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HomeMy WebLinkAboutLand Use Case.HP.311 W Main St.0038.2007.AHPCAspen Mountain Lodge – Location Map Not to Scale ASPEN MOUNTAIN LODGE Aspen Mountain Lodge – Main Street Elevation in Context Not to Scale October 23,2007 Existing Main Street Façade Context - Neighboring Buildings to West CITY OF ASPEN PRE-APPLICATION CONFERENCE SUMMARY PLANNER: Sara Adams, 429-2778 DATE: 08.10.06 PROJECT: Aspen Mountain Lodge, 311 West Main Street REPRESENTATIVE: Kelleigh Condon Reno Smith Architects Tel: 925.5968 x.13 DESCRIPTION: Minor Development application. The applicant is proposing the following: an exterior face lift including new windows, a new door, and exterior materials; remodeling the pool area including a new fence, demolition of a small building, and construction of a new small building; and eliminating the roof that cars drive underneath to enter the parking area. The property is a non-contributing resource within the Main Street Historic District and is subject to review under the Historic Preservation Design Guidelines (© April 2000) and the Commercial Design Review Standards. There is a possibility, if feasible with existing conditions, that the City will request the removal of the curb cut along Main Street. Relevant Land Use Code Section(s): 26.412 Commercial Design Review 26.415.070.C Historic Preservation Minor Development 26.710.180 Mixed Use Zone District 26.710.320 Lodge Preservation Overlay Zone District Review by: Staff for completeness, HPC for compliance with review criteria. The HPC review will be a public hearing. For all public hearings, the Community Development Department is responsible for publishing the legal notice in the newspaper. The Applicant is responsible for posting the property and for the mailing of legal notices, at least 15 days prior to the hearing, to property owners within 300 feet of the subject property. The GIS department can provide this list on mailing labels for a fee. The applicants are responsible for filing an affidavit of mailing and posting with the Community Development Department 15 days prior to the public hearing. (Applicants-make a copy of your mailing labels before using to submit with your affidavit.) Referral Agencies: None. Planning Fees: Deposit $675 for the first three hours of billing. Additional time will be billed at the rate of $220 per hour. Referral Agency Fees: None. Total Deposit: $675 To apply, submit the following information:  Proof of ownership with payment.  Signed fee agreement.  Applicant’s name, address and telephone number in a letter signed by the applicant which states the name, address and telephone number of the representative authorized to act on behalf of the applicant.  Street address and legal description of the parcel on which development is proposed to occur, consisting of a current certificate from a title insurance company, or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner’s right to apply for the Development Application.  Total deposit for review of the application.  8 Copies of the complete application packet and maps.  An 8 1/2” by 11” vicinity map locating the parcel within the City of Aspen.  Site improvement survey including topography and vegetation showing the current status, including all easements and vacated rights of way, of the parcel certified by a registered land surveyor, licensed in the state of Colorado. (This requirement, or any part thereof, may be waived by the Community Development Department if the project is determined not to warrant a survey document.)  A written description of the proposal and an explanation in written, graphic, or model form of how the proposed development complies with the review standards relevant to the development application. Please include existing conditions as well as proposed. List of adjacent property owners within 300’ for public hearing  Copies of prior approvals.  Applications shall be provided in paper format (number of copies noted above) as well as the text only on either of the following digital formats. Compact Disk (CD)-preferred, Zip Disk or Floppy Disk. Microsoft Word format is preferred. Text format easily convertible to Word is acceptable.  Applicants are advised that building plans will be required to meet the International Building Code as adopted by the City of Aspen, the Federal Fair Housing Act, and CRS 9.5.112. Please make sure that your application submittal addresses these building-related and accessibility regulations. You may contact the Building Department at 920-5090 for additional information. Disclaimer: The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The summary does not create a legal or vested right. Aspen Mountain Lodge Written Description This is a Minor Development to the Aspen Mountain Lodge, which is located at 311 West Main Street in the Main Street Historic District. The development consists of a renovation of the existing main street (north) façade, renovation of the pool, and maintenance to the remaining building facades and the existing pool area fence. This building has already undergone preliminary historic review, and it was determined that it does not have historic significance. Main Street