The URL can be used to link to this page

Home My WebLink AboutLand Use Case.406 E Hopkins Ave.0006.2008.AHPCAbbreviations A Astragal KIT Kitchen ADD Addendum L Length ADJ Adjustable LAM Laminated AFF Above Finish Floor LAV Lavatory AHU Air -Handling Unit. LT Light ALT Alternate M Mirror ALUM Aluminum MAT Material APPROX Approximately MAX Maximum ARCH Architect, Architectural MB Marble B Base MECH Mechanical BLDG Building MEMB Membrane BLKG Blocking MIN Minimum BO By Others MLDG Molding SR Bedroom MO Masonry Opening BIRD Board MTG Mounted BRK Brick MTL metalNIC Not in Contract - BSBD Baseboard NO Number BSMT Basement NOM Nominal BTM Bottom NTS Not to Scale BTWN Between OA Overall C Carpet, Cornice OC On Center CAB Cabinet OD Outside Dimension, Outside Diameter CH Ceiling Height OH Opposite Hand 'CL Center Line, Closet OPP Opposite CLG Ceiling P Paint, Panel CLR. Clear PL Plastic Laminate COL Column PLUM plumbing CONC Concrete PLYWD Plywood CONT Continuous POL Polished CP Ceiling Paint. PT Paint CRS Courses PTD Painted CT Ceramic Tile PVC Poly Vinyl Chloride CTG Coating QT Quarry Tile DBL Double R Riser; Chair Rail DH Double Hung RAD Radius DIA Diameter RD Roof Drain DAG Diagonal RE Refer to DIFF Diffuser REF Refrigerator, Reference DIM Dimension REFL Reflected DISP Disposal REQ Required DN Down REV Revision DR Door RH Right Handed DTL Detail Rm Room DWG Drawing RO Rough Opening EXIST Existing RTD Rated ELEC Electrical SC Solid Core, Skim Coat. ELEV Elevation SECT Section ENOL Enclosure SH Shelf EQ Equal BHT Sheet EQUIP Equipment SHWR Shower EXP Expansion Sim Slier EXT Exterior SPEC Specification FC Field Check SQ Square FD Floor Drain, Field Dimension SS Stainless Steel FF Finish Floor ST Stone FIN Finish STD Stainer) FIX Fixture STL Steel FLR Floor SUSP Suspended FO Finish Opening SYM Symmetrical FOW Face of Wall T Tread, Trim FR Fire -rated T&G Tongue and Groove DT Foot TAN Tangent DA Gauge TEMP Tempered, Temporary GALV Galvanized THK Thick GC General Contractor TO Trimmed Opening GL Glass, Glazing TYP Typical GR Grade UON Unless Otherwise Noted GWB Gypsum Wall Board UTIL Utility HOR Horizontal VT Vinyl Tile HM Hollow Metal VIF Verify in Field HT Height W Washer HVAC Heating, Ventilation, Air -Conditioning W/ With ID Inside Dimension, Inside Diameter WC Water Closet, Wall Covering IN Inch WD Wood INS Insulation, Insulated WF Wood Flooring INT Interior W/O Without JT.Joint WP Water -proof Fire Safety Note 1.: All building materials stored at the construction area.. and/or in any area ofthe building are to be secured in a locked area. Access to suck areas is to be controlled by the Owner and/or the General Contractor: 2. All materials to be stored in an orderly manner. 3. All flammable materials to be kept tightly sealed in their respective containers. Such materials are to be kept away from all heat sources. 4, All fiammable materials to be used and stored in adequately ventilated spaced. 5. All electrical power to be shut off where there is exposed conduit: 6 All electrical power m the construction area to be shut off after working hours. 7 The contractor will, at all times, make sure there is no leakage of natural gas in the building, or any flammablegas used in construction 8 The contractor shall provide fire sprinkler protection throughout the building. The contractor shall be responsible for preparing drawings and specifications and obtaining the permits for the fire sprinkler system. The fire sprinkler system must meet the requirements of all applicable codes and ordinances. General Demolition Notes 1. Demolition and removal ofexisting Walls, partitions; ceflings;. denoted and graphically indicated 2. Remove all existing mechanical items; plumbing, piping and electrical components in their entirely except as specified 3. Work Inifiated to the exterior of the existing building is limited to the areas noted and graphically indicated on theorewings. Any other exterior work shall not be initiat-d Without the prior written consent and knowledge of the building authority and architectural designer. 4 The contractor shall provide all required protection and measures throughout the demolition and removal work for the existing exterior of the building the existing interior space to remain and the existing adjacent finishes and items which are IN I.C. 5. The performance of any demolition work by the contractor or any subcorbac.or shall be executed in accordance with the building code of the State of Colorado and all other applicable codes and regulations: 6. The contractor shall obtain; prior to the commencement of the demolitlonWork and With the consent of the base building management and owner of such Work; all legal and regulatory permits as may be required for: demolition, containers, carting, hauling;. public way access or closing , and the tlisconnectron and shut-off of all utilities as may be required. 7: The contractor is required the repair any imperfections to existing surfaces caused by the demolition process With the same of like materials unless specifically indicated otherwise on the drawings and/or specifications. 8. The contractor shall remove all door & jamb sets as indicated on drawings & save for eventual reinstallation. 9; The contractor shall remove all light fixtures & mechanical grills as indicated on drawings and save for eventual m4natallation. General Notes 1;. All work and materials furnished shall comply with The State of Colorado Building Code; The State of Colorado Fire Code The State of Colorado Regulations, the regulations of the National Board of Fire Underwriters: National Fire Protective Association Requirements and all Federal, State, and Municipal authorities having jurisdiction over the work. 2. Before ordering any materials or d&ng any work, each trade shall verify all measurements at the building and shall be responsible for correctness of the same. No extra charge or compensation will be allowed on account of difference between actual dimensions and the measurements indicated on the drawings. any discrepancies between the drawings and field conditions which may be found shall be submitted to the architectural designer for consideration and clarification before proceeding with the work. The contractor shall be responsible for any deviations from the contract documents 3. All the architectural designers drawings and construction notes are complimentary and what is called for by either will be binding as if called for by all; any work shown or referred to on any one drawing shall be provided as shown on all drawings 4 The Work to be performed consists of furnishing all labor:; equipment, too!s, transportation. supplies, fees, materials, and services in accordance with these rates and drawings; -and includes performing all operations necessary to construct and install complete, in satisfactory condition, the varrous materials and equipment at the locations shown. 