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HomeMy WebLinkAboutcoa.lu.gm.McDonald's.406 S Mill St.A43-92McDONALD'S GMQS EXEMPTION 2737-182-21-002 A,3-92 4?) ASPENTITKIN PLANNING OFFICEkf 130 South Galena Street Aspen, Colorado 81611 (303) 920-5090 LAND USE APPLICATION FEES City 00113 -63250-134 GMP/CONCEPTUAL -63270-136 GMP/FINAL -63280-137 SUB/CONCEPTUAL -63300-139 SUB/FINAL -63310-140 ALL 2-STEP APPLICATIONS -63320-141 ALL 1-STEP APPLICATIONS/ ";zz CONSENT AGENDA ITEMS REFERRAL FEES: 00125 -63340-205 ENVIRONMENTAL HEALTH 00123 -63340-190 HOUSING 00115 -63340-163 ENGINEERING SUBTOTAL County 00113 -63160-126 GMP/GENERAL -63170-127 GMP/DETAILED -63180-128 GMP/FINAL -63190-129 SUB/GENERAL -63200-130 SUB/DETAILED -63210-131 SUB/FINAL -63220-132 ALL 2-STEP APPLICATIONS -63230-133 ALL 1-STEP APPLICATIONS/ CONSENT AGENDA ITEMS -63450-146 BOARD OF ADJUSTMENT REFERRAL FEES: 00125 -63340-205 ENVIRONMENTAL HEALTH 00123 -63340-190 HOUSING 00113 -63360-143 ENGINEERING PLANNING OFFICE SALES 00113 -63080-122 CITY/COUNTY CODE -63090-123 COMP. PLAN -63140-124 COPY FEES -69000-145 OTHER SUBTOTAL TOTAL" ` 0 �- Name:S� Address: l Check # 11� Additional billing: Phone: Project: S Date:'�— # of Hours: ' �'-��� � , P��—!�.Ks-\/� CASELOAD SUMMARY SHEET City of Aspen DATE RECEIVED: 5/ 22/92 PARCEL ID AND CASE NO. DATE COMPLETE: (0/3 .2737 -lid n.)L/ -oo3— A43-92 STAFF MEMBER: KJ PROJECT NAME: McDonald's Corporation GMOS Exemption Project Address: 406 South Mill St., Aspen, CO 81611 Legal Address: APPLICANT: McDonald's Corporation Applicant Address: 314 S. Mill St., Aspen CO 81611 REPRESENTATIVE: Les Rosenstein, Bill Poss & Associates Representative Address/Phone: 605 E. Main, St Aspen, CO 81611 925-4755 -------------------------------------------------------------- -------------------------------------------------------------- FEES: PLANNING $ 200 # APPS RECEIVED 3 ENGINEER $ # PLATS RECEIVED 3 HOUSING $ ENV. HEALTH $ TOTAL $ 200 PAID:(YES) NO AMOUNT: $ 200 NO. OF COPIES RECEIVED—3 /3 TYPE OF APPLICATION: 1 STEP: 1 2 STEP: P&Z Meeting Date CC Meeting Date PUBLIC HEARING: YES VESTED RIGHTS: YES PUBLIC HEARING: YES VESTED RIGHTS: YES Planning Director Approval: Insubstantial Amendment or Exemption: EFERRALS: City Attorney A City Engineer fib 2 Housing Dir. �(/► _ Aspen Water City Electric Envir.Hlth. NO NO NO NO Pa d : Zoo Date: Mtn Bell School District Parks Dept. Rocky Mtn NatGas Holy Cross State HwyDept(GW) Fire Marshall State HwyDept(GJ) n� Bldg Inspector �� Roaring Fork Other Zo e Aspen Con.S.D. Energy Center Clean Air Board DATE REFERRED: `��� INITIALS: FINAL ROUTING: DATE ROUTED. S INITIAL: 1 �3 City Atty City Engineer Zoning Env. Health Housing Other: FILE STATUS AND LOCATION: 0 0 MEMORANDUM TO: Bill Drueding, Zoning FROM: Kim Johnson, Planning DATE: June 16, 1992 RE: McDonald's Restaurant - GMQS Exemption for Addition of Bathroom (Planning Director's Approval) Summary: Staff recommends approval of GMQS Exemption for the expansion of 41 s.f. for a new handicap access bathroom on the southwest corner of the building. Applicant: McDonald's Corporation, represented by Les Rosenstein Location/Zoning: 406 South Mill Street, CC Commercial Core. Request: The Applicant is requesting GMQS Exemption for the addition of a bathroom as expansion of a commercial structure that does not add net leasable square footage. The new bathroom is necessary because of a reconfiguration of the restaurant's main floor which will eliminate the existing bathrooms. See Attachment "A" for application letter and floor plans. Referral Comments: Chuck Roth forwarded comments regarding contents of the revised plat. Please see Attachment "B". These items are listed as conditions of approval. Staff Comments: According to Section 24-8-104 A.1.d., the Planning Director shall exempt "the expansion of an existing commercial or office use in a building which does not increase its net leasable square footage." The definition of "Net Leasable" contained in Section 3-101 excludes "any area dedicated to bathrooms, stairways..." The proposed expansion therefore is not net leasable area and GMQS Exemption shall be approved by the Planning Director. The new bathroom will be located under an existing deep roof overhang and will not increase FAR. There are no other review criteria required for this proposal. Staff Recommendation: Staff recommends approval of Growth Management Exemption at 406 S. Mill for a 41 s.f. expansion for a handicap access bathroom on the southwest corner of the building. The following are suggested conditions: 1. A plat amendment (second amendment) must be filed which meets platting requirements contained in Section 24-7-1004.D of the Municipal Code. 2. The second amendment plat shall contain the following information: C] This plat amends (1) the original PUD plat on file at book 12, page 39; (2) Park Place, A Condominium, plat on file at Book 13, Pages 75 & 76; and (3) the first supplemental plat on file at Book 15, Pages 38 & 39. 