Façade The Main Street façade will be renovated to update the appearance of the building and to allow it to fit in better with the character of the surrounding neighborhood. Currently, the wood portions of the façade are solid, with no fenestration or details. To break up the scale of these large blank walls, we have proposed the addition of wood and copper detailing across the top of the wall as shown on the drawings. This detailing reduces the visual impact of the blank walls, creates interest for the pedestrian, and is more compatible with changes in materiality and texture typical in surrounding buildings. A new entry awning has also been designed, in order to break up the stone portion of the façade and help to define the entry. The existing industrial style lighting has been replaced with more traditional light fixtures so that at night, there is more visual continuity with the traditional buildings in the surrounding area. South, East, and West Façades Normal maintenance will be performed on the wood portions of these façades, including painting wood portions to match the new main street façade. Pool Area The existing fence around the pool area is to remain, with only normal maintenance to the wood portion of the fence. The paint color will be changed to match the new paint color on the building. Renovations to the area within the fence will include a new hot tub with handicap access to replace the existing pool, new planting beds and stamped concrete walking surface, and a fountain placed against the inside side of the fence to mask traffic noise. The established trees on the pool side of the fence are to remain. Aspen Mountain Lodge Exterior Lighting Brass Light – European Country Lantern 50 Watt Max “Architectural Bronze” Finish “Meadow Glass” Glazing Wall mounted with stem Wall Mounted Located on trim at parapet Located on center stone portion of on North façade North facade Quantity: 8 Quantity: 4 ABBREVIATIONS SYMBOLS used as abbreviations & AND AS101 ANGLE @ AT C.L. CENTERLINE A200 CHANNEL A201 DEGREE, MINUTE, SECOND A202 FOOT, INCH # NUMBER A801 PERPENDICULAR PL. PLATE ,E ORO ROUND OR DIAMETER ABBREVIATIONS 2) WARRANTIES: A.F.F ABOVE FINISHED FLOOR A.P ACCESS PANEL ADJ ADJACENT ADJT ADJUSTABLE AGG AGGREGATE A/C AIR CONDITIONING ALT ALTERNATE ALUM ALUMINUM AB ANCHORBOLT ANOD ANODIZED APPROX APPROXIMATE ARCH ARCHITECT PLAN A.D AREA DRAIN ASPH ASPHALT AUTO AUTOMATIC BSMT BASEMENT BM BEAM BRG BEARING B.PL BEARING PLATE,BASE PLATE B.M BENCH MARK BET BETWEEN BVL BEVELED BIT BITUMINOUS BLK BLOCK BLKG BLOCKING BD BOARD B.S BOTH SIDES BOT BOTTOM B.O BOTTOM OF B.O. W BOTTOM OF WALL BLDG BUILDING B.U.R BUILT UP ROOFING CAB CABINET CPT CARPET(ED) CSMT CASEMENT C.I CAST IRON CB CATCH BASIN CK CAULK CLG CEILING CLG.HT CEILING HEIGHT CEM CEMENT CTR CENTER C.T CERAMIC TILE CLR CLEAR (ANCE) CLO CLOSET C.O CLEAN OUT COL COLUMN CONC CONCRETE (CAST -IN-PLACE) C.M.0 CONCRETE MASONRY UNIT CONN CONNECTION CONST CONSTRUCTION CONST.JT CONSTRUCTION JOINT CONT CONTINUOUS OR CONTINUE COORD COORDINATE C.JT CONTROL JOINT CPR COPPER CORR CORRIDOR C.W COLD WATER CYL COUNTER FLASHING D DEEP,DEPTH DEG DEGREE DEP DEPRESSED DTL DETAIL DIAG DIAGONAL DIA DIAMETER DIF DIFFUSER DIM DIMENSION DR DOOR DBL DOUBLE DWR DRAWER DWG DRAWING E.W EACHWAY E EAST ELEC ELECTRICAL EL ELEVATION ELEV ELEVATOR EMER EMERGENCY ENC ENCLOSE (URE) FQ EQUAL EQUIP EQUIPMENT EXH EXHAUST EXIST EXISTING EB EXPANSION BOLT EXP.JT EXPANSION JOINT EXP EXPOSED EXT EXTERIOR RDFLOOR DRAIN F.O.0 FACE OF CONCRETE ED.S FACE OF STUDS FAS FASTEN,FASTENER FGL FIBERGLASS FIN FINISH (ED) RE FIRE EXTINGUISHER RE.0 FIRE EXTINGUISHER CABINET EMS FIRE HOSE STATION FP FIREPROOFING FPL FIREPLACE ERS.0 FIRE -PROOF SELF-CLOSING RR FIRE RESISTANT FLG FLASHING FLR FLOOR (ING) FD FLOOR DRAIN FLUOR FLUORESCENT FT FOOT FTG FOOTING FND FOUNDATION F.A:I FRESH AIR INTAKE ES FULL SIZE FURR FURRED (ING) GA GAGE GAUGE GAIN GALVANIZED GL GLASS,GLAZING GL.BLK GLASS BLOCK GR GRADE GRADING GYP GYPSUM G.W.B GYPSUM WALL BOARD HDW HARDWARE HDWD HARDWOOD HDR HEADER HTGHEATING H.V.A.0 HEATING/VENTI,ATION/AIRCOND. H.D HEAVY DUTY HT HEIGHT HHIGH H.P HIGH POINT H.0 HOLLOW CORE H.M HOLLOW METAL HORIZ HORIZONTAL H.B HOSE BIBB H.W HOT WATER H.WH HOT WATER HEATER HR HOUR HYD HYDRANT IN INCH INCL INCLUDE (D),(ING) LD INSIDE DIAMETER INSUL INSULATE (D),(ION ) INT INTERIOR rNV INVERT JT JOINT JST JOIST KIT KITCHEN K.O KNOCK OUT LBL LABEL LAD LADDER LB LAB BOLT LAM LAMINATE LAV LAVATORY L:H LEFT HAND L LENGTH LT LIGHT LT.WT LIGHTWEIGHT LIN LINEAR LTL LINTEL LVR LOUVER L.P LOW POINT MH MAN -HOLE MFR MANUFACTURER (ER) MAS MANSONRY M.O MASONRY OPENING MATL MATERIAL (S) MAX MAXIMUM MECH MECHANIC (AL) MED MEDIUM MEMB MEMBRANE MET METAL MEZZ MEZZANINE MIN MINIMUM,MINUTE MIR MIRROR MISC MISCELLANEOUS MLD MOLDINGMOULDING MT MOUNT (ED),(ING) MOV MOVABLE MULL MULLION NAT NATURAL NOM NOMINAL N NORTH N.LC NOT IN CONTRACT N.T.S NOT TO SCALE NO NUMBER OFF OFFICE O.0 ON CENTER (S) OPG OPENING OPP OPPOSITE 0 OUTSIDE DIAMETER 0 OVERALL O.H OVERHANG P.C.F POUNDS PER CUBIC FOOT P.L,F POUNDS PER LINEAL FOOT P.S.F POUNDS PER SQUARE FOOT P.S.I POUNDS PER SQUARE INCH FL PROPERTY LINE PTD PAINT (ED) PNL PANEL P.BD PARTICLE BOARD PTN PARTITION PVMT PAVEMENT PERI PERIMETER