5- Full size or large scale deters or drawings shall govern small scale drawings which they are intended to amplify; 6: The standard specifications of the manufacturer for products called for in drawings and rotes are hereby made part of these notes with the same force and effect as though herein Written cut in full 7.. All materials required for the performance of this work shall be new and of the best quality of the kinds specified: The use of old a second-hand materials is strictly forbidden,. except for locations on the drawings thatrefer to removal and relocation of materials or equipment. Materials shall be used in accordance With the manufacturers specifications. The contractor shall submit all product Warranties. The contractor shall warranty all work as per State of Colorado regulations 8: The premises and job site shall be maintained in a reasonably neat and orderly condition and kept free from accumulation of waste materials and rubbish during the entire constriction period. The contractor shall remove all crates, cartons and other trash from the work areas each day and shall be responsible for its proper disposal. The premises shall be protected throughout construction and shall be fumed over in spotless and orderly condition. All fixtures and equipment will be left in undamaged: bright, clean, and polished condition. 9. All work shall be subject to final inspection by the architecWral designer. 10. All plumbing and a ecltical Work shall be performed by persons licensed in their trades. 11. The contractor shall take all necessary precautions to insure the safety of the building, its occupants and the general public during construction. 12. The contactor Will abide by all the rules and regulations set forth by the building's legal managing agent noting particularly any restrictions on noise, use of public entries. use of power tools, timely and proper debris removal,, materials, storage, and established working hours: 13. The contractor shall be responsible for providing a radon mitigation system throughout. the building which shall meet the requirements of all appriwble codes and ordinances, including the efficient building ordinance section 11:5. The contractor shall be responsible for preparing all drawings and specifications required for this radon mitigation system 14. All dimensions take precedence over the scale of drawings U.O.N, All dimensions are to the face of stud or to the face of concrete U.O.N. All exterior studs to be 2X6 U:O.N. all interior studs to be 2X4 LhO,N. 15. All interior stud walls & ceilings shall have 3"Fh° sound attenuation belts UO.N. 16. No portion of the construction operations which requires shop drawing or a sample .submission shall commence until the submission has been reviewed and approved by the contractor then reviewed and approved for design intent only by the architectural designer. All such construction operations shall be in accordance with reviewed show dravings and samples. 17. Shop drawings are required for all shop fabricated work.. This work includes, but is not limited to.. exterior and interior finish materials; structural and decorative steel. and built-in oatiinetry. 98. Productsubmittals are required for all individually specified products, including but not limited to; doors, windows, electrical fixtures, plumbing, appliances; and hardware. 19. The c o ntractor is responsible for providing all access panels as required by governing codes to all voids, afflds, etc::: The contractor must Verify the type required With the architect prior to installation of said panels. General Safety Notes 1,. Construction work will be confined to the immediate area of work and Will not create dust, dirt, or other such inconveniences to surrounding properties. 2. Construction operations will not block sidewalks or means of egress for tenants of the adjacent buildings Without 36 hours prior written notification. 3; Construction operations will not involve-interuption of heating, water, fire alarm. or electrical. services to the other tenants of the building 4. Cohstructionoperations shall be restricted to the hours indicated by building authorities. Except in the case of emergency and notification of the building authority 5: The contractor and sub=contractors shall to responsible for any property damage of the building owner or the personal property of any persons of the building due to the construction operations. 6. Strict supervision shall be maintained at times during the course of construction operations as to minimize inconvenience to persons of the building and adjacent properties. T During and following demolition: each contractor shall tie responsible for the removal from the premises all debris and products of the demolition not designated for reuse. The site shall be left broom dean at the end of each working day. 8. Refuse from construction operations Is the sole responsibility and expense of the contractor and the subcontractors. Refuse shall be disposed of in separate dumpsters or tins maintained of an approved location in the front of the budding. Dumpstere and bins must be removed on a weekly basis. Construction metedas shall be maintained and stored on the site., With the approval of the building authority, or on the street during the course of delivery: 9. Construction work will be confined to the indicated areas and will not create dust or other such inconvenience to the other adjacent properties: 10. Construction operations will not block sidewalks; driveways or means of egress for tenants of adjacent properties, it. Demolition AJI debris and products of demo§tion not designated for refuse shall be removed from the premises and legally disposed of The site shall be left broom clean at the end of every working day.. PROJECTINDEX REnp CD MAR 1 7 i'JCj CITY OF i=tSPPtJ COMMUNITY DE�,ELiJP_h1ENT J', 1 F • FOD UM PI -11 174 Midland Ave, Suite 201 P.O. Box 1606 Basalt, Colorado 81621 HONE: 970.279.4157 FAX: 866.770.5585 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy STRUCTURAL MECHANICAL CIVIL 1 MARK:. DATE DESCRIPTION 1 PROJECT NO: 0720 