3. The Applicant shall consult the City Engineer for design considerations for development within public rights -of -way and shall obtain permits for such work from the Streets Department. I hereby approve GMQS Exemption at 406 S. Mill St. for a 41 s.f. expansion for a handicap access bathroom with the three conditions listed above. �>,"' zLb�L (' 25 Di q2,-- Moore, Planning Director Date Attachments: "A" - Proposed Bathroom Expansion "B" - Engineering Referral Comments N MEMORANDUM To: Kim Johnson, Planning Office From: Chuck Roth, City Engineer Cw- Date: June 15, 1992 Re: McDonald's Corporation GMQS Exemption, Plat Amendment (for Park Place, A Condominium) Having reviewed the above referenced application, the engineering department has the following comments: 1. A plat amendment (second amendment) must be filed which meets platting requirements contained in Section 24-7-1004.D of the municipal code. 2. The plat amends (1) the original PUD plat on file at Book 12, Page 39; (2) Park Place, A Condominium, plat on file at Book 13, Pages 75 & 76; and (3) the first supplemental plat on file at Book 15, Pages 38 & 39. This information must appear on the plat. 3. Given the continuous problems of unapproved work and development in public rights - of -way, we would advise the applicant as follows: The applicant shall consult city engineering (920-5080) for design considerations of development within public rights -of -way and shall obtain permits for any work or development within public rights -of -way from city streets department (920-5130). cc: Bob Gish, Public Works Director M92.176 EyIAV,ce) jlijvi TO: Bill Drueding, Zoning FROM: Kim Johnson, Planning DATE: June 16, 1992 RE: McDonald's Restaurant - GMQS Exemption for Addition of Bathroom (Planning Director's Approval) summary: Staff recommends approval of GMQS Exemption for the expansion of 41 s.f. for a new handicap access bathroom on the southwest corner of the building. Applicant: McDonald's Corporation, represented by Les Rosenstein Location/Zoning: 406 South Mill Street, CC Commercial Core. Request: The Applicant is requesting GMQS Exemption for the addition of a bathroom as expansion of a commercial structure that does not add net leasable square footage. The new bathroom is necessary because of a reconfiguration of the restaurant's main floor which will eliminate the existing bathrooms. See Attachment "A" for application letter and floor plans. Referral Comments: Chuck Roth forwarded comments regarding contents of the revised plat. Please see Attachment "B". These items are listed as conditions of approval. Staff Comments: According to Section 24-8-104 A.1.d., the Planning Director shall exempt "the expansion of an existing commercial or office use in a building which does not increase its net leasable square footage." The definition of "Net Leasable" contained in Section 3-101 excludes "any area dedicated to bathrooms, stairways..." The proposed expansion therefore is not net leasable area and GMQS Exemption shall be approved by the Planning Director. The new bathroom will be located under an existing deep roof overhang and will not increase FAR. There are no other review criteria required for this proposal. Staff Recommendation: Staff recommends approval of Growth Management Exemption at 406 S. Mill for a 41 s.f. expansion for a handicap access bathroom on the southwest corner of the building. The following are suggested conditions: 1. A plat amendment (second amendment) must be filed which meets platting requirements contained in Section 24-7-1004.D of the Municipal Code. 2. The second amendment plat shall contain the following information: • • This plat amends (1) the original PUD plat on f ile at book 12, page 39; (2) Park Place, A Condominium, plat on file at Book 13, Pages 75 & 76; and (3) the first supplemental plat on file at Book 15, Pages 38 & 39. 3. The Applicant shall consult the City Engineer for design considerations for development within public rights -of -way and shall obtain permits for such work from the Streets Department. I hereby approve GMQS Exemption at 406 S. Mill St. for a 41 s.f. expansion for a handicap access bathroom with the three conditions listed above. G J b7j6jj,W Moore, Planning Director Date Attachments: "A" - Proposed Bathroom Expansion "B" - Engineering Referral Comments 2 MEMORANDUM To: Kim Johnson, Planning Office From: Chuck Roth, City Engineer 1'7--0 Date: June 15, 1992 Re: McDonald's Corporation GMQS Exemption, Plat Amendment (for Park Place, A Condominium) Having reviewed the above referenced application, the engineering department has the following comments: 1. A plat amendment (second amendment) must be filed which meets platting requirements contained in Section 24-7-1004.D of the municipal code. 2. The plat amends (1) the original PUD plat on file at Book 12, Page 39; (2) Park Place, A Condominium, plat on file at Book 13, Pages 75 & 76; and (3) the first supplemental plat on file at Book 15, Pages 38 & 39. This information must appear on the plat. 3. Given the continuous problems of unapproved work and development in huhlic rights - of -way, we would advise the applicant as follows: The applicant shall consult city engineering (920-5080) for design considerations of development within public rights -of -way and shall obtain permits for any work or development within public rights -of -way from city streets department (920-5130). cc: Bob Gish, Public Works Director M92176 • •r��ii:-4`'rl- CITY OF ASPEN / PITKIN COUNTY PLANNING AND ZONING OFFICE 130 South Galena Aspen, Colorado 81611 303-920-5090 Fax 920-5197 June 4, 1992 Mr. Les Rosenstein Bill Poss & Associates 605 East Main Street Aspen, CO 81611 RE: McDonald's Corporation GMQS Exemption Case No. A43-92 Dear Mr. Rosenstein: The Planning Office has completed its preliminary review of the captioned application. We have determined that this application is complete. This case has been referred to City Engineer and the Zoning Department. We do require a $90 fee for the City Engineer referral fee and will need this amount within one week. In the mean time, we will begin the process. If you have any questions, please call Kim Johnson, the planner assigned to your case. Sincerely, Cindy Christensen Administrative Assistant MAY 2 2 and associates 605 EAST MAIN STREET ASPEN, COLORADO 81611 TELEPHONE 3031925-4755 FACSIMILE 3031920-2950 May 21, 1992 Kim Johnson Aspen/Pitkin Regional Planning Department 130 South Galena Aspen, CO 81611 