PERF PERFORATE (D) PLAS PLASTER RLAM PLASTIC LAMINATE PL PLATE PL.GL PLATE GLASS PLMB PLUMBING PWD PLYWOOD PT POINT PVC POLYVINYL CHLORIDE QT QUARRY TILE RAD RADIUS RECP RECEPTACLE RDWD REDWOOD REF REFERENCE REFR REFRIGATOR REG REGISTER REINF REINFORCED (D),(ING) R.C.P REINFORCED CONCRETE PIPE REQD REQUIRED RESIL RESILIENT RET RETURN R.A RETURN AIR REV REVISION (S),REVISED R.H RIGHT HAND R.O.W RIGHT OF WAY R RISERRM, ROOM RD ROOF DRAIN R.O ROUGH OPENING SEC SECTION SHT SHEET SIM SIMILAR S.0 SOLID CORE S.P SOUNDPROOF S SOUTH SPK SPEAKER SPEC SPECIFICATION (S) SQ SQUARE SQXT SQUARE FEET S.Y SQUAREYARD S.S STAINLESS STEEL STD STANDARD STL STEEL STOR STORAGE S.D STORM DRAIN STRUCT STRUCTURAL STDS STUDS SUSP SUSPENDED SYM SYMMETRY (ICAL) SYS SYSTEM TEL TELEPHONE TV TELEVISION TEMP TEMPERED THK THICK (NESS) THRES THRESHOLD T&G TONGUEANDGROOVE T.OTOP OF T.O.B TOP OF BEAM T.O.0 TOP OF CONCRETE T.O.S TOP OF SLAB T.O.STL TOP OF STEEL T.O:W TOP OF WALL T TREAD TYP TYPICAL UNF UNFINISHED U.N.O UNLESS NOTED OTHERWISE VB VAPOR BARRIER VNR VENEER VERT VERTICLE VI.F VERIFY IN FIELD VG VERTICAL GRAIN VEST VESTIBULE V VINYL. VC.T VINYL COMPOSITION TILE WT.W WALL TO WALL WC WATER CLOSET WP WATERPROOFING WR WATER REPELLENT WS WEATHERSTRIPPING WT WEIGHT WWF WELDED WIRE FABRIC W WEST,WIDE,WIDTH W/ WITH WDW WINDOW WD WOOD WP WORKING POINT SYMBOLS 8 MATERIAL LEGEND SECTION NO.---," BUILDING SECTION A 5YM50L GUT A4.1 SHEET NO.� SECTION NO.� WALL SECTION 1 SYMBOL GUT A5.1 SHEET NO.� DETAIL NO.� DETAIL GUT 5 SHEET NO. � U 4 DETAIL GUT 5. 51M. EXTERIOR ELEVATION 1 A3.1 ENTRY ROOM NUMBER 100 DOOR MARK 0 REFERENCE GRID LINE C - — SPOT ELEVATION T.O. PY4P. 111111 100'-0" DRAWING REVISION CDA 1 INTERIOR ELEVATION 4 1 2 X. 3 WINDOW MARK O1 WALL TYPE MARK SECTION PLAN a CONCRETE a' a ' e CONCRETE MASONRY STONE FRAME WALL H H TILE GLAZING STEEL ALUMINUM OR SHEET METAL L—J BATT INSULATION GYP. YVALL BOARD/ STUCCO/ PLASTER SECTION SOIL/ COMPACTED FILL — — ROCK/ NON -COMPACTED FILL q� SAND FINISHED WOOD ROUGH FRAMING OR ROU614 5AWN TRIM WOOD BLOCKING 6LU-LAM WOOD PARTICLE BD. OR WOOD FIBER BD. RI&D INSULATION ACOUSTIC CEILING CARPET Illlllllllllllllllllllllllll PLYYVOOD DIRECTORY OWNER BOB MORRIS ASPEN GROUP 600 EAST HOPKINS ASPEN, COLORADO 81611 TEL: 970-925-1250 FAX: 970-925-6943 ARCHITECT RENO SMITH ARCHITECTS 605 EAST MAIN STREET SUITE #002 ASPEN, COLORADO 81611 PROJECT MGR: KELLEIGH CONDON TEL: 970-927-6840 FAX: 970-925-5993 E-MAIL: kelleigh@renosmith.com CONTRACTOR CYR AND COMPANY BARRET CYR PO BOX 9064 ASPEN, COLORADO 81612 TEL: 970-544-0218 FAX: 970-544-0210 EMAIL:barrett@cyrandcompany.com SURVEYOR ALPINE SURVEYS JIM RESER 1101 VILLAGE ROAD UL4C CARBONDALE, COLORADO 81623 TEL: 970-925-2688 FAX:970-963-1853 LIST OF DRAWINGS G001 COVER AS100 SITE PLANS AS101 -Survey Plan AS102 -Proposed Site Plan AS103 -Hot Tub Plan A200 BUILDING ELEVATIONS A201 -Main Street Elevation & Hot Tub Elevations A202 -Building Elevations A800 DETAILS A801 -Wall Sections & Details S1.0 STRUCTURAL S1,1 - Details and General Notes GENERAL NOTES: SUPPLEMENTARY CONDITIONS: I WHICH - CAREFULLY EXAMINE THE SITE UPON AND SUB CONTRA CTORS SHALL VISIT AND CA 1 EXAMINATION OF THE SITE/BUILDING. THE GENERAL CONTRACTOR A THE WORK IS TO BE PERFORMED. HE SHALL FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS TO THE EXTENT THAT HE WILL FULLY UNDERSTAND THE 1 COMPLEMENTARY. ) A. THE DRAWINGS ARE INTENDED TO BE COMPLIMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE AS REQUIRED BY THE OTHER. NATURE AND SCOPE OF WORK COVERED BY THE DRAWINGS WITH THE FACILITIES, DIFFICULTIES, AND RESTRICTIONS ATTENDING THE EXECUTION OF THE DESCRIBED IN ONE PLACE N THE DRAWINGS B. APPLICABILITY OF SIMILAR CONDITIONS LIKEWISE, IF A DETAIL OR CONDITIONOR R ASSEMBLY IS SC O C O WORK INVOLVED. AND NOT NOTED IN A SIMILAR PLACE, IT MAY BE ASSUMED THAT THE DETAIL OR CONDIi !ON OR ASSEMBLY IS ALSO INTENDED FOR THE SIMILAR PLACE, UNLESS NOTED TO THE CONTRARY. 2) THE CONTRACTOR SHALL KEEP PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS AND DEBRIS. --HE EXISTING PREMISES WILL REMAIN C. CONFLICTING REQUIREMENTS WHERE CONFLICTING REQUIREMENTS OR DETAILS OR ASSEMBLIES SEEM TO BE INDICATED, THEN THE OCCUPIED DURING THE WORK AND SHALL BE PHYSICALLY SEPARATED FROM THE AREAS OF NEW WORK. THE WORK SCHEDULE STAGING AND OTHER HIGHEST, BEST OR MOST RESTRICTIVE SHALL APPLY. CONSULT WITH THE ARCHITECT FOR INTERPRETATIONS OF SUCH CONFLICTS. LOGISTICS SHALL BE COORDINATED WITH THE OWNER PRIOR TO COMMENCING. THE CONTRACTOR SHALL PROVIDE FOR THE OWNER'S CONTINUING USE OF D. OMISSIONS IF A COMPONENT OR PROCEDURE IS OBVIOUSLY NEEDED TO COMPLETE A DETAIL OR CONDITION OR ASSEMBLE IN ORDER TO THE FACILITY DURING CONSTRUCTION. RENDER IT OPERATONAL, SAFE, WEATHER -WORTHY, AND COMPLETE FOR THE PURPOSE TO WHICH IT IS NTENDED, THEN SUCH COMPONENT SHALL BE DEEMED TO BE REQUIRED BY THESE SPECIFICATIONS. 