DRAWN BY: SMW COPYRIGHT Forum Phi LLC A0.1 GENERAL NOTES SHEETINDEX ID Name CVR COVER A0:1 GENERAL NOTES A02 FARANALYSIS A0.3 VIEWPLANE- D2.1 DEMOLITION PLAN A2.1 FLOOR PLAN A22 ROOF PLAN A2 3 ROOF PLAN A3:1 ELEVATIONS A4.1 SECTIONS A6.1 ASSEMBLIES REnp CD MAR 1 7 i'JCj CITY OF i=tSPPtJ COMMUNITY DE�,ELiJP_h1ENT J', 1 F • FOD UM PI -11 174 Midland Ave, Suite 201 P.O. Box 1606 Basalt, Colorado 81621 HONE: 970.279.4157 FAX: 866.770.5585 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy STRUCTURAL MECHANICAL CIVIL 1 MARK:. DATE DESCRIPTION 1 PROJECT NO: 0720 DRAWN BY: SMW COPYRIGHT Forum Phi LLC A0.1 GENERAL NOTES I UNIT.B -PROPOSED 118" = V-0" 2 UNIT:B -EXISTING 1/8" = 1'-0" PROPOSED F.A.R. CALCULATION ALLOWABLE FAR 2,000 SF - NET LIVABLE TDR 500 SF TOTAL ALLOWABLE NET LIVABLE 2,500 SF - NET LIVABLE ALLOWABLE DECKS (15%) 300 SF EXISTING UNIT NET AREA 1,970 SIP PROPOSED NET AREA 498 SF TOTAL UNIT NET AREA 1 2,468 SF - NET LIVABLE EXISTING F.A.R. CALCULATION ALLOWABLE FAR ALLOWABLE DECKS (15%) UNIT NET AREA UNIT GROSS AREA 2,000 SF - NET LIVABLE 300 SF 1,970 SF 2,070 SF • t • FORUM PHI 174 Midland Ave, Suite 201 P.O. Box 1606 Basalt, Colorado 81621 PHONE: 970.279.4157 FAX: 866.770.5585 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy CONSULTANTS SURVEYOR #SURVEYOR GEOTECH #GEOTECH STRUCTURAL #STRUCTURAL MECHANICAL #MECHANICAL LANDSCAPE ARCHITECT #LANDSCAPE ARCHITECT CIVIL CONTRACTOR #CONTRACTOR HPC 2/01108 pESIGN REVIEW MARK, DATE _ DESCRIPTION PROJECT NO: 0720 DRAWN BY: SMW COPYRIGHT Forum Phi LLC SHEET TITLE A0.2 FAR ANALYSIS ACTUAL VIEWABLE PLANE — ------- ----- -- ----._ VIEWPLANEPERG:I.S. --. 2 VIEWPLANE SECTION 1/8" = P-0" PROJECT SITE e ./ • F("")RUM PHI 174 Midland Ave, Suite 201 P.O. Box 1606 Basalt, Colorado 81621 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy TANTS GEOTECH STRUCTURAL MECHANICAL LANDSCAPE ARCHITECT CIVIL PROJECT NO: 0720 DRAWN BY: SMW COPYRIGHT Forum Phi LLC A0.3 VIEWPLANE D-1 DEMO PLAN 1/4" = V-0" i FORUM PHI 174 Midland Ave, Suite 201 P.O. Boz 1606 Basalt, Colorado 51621 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy GEOTECH MECHANICAL CIVIL DRAWN BY: $MW COPYRIGHT Forum Phi LLC D2.1 DEMOLITION PLAN 1 : ADDITION 114" = V-0" e \ • FORUM PHI 174 Midland Ave, Suite 201 P.O. Boz 1606 Basalt, Colorado 81621 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy SURVEYOR GEOTECH STRUCTURAL MECHANICAL LANDSCAPE ARCHITECT DRAWN BY: SMW COPYRIGHT Forum Phi LLC SHEET TITLE A2.1 FLOOR PLAN 2 ENLARGED ROOF PLAN 1(4" = V-0" FORUM PI -41 174 Midland Ave, Suite 201 P.O. Boz 1606 Basalt; Colorado 81621 PHONE: 970.279.4157 FAX: 566.770.5585 Isis Addition 406 E. Hopkins Ave Aspen; Colorado 81611 Suzie Krevoy SURVEYOR MECHANICAL LANDSCAPE ARCHITECT CIVIL 1 COPYRIGHT Forum Phi LLC 1 A2.2 ROOF PLAN I FRONT ELEVATION 114" = 11-0" t: FORUM P14I 174 Midland Ave; Suite 201 P.O. Box 1606 Basalt; Colorado 81621 HONE: 970.279.4157 FAX: 866.770.5585 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy SURVEYOR GEOTECH MECHANICAL LANDSCAPE ARCHITECT 1 MARK'. DATE DESCRIPTION 1 1 COPYRIGHT Forum Phi LLC 1 A3.1 ELEVATIONS SEAM COPPER ROOFING UPOSIrE ROOF MEMBRANE 10000 SHEATHING OVER X/orm AND BLocrING POR BARRIER OVER ;METAL TURN cowosfTE ROOF tE DOWN OVER BLOCKING. G PROVIDED BY MANUFACTURER =- 1z PL11Y000 AND RIPPED 2,X8 TREATED WOOD BLOCKING --FORMED COPPER FASCIA TO MATCH COPPER ROOFING DOOR AND FRAME SCHEDULE WINDOW SCHEDULE DOOR DETAIL WSIZEHT Operaton HEAD JAMB SILL FIRE RATING NOTES WIDTH HEIGHT SIZE 3' 8'-6" Single Door Single Swing KDO 6-2" 8'-6" Double Door Single Swing Fixed 6' 9' Other CASE OPENING 10'-11' 4'-6" 8' Doub!e boor Single Swing 4'-4" 4'-5" 3' 8' Single Door Single Swing W04 4' 4' Double Door Single Swing Side Hung S'-6' Single Door Sliding 2'-6" 5' aD06618' 8' Single Door Single Swing W06 8' 5'-6" W Single Door Single Swing Side Hung W10 8' Single boor Single Swing SEAM COPPER ROOFING UPOSIrE ROOF MEMBRANE 10000 SHEATHING OVER X/orm AND BLocrING POR BARRIER OVER ;METAL TURN cowosfTE ROOF tE DOWN OVER BLOCKING. G PROVIDED BY MANUFACTURER =- 1z PL11Y000 AND RIPPED 2,X8 TREATED WOOD BLOCKING --FORMED COPPER FASCIA TO MATCH COPPER ROOFING SHINGLE OVER YON LAYER OVER NE OVER C2'PLYWD. 4N9 BATT INSULATION 'r METAL STUDS 4�F.M.UNIi 5'.ME7Ai. STUDS o A.ff. UNITS g REFER TO SECTION -- NSULATKIN AND INFERIOR �� FOR ADDITIONAL FINISHES NVQ FN.UN/T INFORMATION '? II '\ �< L----�ORMEO COPPER FLASHING - ' --HEAD FLASHING WITH 11111 i • - RDD aW SENANT -COPPER SHINGLE OVER SEPARATION . t -. _.--ALUMINUM CLAD WOOD i LAYER OVER BITUTHENE OVER i WINDOW FRAME V2'PLYWD.SHEATH/NG ' 1... - ..._HEAD EXTENSION -SH/M: A5. METAL STUDS I REWIRED• (NJ.G® FM.4810 0 GUTTER C F.M.U. WINDOW HEAD @ COPPER SHINGLES 43,; 1,_0; 3" P-0" D03 DETAIL T' _ 11-0" D01 _ DETAIL 3" _ y-6, STANDING SEAM COPPER ROOFING. STANDING SEAM COPPER ROOFING OVER COMPOSITE ROOF MEMBRANE OVER COMPOSITE ROOF MEMBRANE eere:•e+4.m- OVER PLYWOOD SHEATHING OVER - - OVER PLYWOOD SHEATHING OVER RIGID INSULATION AND BLOCK/NG RKER INSULATION AND BLCCKlNG _6•3'a"i e' _ e ..sL^ �---- � - _ _ OVER VAPOR BARRIER OVER METAL OVER VAPOR BARRIER OVER METAL "'-'- �� DECKING ' !)ECXJNG. TURN COMPoS?£ ROOF .. , MEMBRANE DOWN OVER BLOCKING: V '.. TWOOD E HOOTED -- I I2'PLYWODD AND RIPPED 2X8 + , TREATED WOW BLOCKING _ _ _ - TOO REATED STEEL BENT PLAT -BENT PLATE -SEE STRUCTURAL it t-FGRNED COPPER FASCIA TO I MATCH COPPER ROOFING u SIM. F.M. UNIT W02 WALL SECTION 3/8" = '1'-0" W01 WALL SECTION 3/8" = V-0" TO BASE t ti • M PAI 174 Midland Ave, Suite 201 P.O. Box 1606 Basalt, Colorado 81621 PHONE: 970.279.4157 FAX: 866.770.5585 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy ISURVEYOR MECHANICAL ` WINDOW SCHEDULE MARK WIDTH HEIGHT SIZE HD HT Operation Type NOTES W01 4'-4" 5'-41/2" 11'-41/2" Fixed W02 4'-4" 4'-11" 10'-11' Fixed W03 4'-4" 4'-5" 10'-5" Fixed W04 4' 4' 9' Side Hung W05 2'-6" 5' 8' Side Hung W06 8' 5'-6" 9' Side Hung W10 6-6" 2' 2'-6" Top Hung W11 5'-21/2" 2' 2'-6" Top Hung W12 5'-2 1/2" 1 2' Z-6" Top Hung SHINGLE OVER YON LAYER OVER NE OVER C2'PLYWD. 4N9 BATT INSULATION 'r METAL STUDS 4�F.M.UNIi 5'.ME7Ai. STUDS o A.ff. UNITS g REFER TO SECTION -- NSULATKIN AND INFERIOR �� FOR ADDITIONAL FINISHES NVQ FN.UN/T INFORMATION '? II '\ �< L----�ORMEO COPPER FLASHING - ' --HEAD FLASHING WITH 11111 i • - RDD aW SENANT -COPPER SHINGLE OVER SEPARATION . t -. _.