Dear Kim: Enclosed please find McDonald's GMQS Exemption Application by Planning Director. If there are any questions regarding this submittal, please feel free to contact me. Sincerely, Les Rosen Project Ma Enclosure • ATTACHMENT 1 LAND USE APPLICATION FORM 1) Project Name McDonald's Addition 2) Project Location 406 South Mill St. 3) 5) Present Zoning C-C 4) Lot Size 8,454 sf Applicants Is Name, Address & Phone # McDonald's Corporation and Park Place Condominium Association 314 South Mill Street, Aspen CO 81611 6) Representative's Name, Address & Phone # Sonny Jones, McDonald's Corporation 5251 DTC Parkway Suite 300, Englewood, CO 80111 (303)779-0444 7) Type of Application (please check all that apply): Conditional Use _ Conceptual SPA _ Conceptual Historic Dev. _ Special Review _ Final SPA _ Final Historic Development 8040 Greenline _ Conceptual PUD _ Minor Historic Development Stream Margin _ Final PUD _ Historic Designation Mountain view Plan _ Subdivision _ GMQS Allotment Condominiumization _ Text/Map Amendment X GMQS Exemption _ Lot Split/Lot Line Adjustment 8) Description of Existing Uses (number and type of existing structures; approximate sq ft; number of bedrooms; any previous approvals granted to the property). Two Structures of Approximately 13,000 Square Feet (F.A.R.) First Floor• Retail Space and Restaurant Upper Floor• Restaurant and Four 1 Bedroom Employee Housing Units 9) Description of Development Application: Add Handicap Accessible Bathroom to Existing Structure 10) Have you attached the following? X Response to Attachment 2, Minimum Submission Contents X Response to Attachment 3, Specific Submission Contents Response to Attachment 4, Review Standards for your Application jiand associates 605 EAST MAIN STREET ASPEN, COLORADO 81611 TELEPHONE 3031925-4755 FACSIMILE 3031920-2950 May 21, 1992 City of Aspen Planning Department Attn: Kim Johnson 130 South Galena Aspen, CO 81611 RE: McDonald's To Whom It May Concern: • The following is a response to Attachment 2 of the GMQS Exemption Application Package. 1. See attached letter. 2. Legal description: 406 South Mill Street, Aspen, Colorado Units 103, 203, 305 & 306 of PARK PLACE A CONDOMINIUM City of Aspen, State of Colorado 3. See attached Memorandum of Ownership. 4. See attached Vicinity Map. 5. In view of the fact that McDonald's Corporation is re -configuring their space on the main floor, the existing bathrooms will no longer be available to McDonald's. Therefore, the Applicant requests the addition of a handicap accessible bathroom to the southeast corner of the existing structure. The proposed addition falls within Section 8-104.A.1.d. of the City of Aspen Land Use Code which states the following: Expansion of commercial or office uses. The expansion of an existing commercial or office use in a building which does not increase its net leasable square footage. • and associates City of Aspen Planning Department Attn: Kim Johnson Page 2 0 The proposed bathroom to be added to the southeast corner of the existing structure contains approximately 41 square feet of interior floor area. The addition will be located under the existing overhang. It is our feeling, along with Kim Johnson and Leslie Lamont of the Planning staff, that this addition does not increase the building's net leasable square footage based on the definition of "Net Leasable and Commercial Office Space" which excludes "any area dedicated to bathrooms, stairways, circulation corridors, mechanical area and storage areas used solely by tenants on the site." If there is any additional information you may require, please contact me. Sincerely, Les -Rosen Project Ma Enclosures FROM DENVER REGI�JH a.__.1:4 Z 4 ?. _ McOonald's Corporation 5251 ETC Parkway Suite 300 mcQOA r Englewood. Colorado 80111 i (303)779-04�44 April 22, 1992 To Whom it May Concern: We hereby authorize 8111 PoSs and Associates, 605 East Main Street, Aspen, Colorado 91611, Phone (303) 925-4755, to represent us and to act on our behalf regarding historic designation, design and construction permits on our property, "?ark Plate A Coridumirilum" , Asperi, Cola; dciu. Sipcerely, i Sonny Jo.^.a Regional Conztrucrion Manager /kb ®Commonwealth® Land Title Insurance Company MEMORANDUM OF OWNERSHIP -ACCOMMODATION NO LIABILITY FOR THE SOLE USE OF: PLEASE DIRECT CORRESPONDENCE TO: PITKIN COUNTY TITLE, INC. OATES, HUGHES & KNEZEVICH ATTN: VINCENT J. HIGENS 533 E. HOPKINS 601 E. HOPKINS AVE. ASPEN, CO. 81611 ASPEN, COLORADO 81611 ATTN: LENNY OATES (303) 925-1766 FAX (303) 925-6527 DESCRIPTION: CONDOMINIUM UNIT 103, 203, 305 AND 306, PARK PLACE CONDOMINIUMS, according to the Condominium Map thereof recorded in Plat Book 13 at Page 75, and the First Supplement to the Condominium Map for Park Place, a Condominium, appearing in Plat Book 15 at Page 38, and as defined and described in the Condominium Declaration for Park Place, a Condominium, recorded August 3, 1982 in Book 430 at Page 401. COUNTY OF PITKIN, STATE OF COLORADO. GRANTEE IN THE LAST INSTRUMENT APPARENTLY TRANSFERRING OWNERSHIP: MCDONALD'S CORPORATION A DELAWARE CORPORATION TRUST DEEDS AND MORTGAGES APPARENTLY UNRELEASED: NONE LIENS AND ,JUDGEMENTS (AGAINST LAST GRANTEE) APPARENTLY UNRELEASED: NONE THIS INFORMATION IS FOR YOUR SOLE USE AND BENEFIT AND IS FURNISHED AS AN ACCOMMODATION. THE INFORMATION HAS BEEN TAKEN FROM OUR TRACT INDICES, WITHOUT REFERENCE TO, OR EXAMINATION OF, INSTRUMENTS WHICH PURPORTS TO AFFECT THE REAL PROPERTY. THE INFORMATION IS NEITHER GUARANTEED NOR CERTIFIED, AND IS NOT AN ABSTRACT OF TITLE, OPINION OF TITLE, NOR A GUARANTY OF TITLE, AND OUR LIABILITY IS LIMITED TO THE AMOUNT OF THE FEES. CERTIFIED TO: APRIL 1, 1992 @ 8:30 A.M. PITKIN COUNTY TITLE, INC. By: • Recorded..........Vo'clock............ M., ................. ................... ...._..................... r "" ReceptionNn............................ ........ ................................ _........... .................... Recorder. i n Cl� I i vI ) Tms DEED, Made this a day of g� 19 83 . between O � I Z PARR PLACE DEVELOPMENT CO., a Partnership a I N Qn W CL C of the County of Pitkin ,and State of Colorado, of the tint part, and Q McDONALD`S CORPORATION lit 3'S !l.AT- �1 c•`}I�- (�•:coK 1 LL I a corporation duly organized and existing under and by virtue of the laws of the State of Delaware l of the second part; WITNESSETH, That the said part v of the first part, for and in consideration of the sum of �I TEN DOLLARS ($10.00) and other good and valuable consideration �� II i to the said part v of the first part in hand paid by the said party of th;• second part, the receipt whereof is I� hereby confe sed and acknowledged, has granteo, bargained, sold and conveyed, and by these presents do li I grant, baraia, sell, convey and confirm, unto the raid party of the reeond part, its successors and assigns forever, I all of thr. following described c.r parcel of land, aiturte, lying and bein.- in the I County of Pitkin and State of Colorado, to -wit: Condominium Units 103, 203, 305 and 306, PARK PLACE (a condominium), according to the map thereof recorded August 3, 1982 in Plat Book 13 at Page 75 as P.eception *%,. 243171, as amended by the Supplement thereto recorded September 1983 in Plat Book 1.5_ a- Page 38 as Reception No. 243482 , and as further defined and described in the Condominium Declaration for Park Place (a condominium) recorded Aul;ust 3, 1932 in Book 430 at Page 371 as Reception No. 243170, all references being to the records of Pitkin County, Colorado. I iAiE OOfVj!EIiiARy FEE I�:+V 2 i 1983 7 �o Ii c -n � � I I I i a No. 995. 14r. 99--wARMANrr D<L13-1. *9 1•--,dMhd 4 C#'"_Uwo d i uhi .hint G.., 1P:1./9 5t,t [tr..t D-r, fnlm&A+ ..-. --- • BOiK 456 Pf1;r ` ' EXCEPT general taxes for 1983, payable in 1984, and SUBJECT TO reservations and e>:ceptions as set forth in Patent to Aspen Townsite recorded in Book 139 at Page 216, terms, conditions, restrictions and casements as reserved in deed recorded in Book 176 at Page 277; right of way to The Mountain States Telephcne S Telegraph Company recorded in Book 309 at Page 224; terms, :onditions, restrictions and obligations as created by Resolution No. 6, Series of 1973, City of Aspen, recorded in Book 274 at Page 217, and by notice and historic designation, City of Aspen, recordeu in Book 295 at Page 515. terms, conditions, covenants and restrictions as set forth in declaration recorded in Book 430 at Page 403; terms, conditions, restrictions and obligations as set forth in Condominium Declaration for Park Place (a condominium) recorded in Book 430 at Page 371; terms, conditions and restrictions imposed by I:ertificate and Articles of Incorporation for Park Place Condominium Association, Inc. recorded in Book 430 at Page 882, and the first amendment thereto recorded in Book455 at Page 309 and easements, restrictions and adjoining walls as shown on the map of Park Place (a condominium) recorded in Plat Book 13 at Page 75, and the first supplement thereto recorded in Plat Book 19 at Page 18 ; all of the i! foregoing being references to the real estate records of Iitkin County, Colorado., I, I and the above bargained premises in the quiet and peaceable possession of the slid party of the second part, its : successors and assigns, against all and every person or persons lawfully claiming or to claim the whole or any part thereof, the said party of the first part shall and will WARRANT AND FDREVER DEFEND. I IN WITNESS WHEREOF, The said part y of the first part ha s hereunto set its hand and :,cal the day and year first above written. I PARK PLACE DEVELOPMENT CO., a Partnership f Signed. Sealed and Delivered in Presence of I By:..IG'i.'.-=.f.�..... Y�'....................(SEAL) i I .... ...................................................... (SEAL ...............) II...............................................(SEAL) .............................. ............................................................ (SEAL) ..................................................... ........... I ......... ............ ( SEAL) STATE OF COLORADO, as. County of PITKIN I n II The foregoing instrument was acknowledged before me this T M day of 17&fW(06 19S3 by--PapAL. Q T , 1=JL&3:T "as et of PARK PLACE DEVELOPMENT CO., a Partnership. Sfy commission expires 3 1�. Witness my hand and official seal. II I1. ( _. H... .... .... ............... ..... ...._.....................__....................................ry Pu..... lire• t,....`r'"' `�' Address:S3.3 to �T— wx 456 PAGE 34 i� A it i. iI I� I� II �� it II I' ITOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise I: Iappertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all 1 the estate, right, title, interest, claim and demand whatsover of the said party of the first part, either in ; law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. I�! TO HAVE AND TO HOLD the said premises stove bargained and described, with the appu.tenances unto the said party of the second part, its successors and assigns forever. And the raid I it �� II part y of the first part, for it gel E , its heirs, executors and administrators, does covenant, grant, bargain and agree to and with the said party of the second part, its auccessors and assigns, that at the time of the ensealing and delivery of these presents it is well seized of the premises above conveyed, as of good, sure, perfect, absolute and Indefeasible estate of inheritance, in law, in fee simple, and has good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments and inoimbrances of whatever kind or nature soever. WAGNER PARK IlonTll 3 eJ u '^ E _? O c N ra co N v- LLI I— W c - J u I�q.if}1' sell COOPER STREET MALL 111111111tolivillil s•• water I iZAGI-I�.EL ' CC) LLECTIC) J GUIDO•S SWISS INN .phone gas Lv. elec .............................. ALLEY ...................................... ................................... ..