3) COORDINATE LOCATION OF CONCEALED UTILITIES PRIOR TO STARTING WORK. � z Qo �o 2) WARRANTIES: 4) THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, AIA DOCUMENT A201, FOURTEENTH EDITION, 1997, SHALL BE CONSIDERED PART OF A. STANDARD PRODUCT WARRANTIES ARE PRE-PRINTED WRITTEN WARRANTIES PUBLISHED BY INDIVIDUAL MANUFATCURERS FOR PARTICULAR THESE NOTES AND AS AN INTEGRAL PART OF THESE DOCUMENTS (DELETE ALL REFERENCES TO ARBITRATION). COPIES ARE AVAILABLE UPON REQUEST PRODUCTS AND ARE SPECIFICALLY ENDORSED BY THE MANUFACTURER TO THE OWNER. FROM THE ARCHITECT. B. SPECIAL WARRANTIES ARE WRITTEN WARRANTIES REQUIRED BY OR INCORPORATED IN CONTRACT DOCUMENTS EXTEND TIME LIMITS PROVEDED BY STANDARD WARRANTIES OR TO PROVIDE GREATER RIGHTS FOR TH OWNER. 5) PERMITS, LICENSES, LAWS, AND REGULATIONS, IT IS INTENDED THAT ALL WORK SHALL CONFORM TO LOCAL GOVERNING BUILDING REGULATIONS AND C. A MINIMUM ONE-YEAR WARRANTY ON ALL CONSTRUCTION COMPONENTS AND INSTALLATION SHALL BE PROVIDED (FROM THE TIME OF CODES. THE BUILDING PERMITS WILL BE OBTAINED BY THE GENERAL CONTRACTOR. SUBSTANTIAL COMPLETION). 6) APPLICABLE CODES SHALL BE: CHANGE ORDER PROCEDURE INTERNATIONAL RESIDENTIAL CODE 2003 EDITION NATIONAL ELECTRIC CODE 1) MAKE SUCH CHANGES IN THE WORK, IN THE CONTRACT SUM, IN THE CONTRACT TIME OF COMPLETION, OR ANY COMBINATION THEREOF, AS COLORADO STATE PLUMBING CODE DESCRIBED IN THE CHANGE ORDERS SIGNED BY THE OWNER AND THE CONTRACTOR. COLORADO OCCUPATIONAL SAFETY & HEALTH ACT. 2) PROCESSING CHANGE ORDERS 7 GENERAL SCOPE OF WORK: UNLESS OTHERWISE STIPULATED HEREINAFTER, THE WORK TO BE PERFORMED UNDER THE CONSTRUCTION CONTRACT A. CHANGE ORDERS WILL BE NUMBERED IN SEQUENCE AND DATED. THE CHANGE ORDER WILL DESCRIBE THE CHANGES, CHANGES IN SHALL CONSIST OF FURNISHING ALL MATERIALS, EQUIPMENT, SUPPLIES, LABOR, AND TRANSPORTATION AND PERFORMING ALL WORK AS REQUIRED TO THE CONTRACT SUM, CHANGES IN THE CONTRACT TIME OF COMPLETION AND WILL BE SIGNED BY THE OWNER AND THE CONTRACTOR. REQUEST FOR STRICTLY CONFORM TO THE PROVISIONS OF THE DRAWINGS. ALL OF WHICH ARE MADE A PART THEREOF WITH SUCH DETAIL DRAWINGS AS MAY BE ESTIMATES FOR POSSIBLE CHANGES ARE NOT TO BE CONSIDERED CHANGE ORDERS OR DIRECTION TO PROCEED WITH THE PROPOSED CHANGES. FURNISHED BY THE ARCHITECT FROM TIME TO TIME DURING EXECUTION OF THE WORK IN AMPLIFICATION OF SAID DRAWINGS AND SPECIFICATIONS WHICH DO NOT ALTER THE SCOPE OR SCHEDULE OF THE WORK. SCHEDULE OF VALUES 8 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETYAND CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION FOR COMPLIANCE WITH 1) UNLESS STIPULATED IN THE CONSTRUCTION AGREEMENT, PROVIDE A DETAILED BREAKDOWN OF THE AGREED CONTRACT SUM SHOWING VALUES FEDERAL AND STATE O.S.H.A. REGULATIONS, AND FOR THE PROTECTION OF ALL WORK UNTIL IT IS DELIVERED COMPLETED TO THE OWNER. ALLOCATED TO EACH OF THE VARIOUS PARTS OF THE WORK, AS SPECIFIED HEREIN AND IN OTHER PROVISIONS OF THE CONTRACT DOCUMENTS. 9) ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALED DIMENSIONS. DIMENSIONS NOTED "N.TS_" DENOTES NOT TO SCALE. 2) PRIOR TO THE FIRST APPLICATION FOR PAYMENT, SUBMIT A PROPOSED SCHEDULE OF VALUES TO THE OWNER. 10) CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS, CEILINGS, AND WALLS WITH ALL ARCHITECTURAL AND STRUCTURAL 3) WHEN SO REQUIRED BY THE OWNER, PROVIDE COPIES OF THE SUBCONTRACTS OR OTHER DATAACCEPTABLE TO THE OWNER SUBSTANTIATING DRAWINGS AND EXISTING CONDITIONS. ANY UNFORESEEN STRUCTURAL CONDITIONS AND REQUIRED SHORING SHALL BE COORDINATED WITH THE ENGINEER THE SUMS DESCRIBED. PRIOR TO STARTING THE WORK. 11) CONTRACTOR WILL ASSUME RESPONSIBILITY FOR ITEMS REQUIRING COORDINATION AND RESOLUTION DURING THE BIDDING PROCESS. CUTTING AND PATCHING 12) CHECK AND VERIFY CONTRACT DOCUMENTS, FIELD CONDITIONS FOR ACCURACY, CONFIRMING THT ALL WORK IS BUILDABLE AS SHOWN BEFORE 1) SUMMARY: PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION QUESTIONS, THE CONTRACTOR IS A. THIS SECTION ESTABLISHES GENERAL REQUIREMENTS PERTAINING TO CUTTING, FITTING, AND PATCHING OF THE WORK THAT IS REQUIRED RESPONSIBLE FOR OBTAINING CLARIFICATION WITH THE ARCHITECT BEFORE PROCEEDING WITH WORK OR RELATED WORK IN QUESTION. TO: 1. MAKE THE PARTS FIT PROPERLY; 13) ANY QUESTIONS REGARDING THE INTENT OF THE DRAWINGS OR SPECIFICATIONS ARE TO BE CLARIFIED WITH THE ARCHITECT BEFORE ORDERING 2. UNCOVER WORK TO PROVIDE FOR INSPECTING ILL-TIMED WORK; MATERIALS OR PROCEEDING WITH THE WORK IN QUESTION OR RELATED WORK. 3. REMOVE AND REPLACE WORK THAT DOES NOT CONFORM TO THE CONTRACT REQUIREMENTS; AND 4. REMOVE AND REPLACE DEFECTIVE WORK. 14) THE CONTRACTOR SHALL PROVIDE THE OWNER WITH ADDITIONAL SURPLUS MATERIALS / FINISHES AT THE COMPLETION OF THE JOB TO BE USED FOR B. RELATED WORK: DO NOT CUT OR ALTER WORK PERFORMED UNDER SEPARATE CONTRACTS WITHOUT THE OWNER'S WRITTEN PERMISSION. FUTURE MAINTENANCE OR REPLACEMENT (I.E.: PAINT, TRIM, ETC.) 2) REQUEST FOR OWNERS CONSENT: 15) THE OWNER SHALL BE CONTACTED IN REGARD TO ANY SALVAGEABLE MATERIAL OR EQUIPMENT. ANY SALVAGEABLE ITEMS NOT TO BE RE -USED OR A. PRIOR TO CUTTING OR PATCHING WHICH EFFECTS STRUCTURAL SAFETY, OR ARE IN ANY WAY DIFFERS FROM THE CONTRACT DOCUMENTS WANTED BY THE OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR. OBTAIN THE OWNER'S WRITTEN PERMISSION IN THE FORM OF A CHANGE ORDER BEFORE PROCEEDING WITH THE WORK. EILINGS SIDEWALKS PAVING LANDSCAPING ETC. TO MATCH EXISTING MATERIALS AND FINISHES WHERE 16) PATCH ALL EXISTING FLOORS, ROOFS, WALLS, C, 3) THE OWNER WILL REIMBURSE THE CONTRACTOR FOR CUTTING AND PATCHING PERFORMED PURSUANT TO A WRITTEN CHANGE ORDER AND IN DISTURBED BY CONSTRUCTION. ACCORDANCE WITH THE PAYMENT SCHEDULE SHOWN IN THE CHANGE ORDER. PERFORM OTHER CUTTING AND PATCHING NEEDED TO COMPLY WITH THE CONTRACT DOCUMENTS AT NO ADDITIONAL COST TO THE OWNER. 