--ALUMINUM CLAD WOOD i LAYER OVER BITUTHENE OVER i WINDOW FRAME V2'PLYWD.SHEATH/NG ' 1... - ..._HEAD EXTENSION -SH/M: A5. METAL STUDS I REWIRED• (NJ.G® FM.4810 0 GUTTER C F.M.U. WINDOW HEAD @ COPPER SHINGLES 43,; 1,_0; 3" P-0" D03 DETAIL T' _ 11-0" D01 _ DETAIL 3" _ y-6, STANDING SEAM COPPER ROOFING. STANDING SEAM COPPER ROOFING OVER COMPOSITE ROOF MEMBRANE OVER COMPOSITE ROOF MEMBRANE eere:•e+4.m- OVER PLYWOOD SHEATHING OVER - - OVER PLYWOOD SHEATHING OVER RIGID INSULATION AND BLOCK/NG RKER INSULATION AND BLCCKlNG _6•3'a"i e' _ e ..sL^ �---- � - _ _ OVER VAPOR BARRIER OVER METAL OVER VAPOR BARRIER OVER METAL "'-'- �� DECKING ' !)ECXJNG. TURN COMPoS?£ ROOF .. , MEMBRANE DOWN OVER BLOCKING: V '.. TWOOD E HOOTED -- I I2'PLYWODD AND RIPPED 2X8 + , TREATED WOW BLOCKING _ _ _ - TOO REATED STEEL BENT PLAT -BENT PLATE -SEE STRUCTURAL it t-FGRNED COPPER FASCIA TO I MATCH COPPER ROOFING u SIM. F.M. UNIT W02 WALL SECTION 3/8" = '1'-0" W01 WALL SECTION 3/8" = V-0" TO BASE t ti • M PAI 174 Midland Ave, Suite 201 P.O. Box 1606 Basalt, Colorado 81621 PHONE: 970.279.4157 FAX: 866.770.5585 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy ISURVEYOR MECHANICAL ` CWl/.INuE rNEH r' AND UNDER ROOF MEM ANE COPPER SOFFIT AHD I a' 3'REINFORCED CONCRETE TOPPING ' HPC '2/01/08 ESIGNREVIEW I FASCIA MATCH COPPER ROOFING H(D:a SIB WTH RADIANT HEAT TUBING FalU WHERE OCCURS) O✓ER WATERPROOF RAF MARK:. DATE DESCRIPTION STEEL BEAM WHERE OCCURS- ( ' - EEL BEAM WHERE C•CC(1RS- l ' r -� TURBR OO OVER MBTANE UP WALLLI� TURN ROOF SEE STRUCTURAL l SEE STRUCTURAL MINIMUM. I i 11.-sHGQT To STEEL BEAM SEE PLAN R DIN. -_-� {--- �:— -._ -T- ^-.JPJ'�Q` - - — -- PROJECT NO: 020 .:. - -^--BLOCKING-SHOOT TO STEEL REAM -R �p :I'., t °. } . • + : _ - DRAWN BY: SMW COPYRIGHT Forum Phi LLC is i ii - PER SHINGLE OVER .SEPARATION !�# •.; - -- -- SHEET TITLE __.. . •., . S -' -IL LAYER OVER BITOTHENE OVER >' •. • > it wPPER SHINGLE OVER SEPARATION L i %2 PLYWO. SHEATHING • � .-. .; . �—STRUCTURAL DECK _____„________� , LAYER OVER BITUTNENE OVER %z'RLYWD. SHEATHING METAL STUDS I T ,,,i ---------------- i. STUDS --i -L- _--- - �� - �' --^6'METAL STUDS { I NOTE+ %2'ASPHALT IMPREGNATED FLOATING FLOOR SYSTEM I.:: BACKER BOARD SHALL BE MODEL RIM BY .. SWIDE CONCRETE CURB K/NETXS NDISE CONFROl,INC. (SEE STRUCTURAL) -- �' —iNSULATbN AND INTERIOR '- t ' NSULAT/ON AND INTERIOR- FIN/SAES NIC:M FM,UNIT ---RIGID INSULATION i FINISHES NdG,e FM.UNLT0 OF OVERHANG @ F.M.U. TYPICAL EXT. WALL BASE sN�COND TIDN RAKE FASCIA @ F.M.U. 04N 1'-0.. 1i/p" - 1'-0„ 3" - r-0.. ASSEMBLIES D04 DETAIL 3" = 1'-0" D02 DETAIL 3" = T-0" D05 DETAIL 11/2"= 1'-0" 1 UNIT.B - PROPOSED 1/8" = 1'-0" 0 0 0 2 UNIT:B - EXISTING 1/8" = 1'-0" PROPOSED F.A.R. CALCULATION ALLOWABLE FAR TDR TOTAL ALLOWABLE NET LIVABLE ALLOWABLE DECKS (15%) EXISTING UNIT NET AREA PROPOSED NET AREA TOTAL UNIT NET AREA EXISTING F.A.R. CALCULATION ALLOWABLE FAR ALLOWABLE DECKS (15%) UNIT NET AREA UNIT GROSS AREA 2,000 SF - NET LIVABLE 500 SF 2,500 SF - NET LIVABLE 300 SF 1,970 SF 498 SF 2,468 SF - NET LIVABLE 2,000 SF - NET LIVABLE 300 SF 1,970 SF 2,070 SF F7 LA 174 Midland Ave, Suite 201 P.O. Box 1606 Basalt, Colorado 81621 PHONE: 970.279.4157 FAX: 866.770.5585 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy CONSULTANTS SURVEYOR GEOTECH #GEOTECH STRUCTURAL #STRUCTURAL MECHANICAL #MECHANICAL LANDSCAPE ARCHITECT #LANDSCAPE ARCHITECT CIVIL CONTRACTOR HPC 5/07/08 PESIGNREVIEW MARK DATE DESCRIPTION PROJECT NO: 0720 DRAWN BY: SMW COPYRIGHT Forum Phi LLC SHEET TITLE FAR ANALYS I S -- JL 1 ADDITION 1/4" = 1'-0" 174 Midland Ave, Suite 201 P.O. Box 1606 Basalt, Colorado 81621 PHONE: 970.279.4157 FAX: 866.770.5585 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy CONSULTANTS SURVEYOR #SURVEYOR GEOTECH #GEOTECH STRUCTURAL #STRUCTURAL MECHANICAL #MECHANICAL LANDSCAPE ARCHITECT #LANDSCAPE ARCHITECT CIVIL CONTRACTOR HPC 5/07/08 DESIGN REVIEW MARK DATE I DESCRIPTION PROJECT NO: 0720 DRAWN BY: SMW COPYRIGHT Forum Phi LLC 1 SHEET TITLE 1 A2,01 FLOOR PLAN 2 I i NEW SKYLIGHT TO MATCH EXISTINGS (�fYP. OF 6) i im gtrP 7 6R c fi MECHANICAL t � DECK --------------- -4 , , ' L ..>:,:. -- ;.:;. - - - - - - .:......:. -:..:�;.�.Ac,;maau;<-.,-...r..�,.::-�` �, �.;n>a-.::-x �;..�_��._� _ • _ _..o..ea. _ _ _ _ � � .,. ,. - .... - «,. - - - _. s _ .,._ � ...^ ._ _ - ^-. � ._.._ , � _. � �. _-......_ ------ _ ------ - . _..- ..........., ._ v, _.. - «.- - «.....,...... -_ .w_..xr_w,.�. _ _ _ _ • k < RAISE ,,EX15TI,NCvAI€+Arvt1 TO REMAIN] im 0 -o 174 Midland Ave, Suite 201 P.O. Box 1606 Basalt, Colorado 81621 PHONE: 970.279.4157 FAX: 866.770.5585 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy CONSULTANTS SURVEYOR #SURVEYOR GEOTECH #GEOTECH STRUCTURAL #STRUCTURAL MECHANICAL #MECHANICAL LANDSCAPE ARCHITECT #LANDSCAPE ARCHITECT CIVIL CONTRACTOR HPC 5/07/08 PESIGN REVIEW MARK DATE I DESCRIPTION PROJECT NO: 0720 DRAWN BY: SMW COPYRIGHT Forum Phi LLC SHEET TITLE A2,02 ROOF PLAN 3 fi MECHANICAL t � --------------- 0 -o 174 Midland Ave, Suite 201 P.O. Box 1606 Basalt, Colorado 81621 PHONE: 970.279.4157 FAX: 866.770.5585 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy CONSULTANTS SURVEYOR #SURVEYOR GEOTECH #GEOTECH STRUCTURAL #STRUCTURAL MECHANICAL #MECHANICAL LANDSCAPE ARCHITECT #LANDSCAPE ARCHITECT CIVIL CONTRACTOR HPC 5/07/08 PESIGN REVIEW MARK DATE I DESCRIPTION PROJECT NO: 0720 DRAWN BY: SMW COPYRIGHT Forum Phi LLC SHEET TITLE A2,02 ROOF PLAN 1 FRONT ELEVATION 1/4" = 1'-0" • • FORUM PHI 174 Midland Ave, Suite 201 P.O. Box 1606 Basalt; Colorado 81621 PHONE: 970.279.4157 FAX: 866.770.5585 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 8161.1 Suzie Krevoy CONSULTANTS SURVEYOR GEOTECH STRUCTURAL #STRUCTURAL MECHANICAL #MECHANICAL LANDSCAPE ARCHITECT #LANDSCAPE ARCHITECT CIVIL CONTRACTOR #CONTRACTOR kHC 5/07/08 ES/GN REVIEW RK DATE DESCRIPTION JECT NO: 0720 WN BY: SMW COPYRIGHT Forum Phi LLC 1 SHEET TITLE 1 A3,01 ELEVATIONS SECTION SECTION SECTION SCALE: 1M4" _ SECTION SECTION 1'-0'I ...... Aj FORUM PHI 174 Midland Ave, Suite 201 P.O. Box 1606 Basalt, Colorado 81621 PHONE: 970.279.4157 FAX: 866.770.5585 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy CONSULTANTS SURVEYOR GEOTECH #GEOTECH STRUCTURAL #STRUCTURAL MECHANICAL LANDSCAPE ARCHITECT #LANDSCAPE ARCHITECT CIVIL CONTRACTOR HPC 5/07/08 ESIGN REVIEW MARK DATE DESCRIPTION PROJECT NO: 0720 DRAWN BY: SMW COPYRIGHT Forum Phi LLC SHEET TITLE A4,01 SECTIONS ---------------------------- 0 Y - Q is 1 Of lily SECTION SCALE: 1M4" _ SECTION SECTION 1'-0'I ...... Aj FORUM PHI 174 Midland Ave, Suite 201 P.O. Box 1606 Basalt, Colorado 81621 PHONE: 970.279.4157 FAX: 866.770.5585 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy CONSULTANTS SURVEYOR