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HomeMy WebLinkAboutConstruction Documents.508 East Cooper Ave.20210812COVER SHEET & SPECIFICATIONS A0.0 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 0 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021 508 EAST COOPER RESIDENCE 508 EAST COOPER, ASPEN, COLORADO Wiss, Janney, Elstner Associates, Inc. 508 East Cooper ResidenceProject: Architect: Client:WJM 508 LLC 101 South Mill Street, Suite 200 Aspen, CO 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 3609 South Wadsworth Blvd. Suite 400 Lakewood, Colorado 303.914.4300 tel | 303.914.3000 fax 508 East Cooper Avenue Aspen, Colorado 81611 Sheet Index A0.0 Cover Sheet & General Notes A0.1 Reference Elevation D1.0 Second Level Demo Plan D1.1 Third Level Demo Plan D1.2 Fourth Level Demo Plan D1.3 Roof Terrace Demo Plan A1.0 (Not Used) A2.0 Second Level Repair Plan A2.1 Third Level Repair Plan A2.2 Fourth Level Repair Plan A2.3 Roof Terrace Repair Plan A3.0 Building Section A3.1 Elevations and Building Sections A3.2 Partial Building Sections A4.0 Typical Terrace Assembly Details A4.1 Terrace Drain Repair Details A4.2 Terrace Details at Fourth Level A4.3 Terrace Details at Fourth Level A4.4 Terrace Details at Fourth Level A4.5 Terrace Details at Roof A4.6 Waterproofing Details at Roof Terrace A4.7 Waterproofing Details at Hot Tub - Level 5 A4.8 Penetration Waterproofing Details A4.9 Terrace Window Details at Fourth Level A5.0 Typical Hot Fluid-Applied Waterproofing Details A5.1 Typical Hot Fluid-Applied Waterproofing Details Abbreviations ADD'L Additional APPROX Approximate AWB Air / Water Barrier BOT Bottom CONC Concrete (E)Existing EA Each F.V.Field Verify GA Gauge GALV Galvanized IEBC International Existing Building Code IRC International Residential Code MAX Maximum MIN Minimum (N)New NTS Not To Scale OC On Center PL Plate PSF Pounds Per Square Foot REINF Reinforcement REQ'D Required RE:Refer to SIM Similar STL Steel SYM Symmetrical TYP Typical UON Unless Otherwise Noted W/With WRB Weather-Resistive Barrier AREA MAP SCALE: N.T.S.1 N NORTH PROJECT VICINITY MAP - NOT TO SCALE EAST C O O P E R A V E N U E EAST H Y M A N A V E N U E EAST HO P K I N S A V E N U E EAST MA I N S T R E E T EAST D U R A N T A V E N U E SO U T H S P R I N G S T R E E T SO U T H S P R I N G S T R E E T SO U T H S P R I N G S T R E E T SO U T H M I L L S T R E E T PROJECT STRUCTURE S O U T H O R I G I N A L S T R E E T A.General 1.These notes shall supplement the drawings and specifications for the repairs to be performed and apply except where otherwise specifically indicated. Specific notes and details shall take precedence over general notes and details; and, where conflicting requirements exist, the more stringent requirement shall govern. 2.Architect/Engineer's approval must be secured for all substitutions. 3.Contractor is responsible for all permits, inspections, and related fees associated with the execution and completion of the work. 4.All building and site elements not specifically noted for removal shall be protected throughout execution of the work. Any damage shall be repaired by the Contractor at no cost to the Owner. 5.All waste and debris resulting from the work shall be promptly removed and properly disposed of off-site. B.Sequencing of Work 1.Contractor is responsible for traffic control and installing and maintaining the proper signage to direct pedestrian and automotive traffic around the construction area. Barricades shall be installed as necessary to control and direct traffic. C.Discovery and Field Verification 1.All dimensions provided are approximate and shall be field verified by the Contractor and pertinent Sub Contractor(s). Any conflicts that will impact the project cost or schedule shall be brought to the attention of the Architect prior to performing the effected work. 2.Dimensions not provided shall be field measured by Contractor. 3.During construction, the contractor may encounter existing conditions which are not currently known or are at variance with project documentation (discovery). Such conditions may interfere with new construction or require protection and/or support of existing work during construction, or may consist of damage or deterioration to materials or components which could jeopardize the integrity of the building. 4.The Contractor shall notify the Architect of all discoveries he believes may interfere with proper execution of the work or jeopardize the integrity of the building prior to proceeding with work related to such discoveries. 5.The documents may specify dimensions, elevations and construction conditions to be field verified. The Contractor shall be responsible for field verification of all specified conditions prior to proceeding with the construction or fabrication of any components related to such conditions. This field verification shall be made in a timely manner so as to cause no delays in execution of the work. D.Structural Stability During Construction 1.The Contractor shall be responsible for all construction means and methods. 