17) PROJECT CLOSEOUT: A. GUARANTY / WARRANTY: THE GENERAL CONTRACTOR SHALL GUARANTEE, AND EACH SUB -CONTRACTOR SHALL AND DOES WARRANT THAT ALL WORK FOR 4) PROVIDE REQUIRED PROTECTION INCLUDING, BUT NOT LIMITED TO, SHORING, BRACING AND SUPPORT TO MAINTAIN STRUCTURAL INTEGRITY THIS PROJECT SHALL BE FREE FROM DEFECTS OF FAULTY LABOR AND/OR MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF SUBSTANTIAL OF THE WORK. COMPLETION, EXCEPT WHEN LONGER PERIODS ARE STATED HEREIN OR BY MANUFACTURER WARRANTIES. 5) PERFORM CUTTING AND DEMOLITION BY METHODS WHICH WILL PREVENT DAMAGE TO OTHER PORTIONS OF THE WORK AND PROVIDE PROPER B. PROJECT RECORD DRAWINGS: THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER WITH ONE (1) CLEAN SET OF DRAWINGS CORRECTED UP -TO- SURFACES TO RECEIVE INSTALLATION OF REPAIR AND NEW WORK. DATE AT PROJECT COMPLETION. CLEANING C. OPERATING AND MAINTENANCE INSTRUCTIONS: EACH CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH ONE (1) DUPLICATE SET OF INSTRUCTIONS COVERING EACH AND EVERY ITEM OF EQUIPMENT AND DEVICE FURNISHED OR ERECTED BY THE CONTRACTOR. THIS SHALL CONSIST OF THE FOLLOWING: 1) THROUGHOUT THE CONSTRUCTION PERIOD, MAINTAIN THE BUILDINGS AND SITE IN A STANDARD OF CLEANLINESS AS DESCRIBED IN THIS SECTION. CATALOG DATA OR LITERATURE MANUFACTURER'S OPERATING INSTRUCTIONS 2) SITE & STRUCTURE: INSTALLATION INSTRUCTIONS A. MAINTAIN THE SITE IN A NEAT AND ORDERLY CONDITION AT ALL TIMES. INDEX OF SUB -CONTRACTORS, INCLUDING THEIR B. AT LEAST WEEKLY INSPECT THE STRUCTURES AND PICK UP ALL SCRAP, DEBRIS AND WASTE MATERIAL AND REMOVE THEM TO THE PLACE ADDRESSES AND PHONE NUMBERS. DESIGNATED FOR THEIR STORAGE. C. AT LEAST WEEKLY SWEEP INTERIOR SPACES CLEAN. "CLEAN" FOR THE PURPOSE OF THIS PARAGRAPH SHALL BE INTERPRETED AS MEANING D. FINAL CLEANING. THE GENERAL CONTRACTOR WILL BE REQUIRED TO CLEAN THE PROJECT SCOPE OF WORK AT THE COMPLETION OF THE PROJECT. FREE FROM MATERIAL CAPABLE OF BEING REMOVED BY REASONABLE EFFORT AND A HAND-HELD BROOM. ISSUED FOR: CONSTRUCTION CLmNTAPPROVAL X REVISION: D PROJECT NO: DRAWN BY: KKV CHECKED BY: KLC ISSUE DATE: 10/23/2007 10:32 A COPYRIGHTSRSA 2007 W A O � W � z Qo �o �W Wa 3d M W a �`! IID ,�� 0 A01 Pvw �I- 1I WR RENO SNHTH ARCHITECTS III 605 WEST MAIN STREET SUITE 002 ASPEN, COLORADO 81611 (970)925-5968 FAX (970)925-5993 371 SOUTHSIDE AVE. N 101 BASALT, COLORADO 81621 (970)927-6834 FAX (970)927-6840 WEB SITE www.renosmith.com EMAIL ADDRESS office@renosmith.com General COVERSHEET SHEET NO: G 001 STONE CC COPPER CLAD ROOF LEVELT.O. ROOF= 130'-0' — — STONE CO 00 a� _ UPPER LEVEL NORTH STONE LIP T.Q.S. ELEV. = 120'4' — STONE PAINTED EXPOSED BE REF. STRI MID LEVEL NORTH — — T.O.S. ELEV = 110'-8' MAIN LEVEL T.O.S. ELEV = 100'-0" — SITE ELEV = 7909'-3' T 0 a 0 m ROOF LEVEL T.O. ROOF = 135'-0" PAINTED METAL FASCU COPPER CLADDING EXTERIOR LIGHTING STONE LINTEL COPPER CLADDING UPPER LEVEL SOUTH TYP. @ DOOR T.O.S. ELEV = 124'-4' UPPER LEVEL NORTH HORIZONTAL SIDING T.O.S. ELEV. = 120'-4' _ REF. STRUCT. DECORATIVE CHANNEL DECORATIVE CHANNEL PAINTED FINISH . PAINTED FINISH. GLASS BARRIER PAINTED METAL HORIZONTAL SIDING WINDOW FRAME MID LEVEL SOUTH T.O.S. ELEV = 113'-8' RETRACTABLE WINDOW RATED LAMINATED GLASS WALL. METAL_ MID LEVEL NORTH T.O.S. ELEV = 110'-8' T.O.S. ELEV = 110 ' STONE FACING AND SILL METAL CLAD DOOR MAIN LEVEL T.O.S. ELEV = 100'-0' SITE ELEV = 7909'-3- 1 MATCF 1 5 3 A10.2 A10.2 A10.2 PONE COPING ONE LINTEL =TAL CLAD WOOD INDOWS 'ONE SILL n\ NVASAWNING / \ E�L/F,RAME \ \ TRACTABLE WINDOW LL. METAL NTED STEEL COLUMN IN FENCE - EXISTING / FINISH GRADE MATCH EXISTNG SOUTH ELEVATION 3/16'=1'-0' ROOF LEVEL T.O. ROOF = 135'-0' _ _ROOF LEVEL 80 T.Q. ROOF = 130'-0' a UPPER LEVEL SOUTH T.Q.S. ELEV. = 124'-4' U �r UPPER LEVEL NORTH ELEV. = 120'-4' 00 MID LEVEL SOUTH = 0 MID LEVEL NORTH -8' 50 0 STONE SILL MAIN LEVEL T.O.S. ELEV = 100'-0' SITE ELEV = 7909'-3' WEST ELEVATION 3/16'=1'-0' n Ln � o so rt 0 0 VO r. � rn X u¢. � "' o 0 Ln 0 O ' ON co v uZ w Ln o N � O� w E o� OJ � 00 < u o Zr- V V �- Z ced .m z::F w Q \`r/J Q v, N -lh O N Z < w 2 V w ci _Z wa O o LL -1 Z C) ``V O c� i LJu cl.. 0 ® V 11 CL Z V Q O W Co 0 F NG:IONSE: DATE:ERMIT 03-26-08 )OB NO. 0544 SHEET NO. A3.1 n. 'RIt.IT rt4ARI Fc rI IAIAUCC'C' AorwTrrrc GLASS BARRIER PAINTED STEEL BEAM T.O.S. REF. STRUCT. DECORATIVE CHANNEL PAINTED FINISH. HORIZONTAL SIDING T.O.S. ELEV 113'-8' RATED LAMINATED GLASS T.O.S. ELEV = 110 ' STONE SILL MAIN LEVEL T.O.S. ELEV = 100'-0' SITE ELEV = 7909'-3' WEST ELEVATION 3/16'=1'-0' n Ln � o so rt 0 0 VO r. � rn X u¢. � "' o 0 Ln 0 O ' ON co v uZ w Ln o N � O� w E o� OJ � 00 < u o Zr- V V �- Z ced .m z::F w Q \`r/J Q v, N -lh O N Z < w 2 V w ci _Z wa O o LL -1 Z C) ``V O c� i LJu cl.. 0 ® V 11 CL Z V Q O W Co 0 F NG:IONSE: DATE:ERMIT 03-26-08 )OB NO. 0544 SHEET NO. A3.1 n. 'RIt.IT rt4ARI Fc rI IAIAUCC'C' AorwTrrrc K&E 19 1184 84254 X i�`CI NG TKmt) 2 C.UTTONWU:)I) 1 z" i�IA . 