GEOTECH #GEOTECH STRUCTURAL #STRUCTURAL MECHANICAL LANDSCAPE ARCHITECT #LANDSCAPE ARCHITECT CIVIL CONTRACTOR HPC 5/07/08 ESIGN REVIEW MARK DATE DESCRIPTION PROJECT NO: 0720 DRAWN BY: SMW COPYRIGHT Forum Phi LLC SHEET TITLE A4,01 SECTIONS EX15TIN& OR16K LO STONE! CAP TO BE ' SLOPING PARAPET BEY REPAIR OR REFLAt AATtRFR0OF MEM AREA DRAINS A5 x 3/4" EPIE DECK OVER Fl 3/4" FURING OVER STRI XISTIN6 ERIC K ov (`IO CFMT'E BLDCL, F—xl5TJN& CeONCRET A WALL SECTION 1/2" = 1'-0" 174 Midland Ave, Suite 201 P.O. Box 1606 Basalt, Colorado 81621 PHONE: 970.279.4157 FAX: 866.770.5585 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy CONSULTANTS SURVEYOR #SURVEYOR GEOTECH STRUCTURAL #STRUCTURAL MECHANICAL #MECHANICAL LANDSCAPE ARCHITECT CIVIL CONTRACTOR HPC 5/07/08 DESIGN REVIEW MARK DATE I DESCRIPTION ' PROJECT NO: 0720 DRAWN BY: SMW COPYRIGHT Forum Phi LLC SHEET TITLE A4,02 SECTIONS Abbreviations: A Astragal ADD Addendum ADJ Adjustable AFF Above Finish Floor AHU Air -Handling Unit ALT Alternate ALUM Aluminum APPROX Approximately ARCH Architect, Architectural B Base BLDG Building BLKG Blocking BO By Others BR Bedroom BRD Board BRK Brick BSBD Baseboard BSMT Basement BTM Bottom BTWN Between C Carpet, Cornice CAB Cabinet CH Ceiling Height CL Center Line, Closet CLG Ceiling CLR Clear COL Column CONC Concrete CONT Continuous CP Ceiling Paint CRS Courses CT Ceramic Tile CTG Coating DBL Double DH Double Hung DIA Diameter DIAG Diagonal DIFF Diffuser DIM Dimension DISP Disposal DN Down DR Door DTL Detail DWG Drawing EXIST Existing ELEC Electrical ELEV Elevation ENCL Enclosure EQ Equal EQUIP Equipment EXP Expansion EXT Exterior FC Field Check FD Floor Drain, Field Dimension FF Finish Floor FIN Finish FIX Fixture FLR Floor FO Finish Opening FOW Face of Wall FR Fire -rated DT Foot DA Gauge GALV Galvanized GC General Contractor GL Glass, Glazing GR Grade GWB Gypsum Wall Board HOR Horizontal HM Hollow Metal HT Height HVAC Heating, Ventillation, Air -Conditioning ID Inside Dimension, Inside Diameter IN Inch INS Insulation, Insulated INT Interior JT Joint KIT Kitchen L Length LAM Laminated LAV Lavatory LT Light M Mirror MAT Material MAX Maximum MB Marble MECH Mechanical MEMB Membrane MIN Minimum MLDG Molding MO Masonry Opening MTG Mounted MTL metalNIC Not in Contract NO Number NOM Nominal NTS Not to Scale OA Overall OC On Center OD Outside Dimension, Outside Diameter OH Opposite Hand OPP Opposite P Paint, Panel PL Plastic Laminate PLUM plumbing PLYWD Plywood POL Polished PT Paint PTD Painted PVC Poly Vinyl Chloride QT Quarry Tile R Riser, Chair Rail RAD Radius RD Roof Drain RE Refer to REF Refrigerator, Reference REFL Reflected REQ Required REV Revision RH Right Handed Rm Room RO Rough Opening RTD Rated SC Solid Core, Skim Coat SECT Section SH Shelf SHT Sheet SHWR Shower Slm Siliar SPEC Specification SQ Square SS Stainless Steel ST Stone STD Stained STL Steel SUSP Suspended SYM Symmetrical T Tread, Trim T&G Tongue and Groove TAN Tangent TEMP Tempered, Temporary THK Thick TO Trimmed Opening TYP Typical UON Unless Otherwise Noted UTIL Utility VT Vinyl Tile VIF Verify in Field W Washer W/ With WC Water Closet, Wall Covering WD Wood WF Wood Flooring W/O Without WP Water -proof Fire Safety Note 1. All building materials stored at the construction area, and/or in any area of the building are to be secured in a locked area. Access to suck areas is to be controlled by the Owner and/or the General Contractor. 2. All materials to be stored in an orderly manner. 3. All flammable materials to be kept tightly sealed in their respective containers. Such materials are to be kept away from all heat sources. 4. All flammable materials to be used and stored in adequately ventilated spaced. 5. All electrical power to be shut off where there is exposed conduit. 6. All electrical power in the construction area to be shut off after working hours. 7. The contractor will, at all times, make sure there is no leakage of natural gas in the building, or any flammable gas used in construction. 8. The contractor shall provide fire sprinkler protection throughout the building. The contractor shall be responsible for preparing drawings and specifications and obtaining the permits for the fire sprinkler system. The fire sprinkler system must meet the requirements of all applicable codes and ordinances. General Demolition Notes 1. Demolition and removal of existing walls, partitions, ceilings, denoted and graphically indicated. 2. Remove all existing mechanical items, plumbing, piping and electrical components in their entirety except as specified 3. Work initiated to the exterior of the existing building is limited to the areas noted and graphically indicated on the drawings. Any other exterior work shall not be initiated without the prior written consent and knowledge of the building authority and architectural designer. 4. The contractor shall provide all required protection and measures throughout the demolition and removal work for: the existing exterior of the building; the existing interior space to remain and the existing adjacent finishes and items which are N.I.C. 5. The performance of any demolition work by the contractor or any sub -contractor shall be executed in accordance with the building code of the State of Colorado and all other applicable codes and regulations. 6. The contractor shall obtain, prior to the commencement of the demolition work and with the consent of the base building management and owner of such work, all legal and regulatory permits as may be required for: demolition, containers, carting, hauling, public way access or closing , and the disconnection and shut-off of all utilities as may be required. 7. The contractor is required the repair any imperfections to existing surfaces caused by the demolition process with the same of like materials unless specifically indicated otherwise on the drawings and/or specifications. 8. The contractor shall remove all door & jamb sets as indicated on drawings & save for eventual reinstallation. 