2.The Contractor, in the proper sequence, shall provide appropriate shoring and bracing as may be required during construction to achieve the final completed structure. E.Contractor shall not use heavy equipment nor stack materials in such a way that may over-load the existing structure. F.Governing Building Code: International Existing Building Code (IEBC) 2015 as amended by the municipality of Aspen and International Swimming Pool and Spa Code (ISPSC) 2015. G.Portions of the original construction documents prepared by Poss Architecture + Planning (Poss) have been recreated within these documents for reference and context. These graphics are typically shown with halftone for clarity and to distinguish this information from new information generated by WJE. WJE cannot attest to the accuracy of the Poss documents relative to as-constructed conditions - see Discovery and Field Verification above. GENERAL NOTES A.General Intent 1.The repairs outlined herein are intended to establish a water tight terrace deck assembly at the Level 5 Roof Terrance and Level 4 Terrace, functional surface and subsurface drainage, and continuous integration with adjacent new and existing assemblies. B.Summary of Work Level 2 Terrace - Guest Bedroom §Remove paving system, but topping slab and hydronic heat system to remain §Carefully remove 16-inch square min. of concrete around primary and secondary drains without damaging waterproofing, hydronic tubing, or surrounding construction to remain §Clean existing drains, extend drainage mat as required, and secure filter fabric between drain riser and drainage mat to ensure subsurface drainage remains open §Patch concrete and install new paving system in mortar bed. Level 3 Terrace - Living Dining §Remove and replace paving system and topping slab §Existing waterproofing to remain - inspect and perform any required patching §Clean existing drains, extend drainage mat as required, and secure filter fabric between drain riser and drainage mat to ensure subsurface drainage remains open §New pedestal set paving system to accommodate drainage away from lift-and-slide door thresholds down to drainage mat Level 3 Terrace - Guest Bedroom §Remove paving system, but topping slab and hydronic heat system to remain §Carefully remove 16-inch square min. of concrete around primary and secondary drains without damaging waterproofing, hydronic tubing, or surrounding construction to remain §Clean existing drains, extend drainage mat as required, and secure filter fabric between drain riser and drainage mat to ensure subsurface drainage remains open §Patch concrete and install new paving system in mortar bed. Level 4 Terrace - Master Bedroom §Remove and replace paving system and topping slab §Remove terrace waterproofing in its entirety §Remove and replace roof drain §Sump new drain §Relocate waterproofing to concrete structural deck and sump new drains §Install new waterproofing, new drainage mat, insulation, and heated pedestal-set paving system §Establish continuity between the waterproofing and the surrounding wall assemblies Level 5 Terrace - Roof §Remove and replace paving system and topping slab §Remove terrace waterproofing in its entirety §Remove and replace roof drains §Relocate waterproofing to concrete structural deck and sump new drains §Install new waterproofing, new drainage mat, insulation, and heated pedestal-set paving system §Establish continuity between the waterproofing and the surrounding wall assemblies Level 5 Terrace - Hot Tub Area §Remove waterproofing in its entirety §Remove and replace roof drain §Sump new drain §Install new waterproofing and new drainage mat §Install a new sidewall overflow drain §Repair the pedestal support bases such that they are structurally secured and detailed in a watertight manner. §Establish continuity between the waterproofing and the surrounding wall assemblies WATERPROOFING MEMBRANE REPAIR SCOPE SUMMARY BUILDING ENCLOSURE REPAIRS A. General Intent 1. The repairs outlined herein are intended to achieve the following: A. Establish a continuous air/water barrier behind effected wall claddings that is properly integrated with terrace waterproofing, fenestrations, and adjacent assemblies to remain. B. Incorporate sill pan flashings at indicated fenestrations and establish an air barrier seal between these fenestrations and the air/water barrier of the surrounding cladding systems. C. Cap weep holes mistakenly installed through sill cladding at the second floor windows. B. Summary of Work Level 2 Terrace - Guest Bedrooms •Temporarily remove doors, install sill pan flashing, and reinstall existing doors •Repair existing weep holes at all windows •Install continuous backer rod and sealant joint between interior side of all fenestration frames and the rough opening flashings at the sill/threshold, head, and jambs. Level 3 Terrace - Living Room •Temporarily remove stone cladding at base of wall as required to facilitate remove excess mortar and repair to AWB at all penetrations, then reinstall cladding Level 3 Terrace - Guest Bedroom •Remove and replace zinc cladding to facilitate repair to AWB at all penetrations •Temporarily remove sliding door and install sill pan flashing. Reinstall door Level 4 Terrace •Temporarily remove swing door and sliding door/window at south wall of Master Foyer. Install sill pan flashings, reinstall existing swing door and sliding door/window •Remove and replace windows at Mater Bedroom •Install continuous backer rod and sealant joint between interior side of all fenestration frames and the rough opening flashings at the sill/threshold, head, and jambs •Remove and replace all zinc cladding, trim, accessories, etc. to facilitate repairs/replacement of damaged exterior wall assembly and install new AWB. Install new zinc cladding, trim, accessories, etc. •Remove and replace exterior fireplace, design by others •Remove and replace east wall of planter Level 4 Mater Bathroom •Cap existing weep holes at all windows Level 5 Roof Terrace •Remove and replace all zinc cladding, trim, accessories, etc. to facilitate repairs/replacement of damaged exterior wall assembly and install new AWB. Install new zinc cladding, trim, accessories, etc. •Remove kitchenette •Remove planter knee walls Level 5 Terrace - Hot Tub •Temporarily remove hot tub to facilitate repair/replacement to damaged exterior wall assembly and install new AWB. Reinstall hot tub EXTERIOR WALL REPAIR SCOPE SUMMARY ABCD T.O. MECH. LEVEL EL.