20 1 2O1 SPS EA0 30" 301 if 5 00" ;; 7 " 5" (� 8 9 _E:)Pt4?1UGE. 5UKVr. 01K 5 CF.1F 1/0'6 A*rF \�\ \ 1, JAM E5 F f�E51✓f�., HEI*, ?5`' C - I IFr T+-11� �r ACCU�AT�L�r' f�E1�1 : E�1T� A AUK/EY rE1: FOfECS UN D E-1' MY 5U1''E.f EI 510N I N J U LY 0 F 19n5 A•N 0 A /I QUAL �' 1N5PECTlON A�Nn T1eEE LOCATION FF_1`*-'F0F V1E0 COY' WIE:ON 200& OF / TH E. A5 PET -1 , A C.OH00M I N IUM, ),CC0fP-,0If--IG TO TH E PLAT TI -I E KE_OF o F EC0f �',D Er_ 1 -I PLAT 500K I � AT F/��GE -777 1 F --A THE C )f=FIC F- OF TH E / MAN 100' WIDE) STREET �� G.LE�-K A 4D I�EC0t<,0E1� OF FI T KI' �I �JL� J t J �7Lt. /�• TH E f=OIK 4�-5TCDK`r COt-400 I IN IUM (_(JM P -LEX WR5 FCUH 0 TO 13E LOCATE) A�:D SHC:xNN ON TN rf:) W&e THE LCYAT I ON ASID J I M D.N J MI5 OF ALL 5U 1 L 13► N CSS, I MP9C /E.MIE T FA5EMF.NT�-D, 91GHTe:�) OF wAr ME Al --JL ) ESV-_K0AC4--f t\A ENT 13Y OIC UN TH C-�E. F'1�.D-A i�� _ CUI�TELY �HC7Wi�l NOTICE. According to Colorado law you must commence any legal action based upon any defect In this survey within six years atter you first discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon ALPINE SUKVE e) IHG. -- f � FATE------__--��--��- _--------- L.S. `� I ,' _ti. N LL M S RE ti F- W LU w ICE ✓� C ~ Cn SLEEKER STREET O MAIN STREET o� Z O 0 W Z f- _N L co JtGINiT`r MAP COOPER AVENUE to 20 30 40 SCALE, t "--to' BA515 OF BEAKING, FOUNT) MONUMENTS AS SHOWN n _ _ _�. Surveyed -7. �5 & I , f . I C� �o Revisions Title Job No 55 103 HIPIf1C out YCy:i Post Office Box 1730 Aspen, Colorado 81612 303 925 2688 Drafted 1.2.218.83 9�- 1 1.20.0& I M PieQVEVEI-JT SUiZVF_Y- Client THE f\�FEN/ f� COHDOMINIUV Mel (SLAT GOA 1.5, FAGE 77, ON LOi-:�) E, F, G t --I 18r- E 112 Of D, 15LOGK Z4 5 CITY&To�ITE wfOr= x6pb / PITSIN CQ,cOLc MAIN 5TREET ALLEY SITE PLAN 1 SCALE 1/8" = 1'-0" ISSUED FOR: CONSTRUCTION CLIENTAPPROVAL X REVISION: 0 A A 0 PROJECT NO: DRAWN BY: KKV CHECKED BY: KLC ISSUE DATE: 10/23/2007 10:31 A COPYRIGHT©RSA 2007 w A O � E Wo � � Fz 3Q M W a �•pVl► dl IDll".�� RENO SMITH ARCHITECTS iii 605 WEST MAIN STREET SUITE 002 ASPEN, COLORADO 81611 (970) 925-5968 FAX (970) 925-5993 371 SOUTHSIDE AVE. N 101 BASALT, COLORADO 81621 (970)927-6834 FAX (970)927-6840 WEB SITE www.renosrnith.com EMAIL ADDRESS office@renosmith.com SITE PLAN SITE PLAN SHEET NO: AS 102 ENTRANCE "STREET" INTO A.M.L. PARKING 2 HOT TUB PLAN 1 SCALE: 1/4" = 1'-0" ISSUED FOR: CONSTRUCTION CLUNTAPPROVAL X REVISION: 1 1 1 1 PROJECT NO: DRAWN BY: KKV CHECKED BY: KLC ISSUE DATE: 10/23/2007 10:23 A. COPYRIGHT DORSA 2007 PQ A O N z �o Fz M W a d �4�l111 �II�IDI�.� M ARCHITECTS ii 605 WEST MAIN STREET SUITE 002 ASPEN, COLORADO 81611 (970)925-5968 FAX (970)925-5993 371 SOUTHSIDE AVE. N 101 BASALT, COLORADO 81621 (970)927-6834 FAX (970) 927-6840 WEB SITE www.renosmith.com EMAILADDRESS office@renosmith.com SITE PLAN HOT TUB PLAN SHEET NO: AS 103 MAIN STREET ELEVATION SCALE:1/8" = l'-0" NORTH HOT TUB FENCE ELEVATION SCALE: 1/4" = l'-0" -IDING NORTH FENCE ELEVATION - HOT TUB SIDE SCAT P 1 /d" = 11-n" ISSUED FOR: CONSTRUCTION CLEENTAPPROVAL X REVISION: A A A PROJECT NO: DRAWN BY: KKV CHECKED BY: KLC ISSUE DATE: 10/23/2007 10:24 A COPYRIGHTORSA 2007 w A O gz z �o Fz M W a RENO SA4rfH ARCHITECTS IN 605 WEST MAIN STREET SUITE 002 ASPEN, COLORADO 81611 (970) 925-5968 FAX (970)925-5993 371 SOUTHSIDE AVE. N 101 BASALT, COLORADO 81621 (970)927-6834 FAX (970)927-6840 WEB SITE www.renosmith.com EMAIL ADDRESS office@renosmith.com ELEVATIONS HOT TUB ELEVATIONS SHEET NO: A 201 NEIN AWNING REMOVE EXISTING AWNING AND STAIN EXISTING 510INO, TRIM, COLUMNS, AND PORCH GUARDRAIL5. COLOR: 5HERWIN KLLIAMS "TOBACCO" AS PER OWNER EAST ELEVATION- (:2)- LEVATION2 SCALE: 1/8" = l'-0" XI5TIN6 14000 510IN6 4 �LOR: SHERY41N 15 "TOBACCO" AS PER XISTING GUARDRAILS. AS SELECTED BY WEST ELEVATION 4 SCALE: 1/8" = l'-0" HT FIXTURES TYPICAL: LIGHT °AN COUNTRY LANTERN" OUSTED A/ STEM T MAX VG TO MATCH EXISTING R PANELS BRIM BAND. PAINT TO MATCH EXISTING kND ON POOL HOUSE :X15TINS - COLOR: IN NILLIAMS :CO" AS PER IG STONE TO I NORTH ELEVATION 1 SCALE: 1/4" = l'-0" KISTING SIDING 8 TRIM. SHERWIN INILLIAM5 CO" A5 PER OWNER SOUTH ELEVATION (:3)- SCALE: 1/8" = l'-0" ISSUED FOR: CONSTRUCTION CIRNTAPPROVAL X REVISION: 0 0 0 A PROJECT NO: DRAWN BY: KKV CHECKED BY: KLC ISSUE DATE: 10/23/2007 10:25 Ali COPYRIGHT CDRSA 2007 w A O F F� W QO �O � Q Fz 3Q M W a ARCHITECTS goo L.L.C. 605 WEST MAIN STREET SUITE 002 ASPEN, COLORADO 81611 (970)925-5968 FAX (970) 925-5993 371 SOUTHSIDE AVE. N 101 BASALT, COLORADO 81621 (970)927-6834 FAX (970) 927-6840 WEB SITE www.renosmith.com EMAIL ADDRESS office@renosmith,com ELEVATIONS BUILDING ELEVATIONS SHEET NO: A 202 EXISTING STONE WALL BEYOND FLASH INTO EXISTING STONE (?) 2 LAYERS OF 3/5" ROOF SHEATHING CURVED TO STEEL FRAME DOUBLE LOOK 5TANDINC7SEAM METAL ROOF OVER ICE 4 WATER SHIELD DOUBLE LOCK STANDING SEAM METAL ROOF OVER ICE 4 WATER SHIELD METAL DRIP EDGE STEEL FRAME - SEE STRUCTURAL 2X FASCIA AT SIDES 2X BLOCKING BETWEEN STEEL T4G i ir.vrniw n i �wvi i v ..+ � v✓ r .ray.. vvi.�„�... � �...