9. The contractor shall remove all light fixtures & mechanical grills as indicated on drawings and save for eventual re -installation. General Notes 1. All work and materials furnished shall comply with The State of Colorado Building Code, The State of Colorado Fire Code, The State of Colorado Regulations, the regulations of the National Board of Fire Underwriters, National Fire Protective Association Requirements and all Federal, State, and Municipal authorities having jurisdiction over the work. 2. Before ordering any materials or doing any work„ each trade shall verify all measurements at the building and shall be responsible for correctness of the same. No extra charge or compensation will be allowed on account of difference between actual dimensions and the measurements indicated on the drawings; any discrepancies between the drawings and field conditions which may be found shall be submitted to the architectural designer for consideration and clarification before proceeding with the work. The contractor shall be responsible for any deviations from the contract documents. 3. All the architectural designer's drawings and construction notes are complimentary and what is called for by either will be binding as if called for by all; any work shown or referred to on any one drawing shall be provided as shown on all drawings. 4. The work to be performed consists of furnishing all labor, equipment, tools, transportation, supplies, fees, materials, and services in accordance with these notes and drawings; and includes performing all operations necessary to construct and install complete, in satisfactory condition, the various materials and equipment at the locations shown. 5. Full size or large scale details or drawings shall govern small scale drawings which they are intended to amplify. 6. The standard specifications of the manufacturer for products called for in drawings and notes are hereby made part of these notes with the same force and effect as though herein written out in full. 7. All materials required for the performance of this work shall be new and of the best quality of the kinds specified. The use of old or second-hand materials is_Cri,tlyforbidden, except for locations on the drawings that refer to removal and relocation of materials or equipment. Materials shall be used in accordance with the manufacturer's specifications. The contractor shall submit all product warranties. The contractor shall warranty all work as per State of Colorado regulations. 8. The premises and job site shall be maintained in a reasonably neat and orderly condition and kept free from accumulation of waste materials and rubbish during the entire construction period. The contractor shall remove all crates, cartons and other trash from the work areas each day and shall be responsible for its proper disposal. The premises shall be protected throughout construction and shall be turned over in spotless and orderly condition. All fixtures and equipment will be left in undamaged, bright, clean, and polished condition. 9. All work shall be subject to final inspection by the architectural designer. 10. All plumbing and electrical work shall be performed by persons licensed in their trades. 11. The contractor shall take all necessary precautions to insure the safety of the building, its occupants and the general public during construction. 12. The contractor will abide by all the rules and regulations set forth by the building's legal managing agent, noting particularly any restrictions on noise, use of public entries, use of power tools, timely and proper debris removal, materials, storage, and established working hours. 13. The contractor shall be responsible for providing a radon mitigation system throughout the building which shall meet the requirements of all applicable codes and ordinances, including the efficient building ordinance section 11.5. The contractor shall be responsible for preparing all drawings and specifications required for this radon mitigation system. 14. All dimensions take precedence over the scale of drawings U.O.N. All dimensions are to the face of stud or to the face of concrete U.O.N. All exterior studs to be 2X6 U.O.N. all interior studs to be 2X4 U.O.N. 15. All interior stud walls & ceilings shall have 3''/s" sound attenuation batts U.O.N. 16. No portion of the construction operations which requires a shop drawing or a sample submission shall commence until the submission has been reviewed and approved by the contractor then reviewed and approved for design intent only by the architectural designer. All such construction operations shall be in accordance with reviewed show drawings and samples. 17. Shop drawings are required for all shop fabricated work. This work includes, but is not limited to, exterior and interior finish materials, structural and decorative steel, and built-in cabinetry. 18. Product submittals are required for all individually specified products, including but not limited to, doors, windows, electrical fixtures, plumbing, appliances, and hardware. 19. The contractor is responsible for providing all access panels as required by governing codes to all voids, attics, etc... The contractor must verify the type required with the architect prior to installation of said panels. General Safety Notes 1. Construction work will be confined to the immediate area of work and will not create dust, dirt, or other such inconveniences to surrounding properties. 2. Construction operations will not block sidewalks or means of egress for tenants of the adjacent buildings without 36 hours prior written notification. 3. Construction operations will not involve interruption of heating, water, fire alarm, or electrical services to the other tenants of the building 4. Construction operations shall be restricted to the hours indicated by building authorities. Except in the case of emergency and notification of the building authority 5. The contractor and sub -contractors shall be responsible for any property damage of the building owner or the personal property of any persons of the building due to the construction operations. 6. Strict supervision shall be maintained at all times during the course of construction operations as to minimize inconvenience to persons of the building and adjacent properties. 7. During and following demolition, each contractor shall be responsible for the removal from the premises all debris and products of the demolition not designated for reuse. The site shall be left broom clean at the end of each working day. 8. Refuse from construction operations is the sole responsibility and expense of the contractor and the sub -contractors. Refuse shall be disposed of in separate dumpsters or bins maintained at an approved location in the front of the building. Dumpsters and bins must be removed on a weekly basis. Construction materials shall be maintained and stored on the site, with the approval of the building authority, or on the street during the course of delivery. 