�.............«, 'I �I : •�� �IVi PAnIUNG AnEn [� L-21 E� LLI Ci C3' ' BUS STATION Ji DURANT AVENUE. ABBREVIATIONS ABBREVIATIONS ABV. A.F.F. above above finished floor 65KT. G.G. gasket RV5. reverse (side) ACC. access general contractor REV. revision / revise AGC.FL. access floor &L. glass 6LBLK_ glass block R.H. ROA right hand right of way A.P. ACOUS. access panel acoustical GL.C.M.U. glazed conc. masonry unit R riser AC.PL. acoustical plaster 6L.S.T, 6.5. glazed structural tile bar RVT. rivet ACT acoustical tile 6RT. grab grout RD. RF.HCH. roof drain roof hatch AGRPL. acrylic plaster ADD. 6AB. gypsum wall board RF6. roofing ADR addendum adhesive 6YPC. gyperete bYP.PL, gypsum plaster RM. R.O. room rough opening ADJ. adjacent ADJJST. adjustable 6YP.T. --- gypsum tile R.B. rubber base A66. aggregate HDBD. --- hordboard RB.T. RBST. rubber tile rubble stone A/C air conditioning HDW. hardware ALT. alternate HDWD hardwood 5F.6L. safety glass ALUM. ANCH. aluminum anchor, ancorage HD.JT, HDR. head joint header SCHM. schedule ANOD, anodized HT6. heating SNT. 5T6. sealant seating APPROX. approximate HVAG heating/ventilation/ SCTN. section ARCH. AD, architect (ural) air conditioning 5HTH. sheathing ASB. area drain HVYD. heavy duty 5HT. sheet asbestos HT. height 5H.6L, sheet glass A5PH. A.T. asphalt asphalt tile HEX. HB. hexagonal SHO. shore / shoring AUTO. automatic HC. hose bibb hollow core SIM. SKYLT. similar skylight H.M. hollow metal 5L. sleeve 551"IT. BR6. basement bearing HORIZ. HR horizontal hour 5C, solid core B.PL. bearing plate H.D. heavy duty S.P. 5.TC. sound proof (ing) sound transmission BD.JT. bed joint HA.H, hot water heater coefficient BCH.MK. bench mark 5 south BTWN. BEV. between bevel (ed) INCIN. INCL. incinerator include (ing) 5PGR. 5PKR. spacer BITUM. bituminous ID, inside diameter SPEC. speaker specification (s) BLK. BLK6. block blocking INSUL. INT, insulate (ing) interior SQ. square BD. board INTERIM. intermediate 55TL. 5V. stainless steel standard 5.5. both sides INV. invert StA. station BA. both ways --- STL. steel BTM, bottom JCL. janitor closet STOR. storage BRK. BRZ. brick bronze JT. J.F. joint filler 5D. storm drain BLD6. building JST. joint joist 5TRU'GT. structure / structural B.U.R built up roofing 5.C.T. structural clay tile BBD. bullletin bd. KPL. kick plate SU5P. 5111M. suspended symmetrical CAB. cabinet KIT. K.O. kitchen knock out SYN. SYS. synthetic system CPT. carpet 05MT. casement LBL. label TKBD. tack board C.IP cast in place LAB laboratory TK5TR. tack strip CST. cast stone LAM. laminate TEL. telephone G.B. catch basin LAV. lavatory T.V. television GK. CLG. caulk (ing) ceiling L.H. LOTH. loft hand T.G. terra cotto GL6.HT. ceiling height LT. length light TZ. THK. terrazzo thick (ness) GEM. GM cement L.G. light control THR. threshold DER. centimeter LT.PF, lightproof T.PTN. toilet partition G.T. ceramic ceramic tile LTAT. LM5. light weight limestone T.PD15P. toilet paper dispenser G.M.T. ceramic mosaic tile LTL. lintel TOL. T46 tolerance tongue and groove CHBD. chalk board L.L. live load T.B. towel bar CRAM. chamfer (ed) L.PT, low point T.OZ_ top of column CHRO. CLR. chromium clear (once) LT.C.ONG. lightweight concrete T.O.CONG.top of concrete DLO. closet M.H. manhole TOF. T.O,J. top of footing top of joist COL. column MPR. manufacture er ( ) TRANS. transom COMB. combination MRB. marble T tread GOMPT. compartment. MA5. masonry TYP. typical COMPO, composition (composite) MO. masonry opening COMPR compress (ed) (ion) (ible) MATL. material U.S.C. Uniform Building Code CONC. G.M.U. concrete concrete masonry unit MAX. MECH. maximum mechanical U.C. undercut CONST, construction M.G. medicine cabinet UNPIN. UR. unfinished urinal CONTTN continuous MED. medium CENTR contract/contractor MBR. master bedroom V.JT. v-joint C.L.L. contract limit line MEMB. membrane V.B. vapor barrier C.JT. control joint MTL. metal VAR. varies CPR. copper M.F.D. metal floor decking VNR, veneer G.6. corner guard M.R.D. metal roof decking VER-t. vermiculite CORR. corrugated M.THR. metal threshold VERT. vertical CTR. G.FL. counter counter flashing M MM meter millimeter Vb. VIN. vertical grain vinyl CTR.5K. counter sunk MWK. millwork VINB. vinyl base GRS. CU.FT. course cubic foot MIN. MIR. minimum VIN.F, vinyl fabric CU.YD, cubic yard MISG, mirror miscellaneous VIN.T. vinyl tile VPR. - damper MOD. MLD6. modular moulding W5GT. W.TA. wainscot wall to wall DP. dompproofing MT. mount W.H. wall hung DL. dead load MTV. mounted W.G. water closet DEMOL. demolish MOV. move (able) W.PRFG. waterproofing DER depress (ed) MULL. mullion AREP. water repellent VTL. DIA6. detail diagonal NAT. natural W.S. WA.F. waterstop welded wire fabric DIAM. diameter NR noise reduction W west 0151R. dispenser N.R.G. noise reduction coefficient W, width / wide DIV. division NOM. nominal WDW, window DR. door NONMET. nonmetallic IN6L5. wire glass D.H. double hung N north W.M. wire mesh DN. down N.I.G. not in contract W/O without D5. downspout N.TS. not to scale WD. wood DIRK DRNBD. drain drain board 055. obscure WDB. W.PT. wood base working point D.T. drain tile O.G. on center PM. drawer OPAQ, opaque DWG, drawing OP6. opening D.F. drinking fountain 0114.J5T. open web joist DUN, dishwasher OPP. opposite OPP.H. opposite hand EAPA. each face OPP.S. opposite surface E east OD, outside