= 150'-0" (MAX) T.O. ROOF TERRACE EL.= 143'-4" T.O. SECOND LEVEL EL.= 113'-0" T.O. MAIN LEVEL EL.= 100'-0" T.O. THIRD LEVEL EL.= 113'-0" T.O. FOURTH LEVEL EL.= 133'-8" 36'-23 4" 11'-117 16"12'-4"11'-113 8" 13 ' - 0 " 10 ' - 4 " 10 ' - 3 15 16 " 9' - 8 " 6' - 8 " 1 EXTERIOR SOUTH ELEVATION 3/8" = 1'-0" 0 6'-0"4'-0'2'-0" SCALE: 3 8" = 1'-0" 1'-0" REFERENCE ELEVATION A0.1 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 0 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021 1 SECOND LEVEL DEMO PLAN 1/4" = 1'-0" 0 8'-0"4'-0"2'-0" SCALE: 14" = 1'-0" 1'-0" DN UP UP DN 1 1.2 1.3 2 2.5 3 4 5 6 7 1 1.1 1.3 2 2.5 3 4 5 6 7 A B C D A B C D 66'-83 8" 2'-43 8"8'-8"13'-1012"6'-93 4"7'-914"6'-0"14'-612"4'-11"1'-9" 36 ' - 2 3 4" 11 ' - 1 1 3 8" 12 ' - 4 " 11 ' - 1 1 3 8" N PLAN NORTH NOT IN SCOPE GUEST BEDROOM 2 GUEST BEDROOM 1 202 201 ELEVATOR UP FAMILY ROOM LAUNDRY CLOSET CLOSET LEVEL 2 TERRACE 203 SECOND LEVEL DEMO PLAN D1.0 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 0 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021 KEYED NOTES - DEMOLITION PLAN: At Level 4 and above, remove all zinc panel cladding and associated trim, flashings, and hat channel furring. Within the area of cladding removal, remove all weather resistive barrier, and damaged sheathing, framing and insulation that cannot be repaired. Where weather resistive barrier is removed, cut clean and square edges to allow for installation of new water resistive barrier with appropriate lapping and integration into existing. Remove, store, and protect for re-use handrails and zinc panel doors and access panel frames. Remove, store, and protect for re-use swing door and adjacent sidelight windows (where present), lift and slide door/window, or lift and slide doors. Remove and discard surrounding interior finishes and trim. Remove, store, and protect for re-use terrace guardrails and all applicable hardware. Lift and slide doors and thresholds to remain. Protect from construction activities. Remove waterproofing components at sill. Remove and replace existing drains, refer to detail 3/A4.0 Remove and discard paver system, grout bed, mortar bed, drainage mat, as well as hydronic heat tubing back to manifold. Clean out the drain weep holes. Remove and discard paver system, overburden, waterproofing, and snow melt tubing back to manifold at all terraces. Remove, store, and protect for re-use metal coping/plates and associated flashing as necessary. Remove, store, and protect for re-use all lighting, low-voltage equipment, railings, and associated attachments. Remove all landscaping and waterproofing. Remove, store, and protect for re-use concrete coping on remaining planter walls as necessary. Salvage existing planter drains. Remove strainer, clamping ring, and drain riser. Remove all mineral deposits. Clean, store, and prep for re-installation. Ensure all weeps are free from obstruction. Remove hot tub, surrounding coping, and snow melt tubing. Remove south facing knee wall for removal of hot tub. Remove waterproofing below hot tub. Remove, store, and protect for re-use all lighting, low voltage equipment piping, coping support pedestals, and railings and associated attachments. Store and protect hot tub for re-use. Test hot tub to ensure it does not leak prior to re-installation. Remove hearth wall, stone top, and fireplace mantel. Remove and discard windows. Remove planter wall. Remove, store, and protect for re-use all lighting, low-voltage equipment, and railings and associated attachments. Discard concrete coping at demolished walls only. Remove and discard paver system and grout bed on entire terrace; Carefully remove concrete topping slab without damaging hydronic heat tubing around drain and doors as indicated, refer to details on A4.1 Temporarily remove stone ballast adjacent to the window sill, carefully remove granulated cap sheet to allow for access to the existing waterproofing for raising of window sill and tie-in with new waterproofing repair. Remove lower portion of wall framing (temporarily bracing upper portion of wall to remain in place) to allow access to existing terrace waterproofing membrane assembly for removal and replacement with new waterproofing assembly (do not extend deck assembly insulation into enclosed space) Temporarily remove siding as required to facilitate repairs at adjacent conditions. Temporarily remove siding and flashing at base of wall and provide access to Architect/Engineer for review and verification of existing conditions. Remove kitchenette. Cap plumbing. Temporarily remove panels as required to access and detail existing AWB around penetrations. Remove, store, and protect for re-use zinc access panel doors and frames. Stabilize and support stone above and temporarily remove stone veneer cladding at base of wall only as necessary to access drainage cavity and facilitate work called for on sheet A2.1. Remove and discard paver system and grout bed on landing and stairs. Temporarily remove, store, and protect for re-use the precast coping. Remove and discard metal flashing to expose top of underlying framed or CMU perimeter walls. Temporarily remove, store, and protect for re-use the steel coping (channel and bent plate). Remove and discard metal drip flashing. Remove the lower portion of the existing wall AWB, sheathing, and metal wall framing to facilitate installation of concrete curb and elevate metal stud framing above waterproofing surface. GENERAL NOTES - DEMOLITION PLAN: 1.See cover sheet (A0.0) for additional notes and requirements. 