9. Construction work will be confined to the indicated areas and will not create dust or other such inconvenience to the other adjacent properties. 10. Construction operations will not block sidewalks, driveways or means of egress for tenants of adjacent properties. 11. Demolition: All debris and products of demolition not designated for refuse shall be removed from the premises and legally disposed of. The site shall be left broom clean at the end of every working day. PROJECT INDEX SHEET INDEX ID Name CVR COVER A0.1 GENERAL NOTES A0.2 FAR ANALYSIS A0.3 VIEWPLANE D2.1 DEMOLITION PLAN A2.1 FLOOR PLAN A2.2 ROOF PLAN A2.3 ROOF PLAN A3.1 ELEVATIONS A4.1 SECTIONS A6.1 ASSEMBLIES MMr'1 ICT C%ITr MAR 1 7 2008 CITY OF ASPEN COMMUNITY DEVELOPMENT 174 Midland Ave, Suite 201 P.O. Box 1606 Basalt, Colorado 81621 PHONE: 970.279.4157 FAX: 866.770.5585 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy 1 CONSULTANTS 1 SURVEYOR #SURVEYOR GEOTECH #GEOTECH STRUCTURAL #STRUCTURAL MECHANICAL gMECHANICAL LANDSCAPE ARCHITECT (#LANDSCAPE ARCHITECT CIVIL CONTRACTOR MAR 1 7 2008 CITY OF ASPEN COMMUNITY DEVELOPMENT HPC 2/01/08 PESIGNREVIEW MARK DATE I DESCRIPTION 7 PROJECT NO: 0720 DRAWN BY: SMW COPYRIGHT Forum Phi LLC 1 SHEET TITLE 1 A0. 1 GENERAL NOTES LJ O 1 UNIT:B - PROPOSED 1/8" = V-0" 0 Is - 2 2 UNIT:B - EXISTING O (D c 0 v 1/8" = 1'-0" PROPOSED F.A.R. CALCULATION ALLOWABLE FAR TDR TOTAL ALLOWABLE NET LIVABLE ALLOWABLE DECKS (15%) RECEIVED MAR 1 7 2008 CITY OF ASPEN COMMUNITY OEvE,..0 IVv't-NT 2,000 SF - NET LIVABLE 500 SF 2,500 SF - NET LIVABLE 300 SF EXISTING UNIT NET AREA 1,970 SF PROPOSED NET AREA 498 SF TOTAL UNIT NET AREA EXISTING F.A.R. CALCULATION ALLOWABLE FAR ALLOWABLE DECKS (15%) UNIT NET AREA UNIT GROSS AREA 2,468 SF - NET LIVABLE 2,000 SF - NET LIVABLE 300 SF 1,970 SF 2,070 SF FINOTO I'VE90 ME =1 174 Midland Ave, Suite 201 P.O. Box 1606 Basalt, Colorado 81621 PHONE: 970.279.4157 FAX: 866.770.5585 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suze Krevoy CONSULTANTS SURVEYOR 1E�.Y01:7M677 GEOTECH #GEOTECH STRUCTURAL #STRUCTURAL MECHANICAL #MECHANICAL LANDSCAPE ARCHITECT #LANDSCAPE ARCHITECT CIVIL CONTRACTOR HPC 2/01108 PESIGNREVIEW MARK DATE I DESCRIPTION PROJECT NO: 0720 DRAWN BY: SMW COPYRIGHT Forum Phi LLC SHEET TITLE FAR ANALYSIS • • RECEIVED • MAR 1 7 zoo3 CITY OF ASPEN COMMUNITY gEVELOPr ENT • • FICAN I JOB NNW 174 Midland Ave, Suite 201 P.O. Box 1606 Basalt, Colorado 81621 PHONE: 970.279.4157 FAX: 866.770.5585 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy CONSULTANTS SURVEYOR #SURVEYOR GEOTECH #GEOTECH STRUCTURAL #STRUCTURAL MECHANICAL LANDSCAPE ARCHITECT CIVIL (0 (CONTRACTOR A { A3 fi 10 13 D-1 DEMO PLAN 1/4" = 1'-0" HPC 1 2/01/08 DESIGN REVIEW MARK I DATE I DESCRIPTION ' PROJECT NO: 0720 DRAWN BY: SMW COPYRIGHT Forum Phi LLC SHEET TITLE D2,01 DEMOLITION PLAN RECEIVED MAR 1 7 2008 CITY OF ASPEN COMMUNITY Ute'= 0 SMT • • FORUM PHI 174 Midland Ave, Suite 201 P.O. Box 1606 Basalt, Colorado 81621 PHONE: 970.279.4157 FAX: 866.770.5585 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy CONSULTANTS SURVEYOR GEOTECH #GEOTECH STRUCTURAL MECHANICAL U11 #MECHANICAL 1 ADDITION 1/4" = 1'-0" LANDSCAPE ARCHITECT #LANDSCAPE ARCHITECT CIVIL CONTRACTOR HPC 1 2/01/08 PESIGN REVIEW MARK I DATE DESCRIPTION ' PROJECT NO: 0720 DRAWN BY: SMW COPYRIGHT Forum Phi LLC 1 SHEET TITLE A2,01 FLOOR PLAN NEW SKYLIGHT TO MATCH EXISTINGS (TYP. OF 6) RECEIVE MAR 1 7 CITY O COMMUNITY'��°� UP &ate C T, DECK i n E S , i I t i i i I s f t € k j3 lg { i t i f 1 t (13) QJ4 2 ENLARGED ROOF PLAN 1/4" = 1'-0" o I �- 174 Midland Ave, Suite 201 P.O. Box 1606 Basalt, Colorado 81621 PHONE: 970.279.4157 FAX: 866.770.5585 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy CONSULTANTS SURVEYOR GEOTECH #GEOTECH STRUCTURAL #STRUCTURAL MECHANICAL #MECHANICAL LANDSCAPE ARCHITECT #LANDSCAPE ARCHITECT CIVIL CONTRACTOR HPC 2/01108 DESIGN REVIEW MARK DATE I DESCRIPTION PROJECT NO: 0720 D RAW N BY: SMW COPYRIGHT Forum Phi LLC SHEET TITLE A2.2 ROOF PLAN , A5 i I t i i i I s f t € k j3 lg { i t i f 1 t (13) QJ4 2 ENLARGED ROOF PLAN 1/4" = 1'-0" o I �- 174 Midland Ave, Suite 201 P.O. Box 1606 Basalt, Colorado 81621 PHONE: 970.279.4157 FAX: 866.770.5585 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy CONSULTANTS SURVEYOR GEOTECH #GEOTECH STRUCTURAL #STRUCTURAL MECHANICAL #MECHANICAL LANDSCAPE ARCHITECT #LANDSCAPE ARCHITECT CIVIL CONTRACTOR HPC 2/01108 DESIGN REVIEW MARK DATE I DESCRIPTION PROJECT NO: 0720 D RAW N BY: SMW COPYRIGHT Forum Phi LLC SHEET TITLE A2.2 ROOF PLAN • • RECEIVED ' CITY:� OF SPENITY gg • 1 FRONT ELEVATION 1/411 = 1'-0" 174 Midland Ave, Suite 201 P.O. Box 1606 Basalt; Colorado 81621 PHONE: 970.279.4157 FAX: 866.770.5585 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy 1 CONSULTANTS 1 SURVEYOR #SURVEYOR GEOTECH STRUCTURAL #STRUCTURAL MECHANICAL #MECHANICAL LANDSCAPE ARCHITECT #LANDSCAPE ARCHITECT CIVIL CONTRACTOR HPC 1 2/01/08 DESIGN REVIEW MARK I DATE I DESCRIPTION ' PROJECT NO: 0720 DRAWN BY: SMW COPYRIGHT Forum Phi LLC SHEET TITLE A3.1 ELEVATIONS ------------------- it -------------------- SE_ SCALE: 1 0 co N U) Q I SECTION SCALE: 1 SECTION C(IAI C• -1 ECTION SECTION C? T— FORUM PF -1I 174 Midland Ave, Suite 201 P.O. Box 1606 Basalt, Colorado 81621 PHONE: 970.279.4157 FAX: 866.770.5585 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy CONSULTANTS SURVEYOR #SURVEYOR GEOTECH #GEOTECH STRUCTURAL #STRUCTURAL MECHANICAL #MECHANICAL LANDSCAPE ARCHITECT #LANDSCAPE ARCHITECT CIVIL CONTRACTOR HPC 2/01/08 DESIGN REVIEW MARK DATE I DESCRIPTION PROJECT NO: 0720 DRAWN BY: SMW COPYRIGHT Forum Phi LLC SHEET TITLE A4,01 SECTIONS DOOR AND FRAME SCHEDULE MARK DOOR Operation DETAIL HEAD JAMB SILL FIRE RATING NOTES MARK HEIGHT FWSIZEHT 4'-4" D01 3' 8'-6" Single Door Single Swing W02 OVER COMPOSITE ROOF MEMBRANE 4'-11" 10'-11" D02 5'-2" 8'-6" Double Door Single Swing 4'-5" 10'-5" Fixed D03 6' 9' Other Side Hung € i€ OVER VAPOR BARRIER OVER METAL CASE OPENING D04 4'-6" 8' Double Door Single Swing W06 8' DECKING. TURN COMPOSITE ROOF 9' 121-611 D05 3' 8' Single Door Single Swing 2' -----'_.