diameter ELEG. electric (al) 19A. overall EP. electrical ponelboard O.H. overhead EA.G. electric water cooler EL. elevation PNT, paint ELEV. elevator PTD. painted EMER6. emergency PNL. panel ENCL. enclose (ure) PD. panic bar SYMBOLS USED AS ABBREVIATION5: EQ. equal P.TDI5P. paper towel dispenser EQUIP. equipment P.T.REC. paper towel receptacle ¢ cngle E5C. escalator PAR. parallel centerline EXCAV. excavate PKG. parking C channel EXH. exhaust PBD. particle board d 1 penny EXIST. existingPTN. partition perpendicular EXP. expansion PVMT. pavement PL plate EXT. exterior PERF. perforated � round PERIM. perimeter L angle FA. face of PLAS. plaster FBD. fiberboard PLAM. plastic laminate F.GLS. fiberglass PL. plate FIN. finish (ed) P.L.F. pounds per lineal foot FIN.FLR. finished floor PL.GL. plate glass FA. fire alarm PT. point FBRK. fire brick P.V.G. polyvinyl chloride F.E. fire extinguisher P.TCONC. post -tensioned concrete FEC. fire extinguisher cabinet P.GCONC, precast concrete F.HS. fire hose cabinet P.L.F. pounds per lineal foot F.PL. fireplace P.SF. pounds per square foot F.P. fireproof P.5.1. pounds per square inch F.RC fire-resistant coating PREFAB. prefabricated FRT. fire -retardant PREFIN. prefinished FL5H6. flashing P.S.GONC. prestressed concrete FLEX. flexible P.L. property line FLR. floor --- FLRC.O. floor clean out O.T. quarry tile F.D. floor drain FLRPL. floor plate RBBT. rabbet FLUOR. fluorescent BAD, radius FLR.JT. floor joint REF. reference/refer to FOUND. foundation RFL. reflect (ed) (ive) (or) FRG. framing REFR. refrigerator FRAIR fresh air RE6. register F.B.O. furnished by others REINF, reinforce (ed) FUR. furred (ing) R.G.P. reinforced concrete pipe FUT. future REM. remove - RES. resilient 6A. guage RET. return 6ALV. galvanized R.A. return air ARGH I TEGTURAL SYMBOLS PROJECT NORTH ARROW q(C�R, 461 .0' NEW OR REQUIRED POINT ELEVATIONS p tag EXI5TIN6 CONTOURS 9E ELEVATION NOTED ON HIGH SIDE jNEW CONTOURS ELEVATION NOTED ON HIGH SIDE TEST TB-T 50RINS FLOOR LEVEL _ - LEVEL LINE a 100'-O COLUMN GRID DE516NATION I BUILDING SECTION Ag REFERENCE DRAWIN6 NUMBER WALL SECTION OR ELEVATION j REFERENCE DRAWING NUMBER 7 DETAIL 1 REFERENCE DRAWING NUMBER 3 2 A5.3 INTERIOR ELEVATION REFERENCE DRAWING NUMBER 1 ODOOR NUMBER (IF MORE THAN ONE DOOR PER ROOM SUB LETTERS ARE USED) E WINDOW TYPE REV15ION ® REFERENCE OPLAN NOTE REFERENCE DASH AND DOT LINE FOR CENTER LINES, FLOOR LINES IN - - -. - - -- - - --- -- - EXTERIOR ELEVATIONS, PROJECTED LINES DASH AND DOUBLE DOT LINE FOR PROPERTY LINES, -- - - - - - - - - BOUNDARY LINES DOTTED LINE FOR HIDDEN LINES - - - - - - - - - - - - - - - - - - - - - - - - -- - (ABOVE ORBELOK BREAK LINE TO BREAK OFF -- U--- - PARTS OF DRAWINGS MATERIAL INDICATIONS MASONRY: F I REBR I GK FAGE BRIGK GERAMIG TILE CONCRETE: GONGRETE BLOCK CAST- I N-PLAGE and PREGAST LIGHTWEIGHT EARTHWORK: D STUBBED LE I -11 I-1 I I- UNDISTURBED STONE / GRAVEL °�a oo a o POROUS FILL INSULATION: BATT /BLANKET LOOSE FILL RIGID - FINISH MATERIALS: AGOU5TIG TILE GLASS - CAULK and SEALANTS. SEALANT W/BAGKER JOINT FILLER---- 5ETTING BEDS: 5AND/MORTAR/ PLASTER METAL: ALUMINUM STEEL - LARGE SCALESTEEL- JOIN (� SMALL SCALE WOOD: FINISH ROUGH FRAMING/ BLKG.-CONTINUOUS BLOCK I NG- D I5CONTI NUOUS PLYWOOD - LARGE 5GALE TEMPERED HARDBOARD PLASTE"AGKING BOARDS: SAND and CEMENT GROUT W/MTL. LAT GYPSUM WALL BOARD GLASS MESH MORTAR BOARD STONE: STONE VENEER MARBLE FLOOR COVERING: RESILIENT TILE 1� FLOORING CARPET GENERAL NOTES A. THE AIA DOCUMENT A201 'GENERAL CONDITIONS H. SHOP DRAWINGS SHALL BE SUBMITTED TO THE OF THE CONTRACT FOR CONSTRUCTION', LATEST ARGHITEGT FOR HIS OR HER REVIEW WHERE GALLED EDITION, ARE HEREBY MADE A PART OF THESE FOR ANYWHERE IN THESE DOGUMENT5. REVIEW SHALL CONTRACT DOCUMENTS, EXCEPT AS AMENDED HEREIN. BE MADE BY THE ARCHITECT BEFORE THE WORK COPIES ARE ON FILE AND ARE AVAILABLE FOR 15 BEGUN, AND WORK SHALL CONFORM TO THE INSPECTION AT THE OFFICE OF THE ARCHITECT. REVIEWED SHOP DRAWIN65, 5UBJEGT TO REPLACE- MENT AS REQUIRED FOR SAMPLES IN PAR. E., ABOVE. B. THE CONTRACT DOGUMENT5 CONSIST OF THE AGREEMENT, THE GENERAL NOTES, THE SPECIFICATION, I. THE BUILDING, INSPECTOR SHALL BE NOTIFIED BY AND THE DRAWINGS, WHICH ARE COOPERATIVE AND THE CONTRACTOR WHEN THERE 15 NEED OF CONTINUOU5. WORK INDICATED OR REASONABLY INSPECTION AS REQUIRED BY THE UNIFORM EUILDIN6 IMPLIED IN ANY ONE OF THE DOCUMENTS SHALL CODE OR BY ANY LOCAL CODE OR ORDINANCE. BE SUPPLIED AS THOUGH FULLY COVERED IN ALL. ANY DISCREPANCY BETWEEN THE DIFFERENT PARTS J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHOULD BE REPORTED TO THE ARCHITECT IMMEDIATELY, THE SAFETY AND CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, FOR COMPLIANCE WITH G. ALL WORK SHALL COMPLY WITH ALL STATE AND FEDERAL AND STATE 0.5.HA. RE6ULATION5, AND LOCAL CODES AND ORDINANCES, AND SHALL BE FOR THE PROTECTION OF ALL WORK UNTIL IT 15 PERFORMED TO THE HI6HE5T STANDARDS OF GRAFTS- DELIVERED COMPLETED TO THE OWNER. MAN5HIP BYJOURNEYMAN OF THE APPROPRIATE TRADES. K. ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER D. THESE DOGUMENT5 ARE INTENDED TO INCLUDE ALL SCALED 0I1"IEN51ON5. DIMEN51ON5 NOTED "N.TS." LABOR, MATERIALS, EQUIPMENT AND SERVICES DENOTES NOT TO SCALE. REQUIRED TO COMPLETE ALL WORK DESCRIBED HEREIN, IT 15 THE RESPONSIBILITY OF THE CONTRACTOR L. CONTRACTOR SHALL VERIFY AND COORDINATE ALL TO BRING TO THE ATTENTION OF THE ARCHITECT ANY OPENIN65 THROUGH FLOORS, CEILINGS, AND CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION WALL5 WITH ALL ARCHITECTURAL, STRUCTURAL, ACCORDING TO THE INTENTION5 OF THESE DOCUMENTS. MECHANICAL, PLUMBING, AND ELECTRICAL DRAAIN65. IT 15 THE RESPONSIBILITY OF THE ARCHITECT TO PROVIDE DETAILS AND/OR DIRECTIONS REGARDING M. CONTRACTOR WILL ASSUME RESPONSIBILITY FOR DE516N INTENT WHERE IT 15 ALTERED BY THE EXI5TIN6 ITEMS REQUIRING COORDINATION AND RESOLUTION j CONDITIONS OR WHERE NE6LEGTED IN THE DOGUMEN75. DURING THE BIDDING PROCESS. i E. ANY MATERIALS PROP05ED FOR SUBSTITUTION I N. VERIFY ALL SPADE DIMENSIONS AS SHOWN WITH THOSE SPECIFIED OR GALLED OUT BY TRADE NAME EXISTING JOB CONDITIONS BEFORE STARTING IN THESE DOG0MIENT5 SHALL BE PRESENTED TO THE i CONTRUGTION. ARCHITECT FOR REVIEW. THE CONTRACTOR SHALL SUBMIT SAMPLES WF-IEN REQUIRED BY THE ARCHITECT, O_ P4HERE NORK 15 INSTALLED OR EX15TING FINISHES AND ALL SUCH SAMPLES SHALL BE REVIEWED BY ARE D15TURBED, REFINISH SUCH AREAS TO MATCH THE ARCHITECT BEFORE THE WORK 15 PERFORMED. EXISTING. WORK MUST CONFORM TO THE REVIEWED SAMPLES. ANY WORK WHICH DOES NOT CONFORM SHALL BE P. CHECK AND VERIFY CONTRACT DOCUMENTS, FIELD REMOVED AND REPLACED WITH WORK WHICH CONDITIONS FOR ACCURACY, CONFIRMING THAT ALL CONFORMS AT THE CONTRACTORS EXPENSE. SUB- WORK 15 BUILDABLE AS SHOWN BEFORE PROGEDIN6 CONTRACTOR SHALL SUBMIT REQUESTS AND N17H CONSTRUCTION, IF THERE ARE ANY QUESTIONS SAMPLES FOR REVIEW THROUGH THE GENERAL RE6ARDIN6 THESE OR OTHER COORDINATION CONTRACTOR WHEN WORK 15 LET THROUGH HIM OR OUE5TION5, THE CONTRACTOR 15 RESPONSIBLE FOR HER. REQUIRED VERIFICATIONS AND SUBMITTALS OBTAINING CLARIFICATION WITH THE ARCHITECT TO BE MADE IN ADEQUATE TIME AS NOT TO DELAY BEFORE PROGEDIN6 WITH WORK OR RELATED WORK IN PRO&E55. WORK IN QUESTION. F. ALL REQUESTS FOR 51.651TUTION5 OF ITEMS 0. EACH MISCELLANEOUS ITEM OF CUTTING, PATCHING, SPECIFIED SHALL BE SUBMITTED IN WRITING OR FI7TIN6 15 NOT NECESSARILY INDIVIDUALLLY TO THE ARCHITECT AND WILL BE CONSIDERED ONLY DESCRIBED HEREIN. NO SPECIFIC DESCRIPTION OF IF BETTER SERVICE FACILITATES MORE ADVAN- CU77IN6, PATCHING, OR FITTING REQUIRED TO TA&EOU5 DELIVERY DATE, OR A LESSER PRICE WITH PROPERLY ACCOMODATE THE SCOPE OF WORK CREDIT TO THE CLIENT WILL BE PROVIDED WITHOUT SHALL RELIEVE THE CONTRACTOR FROM THE SACRIFICING QUALITY, APPEARANCE, AND/OR RESPONSIBILITY TO PERFORM 5L'G++ WORK AS FUNCTION, UNDER NO GIRGUM5TANCE WILL THE REQUIRED ARCHITECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR 15 NOT OF EQUAL R. ANY QUESTIONS REISARDIN6 THE INTENT OF THE QUALITY TO THE PRODUCT SPECIFIED. DRAWINGS OR SPECIFICATIONS ARE TO BE CLARIFIED PRODUCT SPECIFIED. WITH THE ARCHITECT BEFORE ORDERING MATERIALS OR PROGEDIN6 WITH THE WORK IN QUESTION OR 6.ALL WORK SHALL BE ERECTED PLUMB AND TRUE -TO- RELATED WORK. LINE IN ACCORDANCE WITH BEST PRACTICES OF THE TRADE AND MANUFACTURER'S RECOMMENDATIONS FOR 5. ALL ITEMS ARE NEW UNLE55 GALLED OUT AS THE PARTICULAR ITEM. 'EXISTING" STRUCTURAL NOTES 5E� SHEET` s-I PROJECT D I RECTORY CLIENT: MGDONALD'S CORP. ARCHITECT: CONTRACTOR: BILL P055 AND ASSOCIATES 605 EAST MAIN STREET ASPEN, GOLORADO 81611 Telephone: 303 L125 4755 Fax: 303 L120 21150 Project Architect: LES ROSENSTEIN DRAW I NG L I ST A.01 GENERAL INFORMATION A1.1 FLOOR PLANS 4 ELEVATIONS A1.2 SECTIONS d DETAILS ZONING DATA AN,ALYS I S I. PROJECT DE-56RIPTION: ADDITION OF HANDICAP ACCESSIBLE BATHROOM PROJECT LOCATION: 406 SOUTH MILL5 A5PEN, COLORADO 81611 2.LEGAL DE5CRIFMON: CONDOMINIUM UNIT 105, 203, 305 AND 306, PARK PLACE CONDOMINIUM5 3. ZONING CODE ANALY515: GoMMERCIAL GORE 4. FLOOR AREA: STRUGTURAL NOTES- CONTIWn:) 605 EAST MAIN STREET ASPEN. COLORADO 81611 TEL: (303) 925-4755 MGDONALi7'S ADD I TI ON Aff"Nan-iiiiii- A ►i PROJECT a 13a-00 DESCRIPTION GENERAL REFERENCE SHEET NO IL 0 01� © 91LL POSS d ASSOCIATES, P.C. 4 v I YNE5T MLEVATION 1/4+1 = I+-0u li 19r1N �(INGaw To ��iM� ti ---- - _ V �.XI `JT1 N6( F j USN 511pRr5 t m'j mASogf-y 13 rp-mol I VWAL ALVAET� E5(?IGK Frpfs I -LISP GONG. ��IGErW L FLoarz I I I i �p�� c�F �ISik;UGTloni ' I II t2 nodes 15TI rJ - f j I 1'La.NT�R. � coulJT�e. �I �I I I I � I EX1571 NG DEMOLITION FLAN le EXI�jT N!a fZCUl= 10 KlE'WA.I Q IyEW/ RIGk ���. f cnu�slNrq CON-ir� JGinf'j v:XJ - srn tyrr �(AI IZ / ro KE'vAIN It'l L1S� JLJKaNc-r COIJ�T'IZt.JGT I OH.j t'ATc_-1-I yi2lV� V4u = 11-01] �xI'IT Iq- r<l^);F' TC IC�..M.A.I N 5OU7H FLEVATION u HTL HRH. C:USER ALIyN t%AGe ^� -, `'� iucF� PL. g slrar.l N�vV o.7h RuGTIonT iH.inoW seeN+'�61 t �-.�- t 3 &„ �If W PaK! ,k GAG♦G 1 I . ro MATZO+ 6k1 sr. N EvJ TFiK��oM t i 5l aPF UP- FlXTUIZS /�OUN71y.D . +IM.fG��AFI I dl� •. Ac:C.s�:sSIUSI..p. +k�Tti. 1 b I Rei4 NEW r-LOOR FLAN r 11 vs 4 = I -c --- t�-EXI'JTlgI6T rX15TIr.IC7 WALL - I I Z f ` A2 I- 1JCISTINC� 'yT;4; rt �CI�fI t�C.1 MASc;� Y V,/ALL t4N ='1_ON 6ENERAL NOTES • &G. TO PROVIDE WALL BRACIN6 (BEHIND GYP. BDJ BEHIND ALL HALL MOUNTED FIXTURES. • MIRRORS ARE TO BE BRIGHT POLI5HED STAINLESS STEEL VV 14' SIDE RETURNS C47IGEALIN6 THE TEMPERED MA5ONITE BACKIN6, MOUNT MIRROR U51N6 CONGEALED WALL HANGER FOR THEFT RESISTANCE. 6.C. TO VERIFY 512E IN THE FIELD. • MOUNT NEW FIXTURES AND ACCESSORIES AT HANDICAPPED ACCESSIBLE HEIGHTS. (TYPICAL) DEMOLITION NOTES • DEMOLISH EXI5TIN6 ITEMS, FEATURES OR SYSTEMS INDICATED TO BE REMOVED INCLUDING BUT NOT LIMITED TO HIDDEN OR 516HT-EXP05ED, RELATED ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL SY5TEM(5) WHICH INTERFERE WITH WORK. • DEMOLISH EXISTING WALL5 INDICATED TO BE REMOVED INCLUDING BUT NOT LIMITED TO DOORS, WINDOWS, FRAMES, CABINETS, ACCESSORIES AND OTHER APPURTENANCES ATTACHED THERETO WHETHER SPECIFICALLY INDICATED IN CONTRACT DOCUMENTS OR NOT. REMOVE WALLS VERTICALLY FROM FIN15H FLOOR OR 5UBFLOOR TO REMAIN TO UNDERSIDE OF STRIJCTURE ABOVE TO REMAIN (OR TOP OF WALL IF NOT FULL HEIGHT). REMOVE WALL5 HORIZONTALLY FROM FIN15H OR ROUGH 5URFACE(5) TO FINISH OR ROUGH SURFACE(5) OF WALLS) AND/OR 0OLUMN(5) TO REMAIN. • CAREFULLY REMOVE ITEMS OF 5ALVA&EABLE VALUE AS DETERMINED BY THE OWNER AND STORE AS DIRECTED BY THE ARCHITECT AND/OR OWNER. REPAIR 