�. om ROOF PLAN 1 SCALE: 3/4" = 1'-0" AWNING SECTION 3 SCALE: 1 1/2"= 1'-0" DOUBLE LOCK STANDING SEAM METAL ROOF OVER ICE 4 WATER SHIELD 2 LAYERS OF 3/5" ROOF SHEATHING CURVED TO STEEL FRAME METAL DRIP EDGE STEEL FRAME 2 LAYERS OF 3/4 PLYWOOD GUT TO FITCURVE @ FRONT 2X BLOCKING BETWEEN STEEL T4G WET LOCATION LOW PROFILE CAN LIGHT (3) EVENLY SPACED ACROSS AWNING 50 WATT BULB MAX AWNING SECTION (:2)- SCALE: 11/2"= 1'-0" NEW FLASHING TO MATCH EXISTING METAL DRIP EDGE 2X 12 W/ CURE CUT AT BACK 51DE PAINT TO MATCH TRIM ON EXISTING POOL BUILDING COPPER PANELS EX15TINS WOOD 51DIN6 BEHIND COPPER TO REMAIN FLASHING TO MATCH EXISTING 2X 12 W/CURF GUT AT BACK SIDE PAINT TO MATCH TRIM ON EXISTING POOL BUILDING PAINT EXISTING WOOD SIDING. COLOR: 5HERWIN WILLIAM5 "TOBACCO" EXISTING WALL TO REMAIN WALL SECTION- (:4)- ECTION4 SCALE: 11/2"= 1'-0" ISSUED FOR: CONSTRUCTION CLIENTAPPROVAL X REVISION: 0 A A A OJECT NO: WN BY: KKV CKED BY: KLC ISSUE DATE: 10/23/2007 10:25 AN COPYRIGHT(DRSA 2007 w (4�A O � H � W Wa 3� M W a 501-11, RENO ARCHITECTS iii 605 WEST MAIN STREET SUITE 002 ASPEN, COLORADO 81611 (970)925-5968 FAX (970)925-5993 371 SOUTHSIDE AVE. N 101 BASALT, COLORADO 81621 (970) 927-6834 FAX (970)927-6840 WEB SITE www.renosmith.com EMAILADDRESS office@renosmith.com DETAILS Wall Sections & Details SHEET NO: A801 STRUCTURAL GENERAL NOTES ASPEN MOUNTAIN LODGE ENTRY ROOF 10/4/0'1 A. DESIGN LIVE LOADS 1. SNOW '15 PSF 2. RESIDENTIAL 40 PSF S. WIND: WIND SPEED a0 MPH (3 SECOND OUST) EXPOSURE B 4. SEISMIC CATEGORY B B. DESIGN CODES I. INTERNATIONAL BUILDING CODE (2003) 2. AGI BUILDING CODE (AGI 31"5) S. AISG STEEL CONSTRUCTION MANUAL (4th Edition) 4. AITG TIMBER CONSTRUCTION MANUAL (4th Edition) G. STEEL ALL STEEL SHALL CONFORM TO ASTM A56 EXCEPT TUBE COLUMNS WHICH SHALL CONFORM TO ASTM A500 (GRADE B) LATEST EDITION. PIPE SHAPES SHALL CONFORM TO ASTM A58 (&RADE B). ALL SHOP CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE STANDARD FRAMED BEAM CONNECTIONS WITH MAXIMUM NUMBER OF ASTM A525 8/4" DIAMETER BOLTS TO FIT BEAM IN SINGLE ROW AND SHALL CONFORM TO ASTM A825, UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL CONFORM TO ASTM A80'1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH LATEST PROVISIONS OF THE AISG MANUAL OF STEEL CONSTRUCTION AND AISG CODE OF STANDARD PRACTICE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL DETAIL EACH BEAM, APPLICABLE CONNECTIONS, LAYOUT, AND BRACIN&. USE WELDERS MEETING THE REQUIREMENTS OF THE AWS "STANDARD QUALIFICATION PROCEDURE". COMPLY WITH AWS 17I.1 "STRUCTURAL WELDING GORE." ALL WELDS SHALL BE ETOXX TYPICAL UNLESS NOTED OTHERWISE. PRIME ALL STEEL WITH APPROVED PRIMER. TOUGH -UP PAINT AT EXPOSED BOLTS, WELDS, AND ABRADED SHOP PAINT AREAS. DRY PACK OR &ROUT FOR BEARING PLATES SHALL BE SHRINK RESISTANT EMBEGO 153 OR EQUIVALENT. EXPANSION BOLTS SHALL BE "MJ -IT', "RED HEAD", KWIKBOLT", OR APPROVED WEDSE TYPE, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. D. STRUCTURAL WOOD FRAMING ALL WOOD FOR STRUCTURAL FRAMING SHALL BE KILN DRIED DOUGLAS FIR/LARCH M2 GRADED AS PER LATEST EDITION "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" BY THE NATIONAL FOREST PRODUCTS ASSOCIATION AND WWPA. HEAVY TIMBER FRAMING (DOUGLAS FIR NO. I ) Fb in 1300 PSI Fv a 85 1051 E ■ 1600000 PSI SIZES SHOWN FOR STRUCTURAL WOOD FRAMING ARE NOMINAL SIZES. PROVIDE SOLID BLOCKING BETWEEN ALL JOISTS AND RAFTERS AT SUPPORTS AND MINIMUM I X 4 GROSS BRID&IN& AT NOT MORE THAN 81-0' O.G. BETWEEN SUPPORTS EXCEPT AS OTHERWISE NOTED. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID BLOCKING UNDER ALL PARTITIONS RUNNING PERPENDICULAR TO JOISTS. PROVIDE BRIDGING AT NOT MORE THAN 6'-0" O.G. FOR STUD WALLS NOT COVERED BY SHEATHING OR WALL COVERINGS MEETING UBG MINIMUM REQUIREMENTS PER UB-, SECTION 2SIUS).-I. CONNECTORS SHOWN ON THE PLANS ARE MANUFACTURED BY THE SIMPSON COMPANY. CONNECTORS BY OTHER MANUFACTURERS SHALL BE DEEMED AS EQUIVALENT IF THEIR RATED CAPACITY IS EQUAL TO OR GREATER THAN THAT OF THE CONNECTOR SPECIFIED. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO TABLE 23-11-8-1 OF THE UNIFORM BUILDING CODE. PLYWOOD FOR ROOFS, FLOORS, AND SHEAR WALL SHEATHING SHALL BE APA &RADE TRADEMARKED GPX WITH EXTERIOR SLUE. LAY UP PLYWOOD WITH FACE &RAIN PERPENDICULAR TO SUPPORTS AND STA&&ER JOINTS. ALL NAILING COMMON NAILS; RING SHANKED FOR ROOF AND FLOOR SHEATHING. REFER TO TABLE BELOW FOR USE REQUIREMENTS: USE THICKNESS SPAWINDEX EDGE NAILING INTERMEDIATE NAILING FLAT ROOF 8/4" 48/24 0d o b" O.G. 8d O 120O.G. SLOPED ROOF 5/8" 82/16 0d 0 610.0. Od 012" O.G FLOOR 3/4"T$& 40/24 8d 0 6"0.0. Od o I2110.0. SHEAR WALL 1/2" 24/0 Od 0 4" O.G. 8d 0110" O.G. ALL EDGES OF SHEAR WALL SHEATHING SHALL BE BLOCKED. GLUE LAMINATED BEAMS SHALL BE FABRICATED WITH LUMBER OF EITHER DOUGLAS FIR/LARGH OR SOUTHERN PINE. LAMINATED MEMBERS SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH "THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE LAMINATED LUMBER" PUBLISHED BY THE AITG AND THE APPROPRIATE LUMBER PRODUCERS' ASSOCIATION. "APPEARANCE &RADE SHALL BE INDUSTRIAL, EXCEPT MEMBERS TO BE EXPOSED SHALL BE ARCHITECTURAL AND SUPPLIED INDIVIDUALLY WRAPPED. LAMINATED MEMBERS SHALL BE BUILT UP USING 2" NOMINAL MATERIAL. SIZES SHOWN ARE NET FOR 6LUE LAMINATED MEMBERS. ALLOWABLE UNIT STRESSES FOR DRY CONDITIONS OF USE REQUIRED SHALL BE AS FOLLOWS, MEMBERS STRESSED PRINCIPALLY IN BENDING (SEAMS, GIRDERS) - COMBINATION 24F Fb ■ 2400 PSI Fv ■ 165 P51 E in 1600000 PSI. PROVIDE SAME PROPERTIES TOP AND BOTTOM FOR CANTILEVERED BEAMS. FABRICATED WOOD JOISTS, i SERIES