2.The plan layout and dimensions depicted on this sheet were taken from the original construction documents. Variations may and likely do exist. Contractor shall field verify all information critical for bidding and execution of the work. 3.Remove, store, and protect for re-use all peripheral items such as furnishings, light fixtures, ceiling fans, door bells, and other items that are within the area of work or that could be damaged as a result of the work to be performed. 4.Once fenestration, surrounding interior finishes, cladding, deck paving, and other overburden materials have been removed and underlying framing and substrate conditions are exposed, notify and provide access to architect/engineer for further review and assessment. Perform additional demolition as directed by architect/engineer. 5. Additional investigation, directed by the Architect/Engineer, will be required at various locations to assess and, if appropriate, explore further conditions that present legitimate concerns with regard to the building enclosure’s performance. These additional investigations are needed to needed to determine the final extent and scope of repair. The Contractor shall facilitate additional investigation work, including but not limited to the following: a. Coordinate with the Architect/Engineer of investigation activities and on-going construction activities. b. Provide equipment as necessary to enable access to the work for Architect/Engineer investigation. c. Perform additional demolition as directed by the architect/engineer. This may result in additional demolition and exploratory openings not identified on the demolition drawings or notes. d. Provide all necessary resources for the implementation of diagnostic water nozzle testing, including but not limited to water (at appropriate pressure) and electricity. 6. All stair treads, risers, landings, and drains within stairwell to remain unless otherwise noted. 1 1.2 1.3 2 2.5 3 4 5 6 7 1 1.1 1.3 2 2.5 3 4 5 6 7 A B C D A B C D 1 THIRD LEVEL DEMO PLAN 1/4" = 1'-0" 0 8'-0"4'-0"2'-0" SCALE: 14" = 1'-0" 1'-0" DN UP UP UP DN 66'-83 8" 2'-43 8"8'-8"13'-1012"6'-93 4"7'-914"6'-0"14'-612"4'-11"1'-9" 36 ' - 2 3 4" 11 ' - 1 1 3 8" 12 ' - 4 " 11 ' - 1 1 3 8" N PLAN NORTH NOT IN SCOPE GUEST BEDROOM GUEST BATHROOM KITCHEN LIVING ROOM LEVEL 3 MAIN TERRACE 300 DINING ROOM 301 302 304 303 LEVEL THREE GUEST TERRACE 305 ELEVATOR THIRD LEVEL DEMO PLAN D1.1 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 0 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021 KEYED NOTES - DEMOLITION PLAN: At Level 4 and above, remove all zinc panel cladding and associated trim, flashings, and hat channel furring. Within the area of cladding removal, remove all weather resistive barrier, and damaged sheathing, framing and insulation that cannot be repaired. Where weather resistive barrier is removed, cut clean and square edges to allow for installation of new water resistive barrier with appropriate lapping and integration into existing. Remove, store, and protect for re-use handrails and zinc panel doors and access panel frames. Remove, store, and protect for re-use swing door and adjacent sidelight windows (where present), lift and slide door/window, or lift and slide doors. Remove and discard surrounding interior finishes and trim. Remove, store, and protect for re-use terrace guardrails and all applicable hardware. Lift and slide doors and thresholds to remain. Protect from construction activities. Remove waterproofing components at sill. Remove and replace existing drains, refer to detail 3/A4.0 Remove and discard paver system, grout bed, mortar bed, drainage mat, as well as hydronic heat tubing back to manifold. Clean out the drain weep holes. Remove and discard paver system, overburden, waterproofing, and snow melt tubing back to manifold at all terraces. Remove, store, and protect for re-use metal coping/plates and associated flashing as necessary. Remove, store, and protect for re-use all lighting, low-voltage equipment, railings, and associated attachments. Remove all landscaping and waterproofing. Remove, store, and protect for re-use concrete coping on remaining planter walls as necessary. Salvage existing planter drains. Remove strainer, clamping ring, and drain riser. Remove all mineral deposits. Clean, store, and prep for re-installation. Ensure all weeps are free from obstruction. Remove hot tub, surrounding coping, and snow melt tubing. Remove south facing knee wall for removal of hot tub. Remove waterproofing below hot tub. Remove, store, and protect for re-use all lighting, low voltage equipment piping, coping support pedestals, and railings and associated attachments. Store and protect hot tub for re-use. Test hot tub to ensure it does not leak prior to re-installation. Remove hearth wall, stone top, and fireplace mantel. Remove and discard windows. Remove planter wall. Remove, store, and protect for re-use all lighting, low-voltage equipment, and railings and associated attachments. Discard concrete coping at demolished walls only. Remove and discard paver system and grout bed on entire terrace; Carefully remove concrete topping slab without damaging hydronic heat tubing around drain and doors as indicated, refer to details on A4.1 Temporarily remove stone