11EM5 TO BE REUSED AS NECESSARY TO MAKE THEM FULLY OPERATIONAL. PROVIDE NEW FIN15H(ES) AS APPLICABLE. • CAREFULLY PATCH AND REPAIR EXI5TIN6 TO REMAIN C-ILIN65 DISTURBED BY WORK IN AD.IACENT SPACES, OR NEW WORK. • REPAIR ANY DISTURBED MATERIALS, WHICH ARE TO REMAIN, TO MATCH EXISTING. l.1/u�l1��Q�'d�OiaMKN1�- 605 EAST MAIN STREET ASPEN, COLORADO 81611 TEL, (303) 925-4755 MGDONALD'S ADDITION PROJECT 4113cf-00 DESCRIPTION FLOOR PLANS d ELEVATIONS 51-ALE: 1/4'=1'-0' SHEET NO. 4L I 4 'ty- �� - ro m -rczz (-I 4'WA-rF F_ Hew --- DETAIL I rl,,r FJ LI rj6q %'WATEr' rMyf-'UM oxi-,r) 40 B�C710N A Ron DETAIL :2 0 VFWA�! �4 co" rto'rr ]J-'dL. 4w. MAR_; ' 5xi',r!kkA --rL-oP- 4 6_-Ockl,N� As K'r_-Q I MA-)cNk�' ;�Aml rWoop kr-r-FAQ L DETAIL B r_141U i�5d LAT ION vil IJ PYw/ F_X I 15T i fI 4-w -ro ml"Tc-H r-AI6-r t 4411 605 EAST MAIN STREET ASPEN, COLORADO 81611 TEL. (303) 925-4755 McDONALDS ADDITION PROJECT L1131ci-00 DESCRIPTION SECTIONS 4 PETALS SCALE AS NOTED SHEET NO .e v I+.t(c r Ci I U D,c fit Lct:T! Vy'i` VL W` Z c� j�Gf�� ;i �u _kE5 '_.— cv►,lr ` �4'&''O L. Df lY1, 11 P��-- �, sE AWN g"a:ram Pt�tli,`�F� �t S-a2I i 0•c. I i1 ,ws 'o �— •' - `.�L� PLAID iZ , Exr�.a-.F�!`v. � 11.I'D•G Cur-�'E�:�) _ Y � 4 �L•G i?L t >I X�H `r EWU-) Fw ' ►Jrr�: Z-k!� Corl; C�T:rL �kl�TCo GOr.1�li1C�i7 � (l.?'hl WALL_ ✓i��":f FLc(iF N(� , � (.a.JEK �UppF�r"gprtc- rU rN` � OFy C n�. e; � x P�M FUr�LE y L7" _j S�Lx Gnl P.�P�vi"L'� IZ �M �� lh1 �1lvM I PF-w 4, T1 C!W>lL ciA3 W� oX(a- Vr� rX K- n Wit' 14„ I' t," rT(r --- Lr'U7Gk I ' IF No I FX htT. r�F �ttDl7low) SI a4 EWI-1 oc-e* Tb VEZ I F T Ar�zczuNi� ��IrJC� �-PauT`f - tL G'r >✓X'SY_ OVE�•T�tla So IL�� T.1JAli. Ih d'' 13E{Ata or 4ih 5 GENERAL NOTES "V�a'ONALD5 ADDITION MAY19,1992 A f IG"7 icy 1O_r. _.. 1 FLOQF LIVE ! OAD +rn PSF 2 SNOW E—PSF B DF5IC�DF- 1. UNIFORM BUILDING CODE (1988) 3 AISC STEEL CON5TRUCTION MANUAL r8cn E:: 2 ACI BUILDING CODE (ACI 315-89) C EO )N ATION BUILDING FOOTINGS HAVE BEEN DESIGNED USING AN ASSUMED MAXIMUM ALLO+vAB :. BEARING PRESSURE OF 2000 PSF• PACED ON UNDISTURBED 501L SOILS ARE ASS I BE UNIFORM AND NON -EXPANSIVE THE OWNER SHALL RET A,IN A SOILS ENGINEER 0 THE BEARING SOILS EXPOSED DURING EXCAVATION TO VERIFY ASSUMPTIONS AND TO WRITTEN REPORT Pp FOOTIW S SHALL BE POURED UNTIL A VERBAL SUMMARY HAS BEEN'- TO THE STRUCTURAL ENGINEER BY THE SOILS ENGINEER THE SOILS ENGINEER SHAL BE CONSULTED BY THE OWNER IN REGARDS TO POSSIBLE FOUNDATION DRAI`: REQUIREMENTS. AND ANY ADDITIONAL CONSTRUCTION REQUIREMENTS AFFECTED BY SOILS :F CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRKTED IN ACCORDANCE WITH T, AMERICAN CONCRETE NST!TUTE BUiLD,NG CODE (AG 315 39) ALL CONCRETE Sr ALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 P5I IN 28 DAYS. EXCEPT EXTERIOR SLABS WHIC SHALL HAVE A M!MMUM COMPRESSIVE STRENGTH OF 3500 PSI IN 28 DAYS MECHANICALL VIBRATE ALL CONCRETE WHEN PLACED EXCEPT SLABS ON GRADE ALL SLABS ON GRADE SHA'- HAVE CONTROL JOINTS (KEYED OR SAW CUT) AT MAX 20 FEET OC EACH WAY UNLESS HO'r,' OTHERW15E ON PLAN REINFORCING BARS SHALL BE AST- ,A615 - GRADE AO NO SPLIC RE!N'FORCING SHALL BE MADE AND NO WELDING OF REINFORCING SHALL BE PFRVIITTED E{ AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER LAP SPLICES. V, PERMITTED. SHALL BE A. MINIMUM OF 36 BAR DIAMETERS PROVIDE CORNER BARS OF E SIZE AND SPACING AROUND ALL CORNERS PROVIDE 2 - 15 BARS WITH A O` PROJECTION BEYOND THE SIDES OF ALL OPENINGS IN WALLS, BEAMS AND SLABS PROVIC ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS EHOWrJ cy -HF WELDED WIRE FABRIC SHALL CONFORM TO ASTM A'85 LA^ WIRE FAB,R: FULL MESH PI_U5 T EIDE5 AND E'05 AND WIRE `OGE'�' R E STEY ALL STEEL SHALL CONFORM TO ASTM A36 EXCEFT TUBE . UMN5'WHI1 c°+,+ AST A500 (GRADE B) LATEST EDITION PIPE SHAPES 51, CONFORb1 B) ALL SHOP CONNECTIONS SHALL BE WELDED PF VNECTIONS FRAMED BEAM CONNECTIONS WITH MAXIMUM NUMB "-'A A325 3!4 IA EZ B0 P'T BEAM IN SINGLE ROW AND 5HA_L CONFORM T S -1325N UNLESS 0 H. RWI5E IK - ANCHOR BOLTS SHA;,. CONFORM ?O ASTM A30 5� URAL STEE- 5HA BE DF FABRICATE? AND ERd'ED IN ACCORDANCE WITH L 'rFS ::OVISI:ONS OF THE A15C MAN." STEEL CONSTRJCTI AND RISC CODE OF STANDAZ9 P2A;-TICE SHOP DRAW;11.5 SHP SUBMITTED TO TH RCHITFC` OR ENGINEER FOt KErrEW PRIOR TO FABRICATION - DRAWINGS 5HA L A!L EACH BEAM. APPLICABLE CLNJgRIONS. LAYOUT AND BRACW WELDERS MEE, P� HE REQUIREMENTS OF THE PWS STANDARD QUALIFICA !CN PRCCE ' CCMPL WITH AWS D' Si RUCTURA._ WELDING COD FS ME '',.L STEEL WI H APP �;yrD c 'OUCH Ur PAINT AT E.POSEPDOLTaWFIPS.AND PRA SHOP PAINT ARE GROUT FOR BEAR G PLATES SHAL_ BF 5HiR!NA eE5:STA`f EMBECC EXPANSION BQL S ,-TALL BE 'WED IT. 'RED HEA KWIKBOLT'. CR APPROVE - INSTALLED 114 ACCORDAICE WITH THE VIANUFACTURER'5 REQUIREMENTS ALL 'MENSO4 .)''+ STRUCTURAL DRAWINGS SHALL ET - - ARCHTE iUR,'L AID DIS,REPANCIES SHALL BE BROUGHT ARCHITECT THE ARCHITECT MU5T AUTHORIZE ALL SUBSTITUTIONS SUCH AUTHORIZA-'C.'1 REIJEVF THE CONTRACTOR FROM CONFORMANCE WITH THE DRAWINGS AND SFE_ =-'?- H DO NOT BACKFLL AGAINST VAI L5 UN' L FLOOR SYSTEM BRACING TH35E PLACE :•�._�_ .. I THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FIN!= STRUCTURE THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION THE CONTRACTOR c- PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCT. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE 51TE BY THE STRUCT,. ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL THE STRUCT, - ENGINEER BE RE5PONSIBLE FOR THE CONTRACTOR'S MEANS. METHODS. TECHNIC.: SEQUENCES FOR PROCEDURE OF CONSTRUCTION OR THE SAFETY PRECAUTIONS AND PROGRAMS iNCiDENT THERETO 92533/SN 605 EAST MAIN STREET ASPEN. COLORADO 81611 TEL: (303) 925-4755 Mc,V0NAL1:)'5 ADDITION PROJECT C113cl-00 DESCRIPTION STRUCTURAL PLAN5 $ DETAIL5 5GALE AS NOTED SHEET NO 2 o 1