FABRICATED JOISTS WITH STRUCTURAL WOOD FLANGES AND PLYWOOD WEB5 GALLED FOR ON THE DRAWINGS AS "TJI/" ARE AS MANUFACTURED BY THE TRUS- JOIST CORPORATION OF BOISE, IDAHO. FABRICATED WOOD JOISTS SHALL BE INSTALLED IN AGC.ORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SUPPLY ALL PLATES, BLOCKING, BRIDGING, BRAGIN6, STIFFENERS AND OTHER RELATED ITEMS AS RECOMMENDED BY THE MANUFACTURER. CONTINUOUS BLOCKING SHALL BE INSTALLED AT ALL INTERIOR SUPPORTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID BLOCKING UNDER ALL PARTITIONS RUNNING PERPENDICULAR TO JOISTS. MICRO■LAM LUMBER BEAMS, VERTICALLY LAMINATED VENEER HEADERS AND BEAMS 1 8/4" THICK GALLED FOR ON THE DRAWINGS AS 'ML" ARE AS MANUFACTURED BY THE TRUS-JOIST CORPORATION OF BOISE, IDAHO. MICRO■LAM HEADERS AND BEAMS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. WHEN MORE THAN ONE THICKNESS IS REQUIRED , THE MEMBERS SHALL BE FASTENED TOGETHER WITH TWO ROHS OF 16 -PENNY COMMON NAILS SPACED 12" O.G. FOR MEMBERS WITH 14" AND GREATER DEPTH USE THREE ROWS. E. THE ARCHITECT MUST AUTHORIZE ALL SUBSTITUTIONS. SLCH AUTHORIZATION DOES NOT RELIEVE THE CONTRACTOR FROM CONFORMANCE WITH THE PRAWIR3;S AND SPECIFICATIONS. F. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS PNP ROOFS WITH THE MECHANICAL AND ELECTRICAL CONTRACTORS. S. DO NOT BACKFILL AGAINST WALLS UNTIL FLOOR AND ROOF SYSTEMS BRACIN& THOSE WALLS ARE IN PLACE. H. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. I. THE CONTRACT STRUCTURAL DRAWINGS AND SPEGIFICAT601`15 REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL E PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MtEA5URE5 SHALL INCLUDE, BUT NOT BE LIMITED TO, BRAGIN6, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL THE STRUCTURAL ENGINEER BE RESPONSIBLE FOR THE CONTRACTORS MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO. J. SPECIAL INSPECTION STRUCTURAL. WELDINb: ALL SHOP YNELDIN& TO BE PERFORMED IN AN APPROVED FABRICATOR'S SHOP. ALL FIELD YeLDS WILL REQUIRE SPECIAL INSPECTION BY A SPECIAL INSPECTOR APPROVED BY THE BUILDING DEPARTMENT. STRUCTURAL BOLTS: ALL BOLTED CONNECTIONS DESIGNED TO BE A5O*7 BOLTS THEREFORE NO SPECIAL INSPECTION REQUIRED. BOLTS DESIGNED TO BE SNUG FIT. 5 ER 1=RONT VIEW OF ENTRY ROOF u( 3/4" = I' -O" Gawpy_FRONf_VIEW NOTE: FIELD VERIFY RADIUS, NOTE: SEE ARCH FOR VALLEY, NOTE: SEE ARCH FOR Ino THRU BOLTS HSS 6X2XI/8 CONFIRM W/ ARCH PRIOR RICKET, FLASHING 4 FLASHINS ALL PFLASHINGSee SIDE VIEW 11'-O" RADIUS TO FABRICATION. TO EXISTING STONE FACES. b'-5 I/4° WATERPROOFING NIF) INFO NIF) NOTE, PROVIDE �" 0 NOTE, PROVIDE in m WEEP HOLES ® 21-6" WEEP HOLES ® 21-6" O.0 TYP U.N.O. MIF) 0.0 TYP U.N.O. (VIF) GUT CURVED WOOD LEDGERS FROM II 7/8" MICROLAMS L Z H55 6X2XI/8 r(p 1/2"4P ALL THREAD II' -O" RADIUS 3/ib" �-SFOA66 DR SHORT �or," o I \-PL I/4"X2"X4" PL I%4"X2"X4J TOP V I EW OF ENTRY ROOF 3/4" = 11-0" NOTE: SEE ARCH FOR ALL FLASHING 4 WATERPROOFING INFO (viF) H55 6X2XI/8 PL 1/4"X2 canopy -Top -VIEW VARV11- &-r, ei w" -M * r="Mw 5I VLAO MOT SHOWN FOR CLARITY SIDE VIEW Of ENTRY ROOF 3/4" = 1'-0 " m THRU BOLTS (4) 2X6 COL FXIST'6 (4) 2X6 CAL (VIF) CLIP EACH SIDE 8/4"0 THRU BOLTS 0 12" OG EXISTING BLOCKING OR HEADER ABOVE DOOR (VIF) � NOTE:CONTRACTOR TO FIELD VERIFY ALL EXISTINS CONDITIONS 4 DIMENSIONS PRIOR TO CONSTRUCTION. ALL CONDITIONS 5HOWN ARE ASSUMED AND ARE TO BE FIELD VERIFIED. CONTRACTOR TO PROVIDE ALL TEMPORARY SHORINS 4 BRACING AS REQUIRED NOTE, THE DRAWINGS, INDICATE THE FINAL CONDITION OF THE STRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SHORING AND BRACINS DURING MOVING AND CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. NOM TER THE REMOVALOF OLD STRUCTURE AND OPENING UP EXISTINS FRAMING THE ARCHITECT AND ENGINEER SHOULD BE CONTACTED TO FIELD VERIFY EXISTING CONDITIONS TO ALLOW FOR ANY REQUIRED ADJUSTMENTS TO ACCOMMODATE THE EXISTING STRUCTURE. ADDITIONAL NOTE5 O �Ii^—., O 111 N \-PL I/4"X2"X4" PL I%4"X2"X4J TOP V I EW OF ENTRY ROOF 3/4" = 11-0" NOTE: SEE ARCH FOR ALL FLASHING 4 WATERPROOFING INFO (viF) H55 6X2XI/8 PL 1/4"X2 canopy -Top -VIEW VARV11- &-r, ei w" -M * r="Mw 5I VLAO MOT SHOWN FOR CLARITY SIDE VIEW Of ENTRY ROOF 3/4" = 1'-0 " m THRU BOLTS (4) 2X6 COL FXIST'6 (4) 2X6 CAL (VIF) CLIP EACH SIDE 8/4"0 THRU BOLTS 0 12" OG EXISTING BLOCKING OR HEADER ABOVE DOOR (VIF) � NOTE:CONTRACTOR TO FIELD VERIFY ALL EXISTINS CONDITIONS 4 DIMENSIONS PRIOR TO CONSTRUCTION. ALL CONDITIONS 5HOWN ARE ASSUMED AND ARE TO BE FIELD VERIFIED. CONTRACTOR TO PROVIDE ALL TEMPORARY SHORINS 4 BRACING AS REQUIRED NOTE, THE DRAWINGS, INDICATE THE FINAL CONDITION OF THE STRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SHORING AND BRACINS DURING MOVING AND CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. NOM TER THE REMOVALOF OLD STRUCTURE AND OPENING UP EXISTINS FRAMING THE ARCHITECT AND ENGINEER SHOULD BE CONTACTED TO FIELD VERIFY EXISTING CONDITIONS TO ALLOW FOR ANY REQUIRED ADJUSTMENTS TO ACCOMMODATE THE EXISTING STRUCTURE. ADDITIONAL NOTE5 DATE: 155UE/REV: 10-8-0'1 COORDINATION 10-22-01 PERMIT JOB #: 0'1041 SCALE: AS INDICATED ENTRY ROOF DETAILS AND ENERAL NOTE 51.1 O O 0 DATE: 155UE/REV: 10-8-0'1 COORDINATION 10-22-01 PERMIT JOB #: 0'1041 SCALE: AS INDICATED ENTRY ROOF DETAILS AND ENERAL NOTE 51.1