ballast adjacent to the window sill, carefully remove granulated cap sheet to allow for access to the existing waterproofing for raising of window sill and tie-in with new waterproofing repair. Remove lower portion of wall framing (temporarily bracing upper portion of wall to remain in place) to allow access to existing terrace waterproofing membrane assembly for removal and replacement with new waterproofing assembly (do not extend deck assembly insulation into enclosed space) Temporarily remove siding as required to facilitate repairs at adjacent conditions. Temporarily remove siding and flashing at base of wall and provide access to Architect/Engineer for review and verification of existing conditions. Remove kitchenette. Cap plumbing. Temporarily remove panels as required to access and detail existing AWB around penetrations. Remove, store, and protect for re-use zinc access panel doors and frames. Stabilize and support stone above and temporarily remove stone veneer cladding at base of wall only as necessary to access drainage cavity and facilitate work called for on sheet A2.1. Remove and discard paver system and grout bed on landing and stairs. Temporarily remove, store, and protect for re-use the precast coping. Remove and discard metal flashing to expose top of underlying framed or CMU perimeter walls. Temporarily remove, store, and protect for re-use the steel coping (channel and bent plate). Remove and discard metal drip flashing. Remove the lower portion of the existing wall AWB, sheathing, and metal wall framing to facilitate installation of concrete curb and elevate metal stud framing above waterproofing surface. GENERAL NOTES - DEMOLITION PLAN: 1.See cover sheet (A0.0) for additional notes and requirements. 2.The plan layout and dimensions depicted on this sheet were taken from the original construction documents. Variations may and likely do exist. Contractor shall field verify all information critical for bidding and execution of the work. 3.Remove, store, and protect for re-use all peripheral items such as furnishings, light fixtures, ceiling fans, door bells, and other items that are within the area of work or that could be damaged as a result of the work to be performed. 4.Once fenestration, surrounding interior finishes, cladding, deck paving, and other overburden materials have been removed and underlying framing and substrate conditions are exposed, notify and provide access to architect/engineer for further review and assessment. Perform additional demolition as directed by architect/engineer. 5. Additional investigation, directed by the Architect/Engineer, will be required at various locations to assess and, if appropriate, explore further conditions that present legitimate concerns with regard to the building enclosure’s performance. These additional investigations are needed to needed to determine the final extent and scope of repair. The Contractor shall facilitate additional investigation work, including but not limited to the following: a. Coordinate with the Architect/Engineer of investigation activities and on-going construction activities. b. Provide equipment as necessary to enable access to the work for Architect/Engineer investigation. c. Perform additional demolition as directed by the architect/engineer. This may result in additional demolition and exploratory openings not identified on the demolition drawings or notes. d. Provide all necessary resources for the implementation of diagnostic water nozzle testing, including but not limited to water (at appropriate pressure) and electricity. 6. All stair treads, risers, landings, and drains within stairwell to remain unless otherwise noted. OPEN TO BELOW DN UP UP 1 FOURTH LEVEL DEMO PLAN 1/4" = 1'-0" 0 8'-0"4'-0"2'-0" SCALE: 14" = 1'-0" 1'-0" A B C D A B C D 1 1.1 1.3 2 2.5 3 4 5 6 7 1 1.2 1.3 2 2.5 3 4 5 6 7 66'-83 8" 2'-43 8"8'-8"13'-1012"6'-93 4"7'-914"6'-0"14'-612"4'-11"1'-9" 36 ' - 2 3 4" 11 ' - 1 1 3 8" 12 ' - 4 " 11 ' - 1 1 3 8" N PLAN NORTH D1.2 2 ELEVATOR PLANTER UTILITY CLOSET MASTER BATHROOM MASTER BEDROOM DN MASTER FOYER LEVEL 4 ROCK GARDEN 405 400 401403 402 D1.2 3 NOT IN SCOPE A4.3 1 FIELD VERIFY LEVEL 4 TERRACE 404 3 EAST ELEVATION - FOURTH LEVEL STAIRWELL DEMO 1/4" = 1'-0" D A T.O. ROOF DECK EL.= 143'-4" T.O. FOURTH LEVEL EL.= 133'-8" 2 SOUTH ELEVATION - FOURTH LEVEL TERRACE DEMO 1/4" = 1'-0" T.O. ROOF DECK EL.= 143'-4" T.O. FOURTH LEVEL EL.= 133'-8" OPEN TO BEYOND EXISTING SKYLIGHT TO REMAIN EXISTING COPING TO REMAIN FOURTH LEVEL DEMO PLAN D1.2 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 0 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021 KEYED NOTES - DEMOLITION PLAN: At Level 4 and above, remove all zinc panel cladding and associated trim, flashings, and hat channel furring. Within the area of cladding removal, remove all weather resistive barrier, and damaged sheathing, framing and insulation that cannot be repaired. Where weather resistive barrier is removed, cut clean and square edges to allow for installation of new water resistive barrier with appropriate lapping and integration into existing. Remove, store, and protect for re-use handrails and zinc panel doors and access panel frames. Remove, store, and protect for re-use swing door and adjacent sidelight windows (where present), lift and slide door/window, or lift and slide doors. Remove and discard surrounding interior finishes and trim. Remove, store, and protect for re-use terrace guardrails and all applicable hardware. Lift and slide doors and thresholds to remain. Protect from construction activities. Remove waterproofing