DRAWING ~ 0 11 n I N IL D , i '"All , * iL A @ 3/4' x 5' x 0'-10' ' - ~ ~ [jPPEF LEVEL FÂ«dIN|G 1-4--Â»I @ 3/4- x 10' x 0'-10' 3/4-0 x O.--10' k----41~ 2 1/2" 2 72" ,/7'> 1 1/2- 6 fl LIE) '/4'~ s I -O" 2.6 qc ANCHOR BOLTS ... $ 1 1/2" 3 1/2" 3 1/2" 1 1/2" il 9 3 P A--4-1 2 04 STEEL PIPE OR 61. TUBE COLUMN , (SEE PLAN) ~ ~ BUILT-UP 2 x : 9- ogo 00 EK 1 COL. SEE PLAN Scale: 0 â€žr-,1, 2 1L U TYPICAL BM/COL. CONN. @314' x 5' x 00-10' /-) BASE PLATE DETAILS @ 3/4* x 8' x 0'-8- ~ 63 3;46 10-0 (504) ~ @11/2~=1-0 801 S2.2 Â© WILLIAM JOHN POSS r 33~ 0 WEST HALLAM ASPEN COLORADO WILLIAM JOHN POSS & ASSOCIATES ARCHITECTURE a E.34 Il-E ~(21 PLANNING > 6,01~1 TRUCTION 605 E. MAIN STAEET ASPEN, CO 303 925 4755 7. IL 1 I 3 - Id) b/ S HEAC 21.AbLNQIES /X 6-0 c 1-1 E AL 1.0 or 0 COLUMN BELOW T. FL 11 - - 1-> 9 4 / C ~ 4.0 2.--1 JOIST BEARING 1.'1 - / 3. 3 JOIST HANGER \1 4. ' 1/7 PLYWOOD SHEAR PANELS FOREXTENT INDICATED. 1- u- 1 -71 --n SHEAR PROVIDE lod NAILS AT 4" O,C. ALONG PANEL EDGES AND ~ 1 9 0-5.1 L X'-XX 10- O.C. ALONG INTERMEDIATE SUPPORTS.-NQIE: MAY Â¤ '~ 0 1 1 SUBSTITUTE SiMPSON CWB 126 PER 31.F.PLYWOOD. SHEAC- 2-2.12 2-2.12 44 ,-- 11 - 1 PC 5. [XXX'-XXÂ»] TOP OF BEAM ELEVATION 3-0 j 1 2 2 * 12 LJ AL~ r / 1- b 6. 1!EEFE[1 INDICATES OVER FRAMING ~ / 4 .1,G- 7, ALL COLUMNS SHALL BE 2-2x6 UNLESS NOTED OTHERWISE lid 1 4*47, 11\4 . 3 2ik,#r â€¢ 4 i 44/2. '\~C,1ib 11 V-~ EL 8. ALL HEADERS SHALL BE 3-2X 10 UNLESS NOTED OTHERWISE. Lf 242 ll000 , ~r '\9 Le 1-[ r 1 '4 - =L - \0 4 1 i -Urc-%412?.6.1 9. ALL SLOPED ROOF SHEATHING TO BE 5/8" CDX PLYWOOD WITH 8D NAILS AT 6 0.C. * 0 j ri p el ALONG PANEL EDGES AND 12- O.C. ALONG INTERMEDIATE SUPPORTS. #/4.8 Mt (Filf I /' 2-2-42 - 2123,3-2 Â»/ Et / 17 17Â¥F. U.N.01 1 1 10. ALL LEVEL SHEATHING TOBE 3/4" CDX PLYWOOD WITH 8D HAILS AT 6-0.C. ALONG f Erll HED FA,IA Â«\\\ ExiÂ·grit-ic~ Roof PANEL EDGES AND 12-0.C. ALONG INTERMEDIATE SUPPORTS. F12 DH 1 '/2-" H L) / --O //81, 1 2+112 1~o;'r _ -/7 STKIN JUIKE (v, 1.IR) 11. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS. m i re L. - 4 - 14-0 1 < HEAK Raill- K -t I 1 J 1 SHEAC 5'* Irl _.-t i 3-0 ---< 4/74 # .. 1 rE=-2[19( 1 - 1- T. 11. I i r -iD) 3/0 - I X yr 1 C -133 Id. - e I / SWEAk 9 w W ,/ 62 2 1 ' 2-U --- N -:L _ 1 / 1 RIF 17~165 -To Er" poi--TH |~~b~_ - 1 . 6 %' = cal- flo-[ 1-7- 1 -/Ir- = -7 - -4 --- 7 14 - TVO. - 96Â£. ACCH. ' 242 6 . 73 \4-11 1 1 1 - 9-+16,4 Le. 141 1-C TEL 119 - 1048 -Â«r. 12\ - \J 1 I 0 2./ 2. C V U 3 JE r,- ed . '/ 9 OA d O 0 \V - 1-*,f__ t- /4- il l L/ 4--0 1 mpt-_- \?12TI[/ 0 V rl [ I I k 1- 1 lu. '9,61 tl :4-1 r +91 7 1*-ir i.~ FT] ru- u~ 7 r' 91- E- - --1 f/ 1 ,1 1/ 11 1 L =2 1 Le /11 1 111 reE- F U 41* 0/ 0/ , f-,, K gIP=i- -1.FIR '21,Â» 16--61,-lf m--- AP .uFLE) Clch. Jâ‚¬E ~ 4/ \ 7 V /9.11 1 4 21 \~FEAR'el. LINEL. FL\-E Ill H. 2 -2. 0 W H LCE E->4 ler'6. WALL 122/1OVED \L 4 9 1< - e 7 \ ----1 4 6 A j 11 5 FFÂ·14 BE f ~AiT 3 7 Li|| 4 HEAK - 11 1 7 1- 1 1 1 3 11 [-23 1I CK,---- .1 _Â»..V ILIT-'L_ --1 ~ ! 41 L 1 1 Issue: SHEAR 1 .0 -T- FL 11 2,- 10 6 / 9 7 3-1/ â‚¬ HEAR j DÂ»t Ng- .) 4-0 1 Ex i Â·'T'. i CON - TIQUCTION THE PURPOSE OF THIS DRAWNG IS ONLY TO GRAPHOnY DEPICT THE GENERAL- NATUAE OF TH WOF< THE CONT.WD TOR S fESPONSÂ®LE FOA COIRIE MIXM NO SELECTNQ FABRCATION PAC)CES~8 Alâ‚¬) TECI-OlES OF CONSTAUCTOL THE ARCHITECT 9*1 IE NOTFED OF ANÂ¥ VAAIAT]066 FROM THE DIMENSIONS AK CO,lmoNS SHOWN BY â„¢IS DAAWNG. 02 72 7 9Â«Pl ItÂ« 4-5/14 ' <\ 1-If 1/4 4 $ 11- 04 2- 6 -ID Scale: S3.2 Â© WILLIAM JOHN POSS