-- �---BLOCKING--SHOOTTO STEEL BEAM MEMBRANE DOWN OVER BLOCKING. D06 6' 8' Double Door Single Swing Top Hung € W12 5'-2 1/2" D07 7'-11" 8'-6" Single Door Sliding BLOCKING --SHOOT TO STEEL REAM 4 D08 2'-6" 8' Single Door Single Swing D09 2'-6" 8' Single Door Single Swing }€ t€ SHR 2'-6" 8' Single Door Single Swing € F GUTTER @ F.M. J. 9' SEAM COPPER ROOFING 3MPOSITE ROOF" MEMBRANE YWOOD SHEATHING OVER SULATION AND BLOCKING POR BARRIER OVER METAL TURN COMPOSITE ROOF !VE DOWN OVER BLOCKING. IG PROVIDED BY MANUFACTURER 900 AND RIPPED 2x8 D WOOD BLOCKING COPPER FASCIA TO "OPPER ROOFING SHINGLE OVER SEPARATION )VER BITUTHENE OVER D. SHEATHING STUDS 311 = 11-011 MARK SIZE D03 DETAIL 3" = 1'-0" WIDTH HEIGHT W01 4'-4" ------- ---- --STANDING SEAM COPPER ROOFING Fixed W02 OVER COMPOSITE ROOF MEMBRANE 4'-11" 10'-11" Fixed 3" REINFORCED CONCRETE TOPPING W03 OVER PLYWOOD SHEATHING OVER 4'-5" 10'-5" Fixed W04 RIGID INSULATION AND BLOCKING — ---- Side Hung € i€ OVER VAPOR BARRIER OVER METAL 2'-6" 5' 8' Side Hung W06 8' DECKING. TURN COMPOSITE ROOF 9' 121-611 Side Hung W10 5'-6" 2' -----'_.-- �---BLOCKING--SHOOTTO STEEL BEAM MEMBRANE DOWN OVER BLOCKING. W11 6-2 1/2" 2' 2'-6" Top Hung € W12 5'-2 1/2" l2" PLYWOOD AND RIPPED 2x8 2'-6" Top Hung BLOCKING --SHOOT TO STEEL REAM 4 TREATED WOOD BLOCKING }€ t€ € F — —FORMED COPPER FASCIA TO #s ; . A MATCH COPPER ROOFING WINDOW SCHEDULE MARK SIZE HD HT Operation Type NOTES WIDTH HEIGHT W01 4'-4" 5'-41/2" 11'-41/2" Fixed W02 4'-4'' 4'-11" 10'-11" Fixed 3" REINFORCED CONCRETE TOPPING W03 4'-4" 4'-5" 10'-5" Fixed W04 41 4' 9' Side Hung € i€ W05 2'-6" 5' 8' Side Hung W06 8' 5'-61' 9' 121-611 Side Hung W10 5'-6" 2' -----'_.-- �---BLOCKING--SHOOTTO STEEL BEAM Top Hung W11 6-2 1/2" 2' 2'-6" Top Hung W12 5'-2 1/2" 2' 2'-6" Top Hung WINDOW IINGLE OVER N LAYER OVER OVER V2" PLYWD. INSULATION TUDS V F.M.UNIT TUDS @ A.H. UNITS AND INTERIOR VJ� @ F M UNIT" VINCLE START POINT .HT -SEE SCHEDULE OPPER FLASHING >HING WITH EALANT CLAD WOOD SAME ENSIGN - SHIM AS (NJ.C. @ F.M. UNIT) HEAD COPPER SHINGLES D01 DETAIL 3" = 1'-0" Z_ STANDING SEAM COPPER ROOFING 11 OVER COMPOSITE ROOF MEMBRANE #LANDSCAPE ARCHITECT OVER PLYWOOD SHEATHING OVER `_ED RIGID INSULATION AND BLOCKING COPPER SOFFIT ANO OVER VAPOR BARRIER OVER METAL i s DECKING. €€ k€ t€ t 1 REATED WOOD BLOCKING BOLTED TO STEEL. BENT PLATE t„ 3" REINFORCED CONCRETE TOPPING STEEL BEAM WHERE OCCURS--- -----BENT PLATE - SEE STRUCTURAL — Z_ --_--.---_----_- t { I 1i ,. --_. _ [ k _ - _ p. tt € ------ - -- s � t€ € i a F RAKE FASCIA "iCii *0 11-011. F s M COPPER SHINGLE OVER SEPARATION LAYER OVER BITUTHENE OVER %2" PLYWL: SHEATHING 1 ! 6" METAL STUDS ------ INSULATION —_-- INSULATION AND INTEFJOR FINISHES NJ,C. @ F.M. UNIT" ! D04 DETAIL 3" = 1 '-0'f COPPER StIINGLE OVER SEPARATION LAYER OVER BITUTHENE OVER Y2' PLYWD. SHEATHING °4'' METAL STUDS S" METAL STUDS 111 Elf -- ------ INSULATION ANIS INTERIOR i1ti FINISHES NJc.-o F.M.UNfT ROOF OVERHANG @ F.M.U. 3S1 x 11_011 D02 DETAIL W02 I �o• `ft. It I WALL SECTION F.M. UNIT 3/8" = 1'-0" REC NEAR 1 7 2008 CITY OF ASPEN COMMUNITY DEVELOPMENT [ NOT@ I ITIN UJIVA I I 10 1111 174 Midland Ave, Suite 201 P.O. Box 1606 Basalt, Colorado 81621 PHONE: 970.279.4157 FAX: 866.770.5585 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy CONSULTANTS SURVEYOR #SURVEYOR GEOTECH STRUCTURAL MECHANICAL #MECHANICAL -- 11 #LANDSCAPE ARCHITECT /� `_ED COPPER SOFFIT ANO 0 TURNED UP 'ROOF MEMBRANE AT BASE. INTERIOR EXTERIOR Ji1 FASCIA TO MATCH COPPER ROOFING Gi 3" REINFORCED CONCRETE TOPPING STEEL BEAM WHERE OCCURS--- — -STEEL BEAMWHERE OCCURS - SEE STRUCTURAL € i€ OVER 2" ROLLOUT ISOLATION MAT. WHERE OCCURS) OVER WATERPROOF ROOF SEE STRUCTURAL tt I MEMBRANE OVER TAPERED INSULATION. SEE PLAN FOR DIM. -----'_.-- �---BLOCKING--SHOOTTO STEEL BEAM - ': MINIMUM. if BLOCKING --SHOOT TO STEEL REAM --_--.---_----_- t { I 1i ,. --_. _ [ k _ - _ p. tt € ------ - -- s � t€ € i a F RAKE FASCIA "iCii *0 11-011. F s M COPPER SHINGLE OVER SEPARATION LAYER OVER BITUTHENE OVER %2" PLYWL: SHEATHING 1 ! 6" METAL STUDS ------ INSULATION —_-- INSULATION AND INTEFJOR FINISHES NJ,C. @ F.M. UNIT" ! D04 DETAIL 3" = 1 '-0'f COPPER StIINGLE OVER SEPARATION LAYER OVER BITUTHENE OVER Y2' PLYWD. SHEATHING °4'' METAL STUDS S" METAL STUDS 111 Elf -- ------ INSULATION ANIS INTERIOR i1ti FINISHES NJc.-o F.M.UNfT ROOF OVERHANG @ F.M.U. 3S1 x 11_011 D02 DETAIL W02 I �o• `ft. It I WALL SECTION F.M. UNIT 3/8" = 1'-0" REC NEAR 1 7 2008 CITY OF ASPEN COMMUNITY DEVELOPMENT [ NOT@ I ITIN UJIVA I I 10 1111 174 Midland Ave, Suite 201 P.O. Box 1606 Basalt, Colorado 81621 PHONE: 970.279.4157 FAX: 866.770.5585 Isis Addition 406 E. Hopkins Ave Aspen, Colorado 81611 Suzie Krevoy CONSULTANTS SURVEYOR #SURVEYOR GEOTECH STRUCTURAL MECHANICAL #MECHANICAL -- LANDSCAPE ARCHITECT #LANDSCAPE ARCHITECT /� AND UNDER ROOF MEMBRANE a SHEATHING LAP BITUTHENE OVER W01 WALL SECTION 3/8" = 1'-0" NOTE:__._..._._...._.1j "ASPHALT IMPREGNATE FLOATING FLOOR SYSTEM IACKER BOARD SHALL BE MODEL RIM BY KINETICS NOISE CONTROLINC. --- -- - 5"WTQE CONCRETE CURB (SEE STRUCTURAL) -- -----RIGID INSULATION TYPICAL EXT. WALL BASE SIS N� CONDITION Me= 11-011 31f = 1'-0" D05 DETAIL 11/2"= 1'-0" CIVIL CONTRACTOR HPC 2101108 PESIGNREVIEW MARK DATE DESCRIPTION PROJECT NO: 0720 DRAWN BY: SMW COPYRIGHT Forum Phi LLC SHEET TITLE A6,01 ASSEMBLIES -COPPER SHINGLES OVER SEPARATION LAYER OVER BITUTHENE OVER PLYWOOD AND UNDER ROOF MEMBRANE a SHEATHING LAP BITUTHENE OVER 0 TURNED UP 'ROOF MEMBRANE AT BASE. INTERIOR EXTERIOR Gi 3" REINFORCED CONCRETE TOPPING REINFORCED CONCRETE TOPPING SLAB (WITH RADIANT HEAT TUBING iz WHERE OCCURS) OVER WATERPROOF MEMBRANE OVER .3Y4"PLYWOOD € i€ OVER 2" ROLLOUT ISOLATION MAT. WHERE OCCURS) OVER WATERPROOF ROOF a (FLOATING FLOOR SYSTEM.? MEMBRANE OVER TAPERED INSULATION. MEMBRANE TO NOTE:__._..._._...._.1j "ASPHALT IMPREGNATE FLOATING FLOOR SYSTEM IACKER BOARD SHALL BE MODEL RIM BY KINETICS NOISE CONTROLINC. --- -- - 5"WTQE CONCRETE CURB (SEE STRUCTURAL) -- -----RIGID INSULATION TYPICAL EXT. WALL BASE SIS N� CONDITION Me= 11-011 31f = 1'-0" D05 DETAIL 11/2"= 1'-0" CIVIL CONTRACTOR HPC 2101108 PESIGNREVIEW MARK DATE DESCRIPTION PROJECT NO: 0720 DRAWN BY: SMW COPYRIGHT Forum Phi LLC SHEET TITLE A6,01 ASSEMBLIES AND UNDER ROOF MEMBRANE ' kk Gi 3" REINFORCED CONCRETE TOPPING SLAB (WITH RADIANT HEAT TUBING € i€ WHERE OCCURS) OVER WATERPROOF ROOF MEMBRANE OVER TAPERED INSULATION. € TURN ROOF MEMBRANE IJP WALT. 1'-O'' e MINIMUM. F •° ' °: o ° °o ..,c ; . A .. ,,n c :. ,o:a '•a > '•a .a STRUCT:IRAL DECD NOTE:__._..._._...._.1j "ASPHALT IMPREGNATE FLOATING FLOOR SYSTEM IACKER BOARD SHALL BE MODEL RIM BY KINETICS NOISE CONTROLINC. --- -- - 5"WTQE CONCRETE CURB (SEE STRUCTURAL) -- -----RIGID INSULATION TYPICAL EXT. WALL BASE SIS N� CONDITION Me= 11-011 31f = 1'-0" D05 DETAIL 11/2"= 1'-0" CIVIL CONTRACTOR HPC 2101108 PESIGNREVIEW MARK DATE DESCRIPTION PROJECT NO: 0720 DRAWN BY: SMW COPYRIGHT Forum Phi LLC SHEET TITLE A6,01 ASSEMBLIES