components at sill. Remove and replace existing drains, refer to detail 3/A4.0 Remove and discard paver system, grout bed, mortar bed, drainage mat, as well as hydronic heat tubing back to manifold. Clean out the drain weep holes. Remove and discard paver system, overburden, waterproofing, and snow melt tubing back to manifold at all terraces. Remove, store, and protect for re-use metal coping/plates and associated flashing as necessary. Remove, store, and protect for re-use all lighting, low-voltage equipment, railings, and associated attachments. Remove all landscaping and waterproofing. Remove, store, and protect for re-use concrete coping on remaining planter walls as necessary. Salvage existing planter drains. Remove strainer, clamping ring, and drain riser. Remove all mineral deposits. Clean, store, and prep for re-installation. Ensure all weeps are free from obstruction. Remove hot tub, surrounding coping, and snow melt tubing. Remove south facing knee wall for removal of hot tub. Remove waterproofing below hot tub. Remove, store, and protect for re-use all lighting, low voltage equipment piping, coping support pedestals, and railings and associated attachments. Store and protect hot tub for re-use. Test hot tub to ensure it does not leak prior to re-installation. Remove hearth wall, stone top, and fireplace mantel. Remove and discard windows. Remove planter wall. Remove, store, and protect for re-use all lighting, low-voltage equipment, and railings and associated attachments. Discard concrete coping at demolished walls only. Remove and discard paver system and grout bed on entire terrace; Carefully remove concrete topping slab without damaging hydronic heat tubing around drain and doors as indicated, refer to details on A4.1 Temporarily remove stone ballast adjacent to the window sill, carefully remove granulated cap sheet to allow for access to the existing waterproofing for raising of window sill and tie-in with new waterproofing repair. Remove lower portion of wall framing (temporarily bracing upper portion of wall to remain in place) to allow access to existing terrace waterproofing membrane assembly for removal and replacement with new waterproofing assembly (do not extend deck assembly insulation into enclosed space) Temporarily remove siding as required to facilitate repairs at adjacent conditions. Temporarily remove siding and flashing at base of wall and provide access to Architect/Engineer for review and verification of existing conditions. Remove kitchenette. Cap plumbing. Temporarily remove panels as required to access and detail existing AWB around penetrations. Remove, store, and protect for re-use zinc access panel doors and frames. Stabilize and support stone above and temporarily remove stone veneer cladding at base of wall only as necessary to access drainage cavity and facilitate work called for on sheet A2.1. Remove and discard paver system and grout bed on landing and stairs. Temporarily remove, store, and protect for re-use the precast coping. Remove and discard metal flashing to expose top of underlying framed or CMU perimeter walls. Temporarily remove, store, and protect for re-use the steel coping (channel and bent plate). Remove and discard metal drip flashing. Remove the lower portion of the existing wall AWB, sheathing, and metal wall framing to facilitate installation of concrete curb and elevate metal stud framing above waterproofing surface. GENERAL NOTES - DEMOLITION PLAN: 1.See cover sheet (A0.0) for additional notes and requirements. 2.The plan layout and dimensions depicted on this sheet were taken from the original construction documents. Variations may and likely do exist. Contractor shall field verify all information critical for bidding and execution of the work. 3.Remove, store, and protect for re-use all peripheral items such as furnishings, light fixtures, ceiling fans, door bells, and other items that are within the area of work or that could be damaged as a result of the work to be performed. 4.Once fenestration, surrounding interior finishes, cladding, deck paving, and other overburden materials have been removed and underlying framing and substrate conditions are exposed, notify and provide access to architect/engineer for further review and assessment. Perform additional demolition as directed by architect/engineer. 5. Additional investigation, directed by the Architect/Engineer, will be required at various locations to assess and, if appropriate, explore further conditions that present legitimate concerns with regard to the building enclosure’s performance. These additional investigations are needed to needed to determine the final extent and scope of repair. The Contractor shall facilitate additional investigation work, including but not limited to the following: a. Coordinate with the Architect/Engineer of investigation activities and on-going construction activities. b. Provide equipment as necessary to enable access to the work for Architect/Engineer investigation. c. Perform additional demolition as directed by the architect/engineer. This may result in additional demolition and exploratory openings not identified on the demolition drawings or notes. d. Provide all necessary resources for the implementation of diagnostic water nozzle testing, including but not limited to water (at appropriate pressure) and electricity. 6. All stair treads, risers, landings, and drains within stairwell to remain unless otherwise noted. 1 ROOF TERRACE DEMO PLAN 1/4" = 1'-0" 0 8'-0"4'-0"2'-0" SCALE: 14" = 1'-0" 1'-0" A B C D A B C D 1 1.1 1.3 2 2.5 3 4 5 6 7 1 1.2 1.3 2 2.5 3 4 5 6 7 66'-83 8" 2'-43 8"8'-8"13'-1012"6'-93 4"7'-914"6'-0"14'-612"4'-11"1'-9" 36 ' - 2 3 4" 11 ' - 1 1 3 8" 12 ' - 4 " 11 ' - 1 1 3 8" N PLAN NORTH ELEVATOR OVER-RUN HOT TUB LOWER PLANTER BED NOT IN SCOPE DN SLOPE DN D1.3 2 D1.3 3 ROOF TERRACE 500 UPPER PLANTER BED 2 NORTH ELEVATION - ROOF TERRACE STAIRWELL DEMO 1/4" = 1'-0" A B T.O. LANDING EL.= 138'-10 3 8 " T.O. PAVER AT TREAD EL.= 138'-10 3 8 " EXISTING SKYLIGHT TO REMAIN EXISTING COPING TO REMAIN OPEN TO BEYOND 2 3 T.O. CONC. ROOF DECK EL.= 143'-4" 3 WEST ELEVATION - ROOF TERRACE DEMO 1/4" = 1'-0" METAL PANEL BEYOND EXISTING COPING TO REMAIN ROOF TERRACE DEMO PLAN D1.3 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 0 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021 KEYED NOTES - DEMOLITION PLAN: At Level 4 and above, remove all zinc panel cladding and associated trim, flashings, and hat channel furring. Within the area of cladding removal, remove all weather resistive barrier, and damaged sheathing, framing and insulation that cannot be repaired. Where weather resistive barrier is removed, cut clean and square edges to allow for installation of new water resistive barrier with appropriate lapping and integration into existing. Remove, store, and protect for re-use handrails and zinc panel doors and access panel frames. Remove, store, and protect for re-use swing door and adjacent sidelight windows (where present), lift and slide door/window, or lift and slide doors. Remove and discard surrounding interior finishes and trim. Remove, store, and protect for re-use terrace guardrails and all applicable hardware. Lift and slide doors and thresholds to remain. Protect from construction activities. Remove waterproofing components at sill. Remove and replace existing drains, refer to detail 3/A4.0 Remove and discard paver system, grout bed, mortar bed, drainage mat, as well as hydronic heat tubing back to manifold. Clean out the drain weep holes. Remove and discard paver system, overburden, waterproofing, and snow melt tubing back to manifold at all terraces. Remove, store, and protect for re-use metal coping/plates and associated flashing as necessary. Remove, store, and protect for re-use all lighting, low-voltage equipment, railings, and associated attachments. Remove all landscaping and waterproofing. Remove, store, and protect for re-use concrete coping on remaining planter walls as necessary. Salvage existing planter drains. Remove strainer, clamping ring, and drain riser. Remove all mineral deposits. Clean, store, and prep for re-installation. Ensure all weeps are free from obstruction. Remove hot tub, surrounding coping, and snow melt tubing. Remove south facing knee wall for removal of hot tub. Remove waterproofing below hot tub. Remove, store, and protect for re-use all lighting, low voltage equipment piping, coping support pedestals, and railings and associated attachments. Store and protect hot tub for re-use. Test hot tub to ensure it does not leak prior to re-installation. Remove hearth wall, stone top, and fireplace mantel. Remove and discard windows. Remove planter wall. Remove, store, and protect for re-use all lighting, low-voltage equipment, and railings and associated attachments. Discard concrete coping at demolished walls only. Remove and discard paver system and grout bed on entire terrace; Carefully remove concrete topping slab without damaging hydronic heat tubing around drain and doors as indicated, refer to details on A4.1 Temporarily remove stone ballast adjacent to the window sill, carefully remove granulated cap sheet to allow for access to the existing waterproofing for raising of window sill and tie-in with new waterproofing repair. Remove lower portion of wall framing (temporarily bracing upper portion of wall to remain in place) to allow access to existing terrace waterproofing membrane assembly for removal and replacement with new waterproofing assembly (do not extend deck assembly insulation into enclosed space) Temporarily remove siding as required to facilitate repairs at adjacent conditions. Temporarily remove siding and flashing at base of wall and provide access to Architect/Engineer for review and verification of existing conditions. Remove kitchenette. Cap plumbing. Temporarily remove panels as required to access and detail existing AWB around penetrations. Remove, store, and protect for re-use zinc access panel doors and frames. Stabilize and support stone above and temporarily remove stone veneer cladding at base of wall only as necessary to access drainage cavity and facilitate work called for on sheet A2.1. Remove and discard paver system and grout bed on landing and stairs. Temporarily remove, store, and protect for re-use the precast coping. Remove and discard metal flashing to expose top of underlying framed or CMU perimeter walls. Temporarily remove, store, and protect for re-use the steel coping (channel and bent plate). Remove and discard metal drip flashing. Remove the lower portion of the existing wall AWB, sheathing, and metal wall framing to facilitate installation of concrete curb and elevate metal stud framing above waterproofing surface. GENERAL NOTES - DEMOLITION PLAN: 1.See cover sheet (A0.0) for additional notes and requirements. 2.The plan layout and dimensions depicted on this sheet were taken from the original construction documents. Variations may and likely do exist. Contractor shall field verify all information critical for bidding and execution of the work. 3.Remove, store, and protect for re-use all peripheral items such as furnishings, light fixtures, ceiling fans, door bells, and other items that are within the area of work or that could be damaged as a result of the work to be performed. 4.Once fenestration, surrounding interior finishes, cladding, deck paving, and other overburden materials have been removed and underlying framing and substrate conditions are exposed, notify and provide access to architect/engineer for further review and assessment. Perform additional demolition as directed by architect/engineer. 5. Additional investigation, directed by the Architect/Engineer, will be required at various locations to assess and, if appropriate, explore further conditions that present legitimate concerns with regard to the building enclosure’s performance. These additional investigations are needed to needed to determine the final extent and scope of repair. The Contractor shall facilitate additional investigation work, including but not limited to the following: a. Coordinate with the Architect/Engineer of investigation activities and on-going construction activities. b. Provide equipment as necessary to enable access to the work for Architect/Engineer investigation. c. Perform additional demolition as directed by the architect/engineer. This may result in additional demolition and exploratory openings not identified on the demolition drawings or notes. d. Provide all necessary resources for the implementation of diagnostic water nozzle testing, including but not limited to water (at appropriate pressure) and electricity. 6. All stair treads, risers, landings, and drains within stairwell to remain unless otherwise noted. 1 SECOND LEVEL REPAIR PLAN 1/4" = 1'-0" 0 8'-0"4'-0"2'-0" SCALE: 14" = 1'-0" 1'-0" N PLAN NORTH 1 1.2 1.3 2 2.5 3 4 5 6 7 1 1.1 1.3 2 2.5 3 4 5 6 7 A B C D A B C D 66'-83 8" 2'-43 8"8'-8"13'-1012"6'-93 4"7'-914"6'-0"14'-612"4'-11"1'-9" 36 ' - 2 3 4" 11 ' - 1 1 3 8" 12 ' - 4 " 11 ' - 1 1 3 8" NOT IN SCOPE GUEST BEDROOM 2 GUEST BEDROOM 1 202 201 DN UP UP DN UP FAMILY ROOM LAUNDRY CLOSET CLOSET LEVEL 2 TERRACE 203 SECOND LEVEL REPAIR PLAN A2.0 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 1 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021 KEYED NOTES - CONSTRUCTION PLAN: Install sill pan flashing over waterproofing at threshold/sill condition, refer to 7/A5.0. Install self-adhered flashings at rough opening, lapping down into pan flashing at base of jambs. Reinstall existing fenestration. Integrate into adjacent air/water barrier and waterproofing. At level 4 and above, install new exterior sheathing to match existing, self-adhered air/water barrier, framing, and insulation where existing materials cannot be repaired. Where existing weather resistive barrier remains, ensure edges are cut clean and square and integrate new water resistive barrier into existing per manufacturer recommendations. Install new zinc metal panel cladding to match existing. Ref. 1/A4.0. Install new access panels and doors to match existing, integrate into air/water barrier. Reinstall handrails in existing location. Reinstall existing terrace guardrails and all applicable hardware. Install new ew Zurn Z-181-FS (flat strainer) or Josam 24500-FG (flat grate) with Hydroflex 1000 drain mat over drain head. Hot-tub, refer to sheets A4.7 - A4.10 Install new paver system at all terraces and stairs, refer to sheets A4.0 - A4.5. Design of paver layout to be provided by others. Remove drain and weep deposits, patch drainage mat, repair concrete around drain, and install new grout bed and pavers at entire terrace. Refer to details on sheet A4.1 for concrete and drain repair. Install new pedestal set pavers and Therma-Hexx system over existing waterproofing to remain per details 2 & 3/A4.0. Design of paver layout to be provided by others. Install new waterproofing on concrete deck, reinstall lower portion of wall section, wall sheathing, wall air water barrier, and wall cladding. Approximate location of new rooftop kitchen, bar, and planters (By Others) to be set on top of new pedestal and paver terrace system. After replacing hot tub, construct wall that has includes a removable access panel. Install new pan flashing integrated with waterproofing. Repair concrete around door and re-install existing door, Ref. 8/A.5.0 Repair existing weep hole at window frame. Install new framing to raise sill height per detail 3/A4.2 and install new pan flashing. Install new windows. Integrate into adjacent air/water barrier and waterproofing. Reinstall stone ballast adjacent to windows. Repair existing AWB around penetrations using Dupont FlexFlash NF. Reinstall zinc panels, access doors and frames. Integrate frames into the AWB to maintain continuity. Heat and remove existing Hydroflex 30. Install an additional 90 mil layer of waterproofing over existing, install FlexFlash F, followed by a top coat of 125 mils and Hydroflex 30 refer to American Hydrotech Installation Guidlines Page 35. Remove excess mortar at base of stone veneer wall cavity without damaging through-wall flashing and use DuPont FlexFlash-NF to seal all penetrations through existing AWB. Reinstall existing stone veneer to match existing and with cell vent weep at base of vertical mortar joints. Install new Zurn Z125 drain with P125-89 overflow adapter. Install new Zurn Z125-FG. Cover drain flat grate with Hydrodrain 1000 drain mat. New fireplace, design and detailing by others. Integrate fireplace into air/water barrier to maintain continuity. Prepare substrate surfaces and install butyl-based self-adhered cap flashing continuously over top of framed or CMU perimeter walls ~ lap 4" min onto new AWB and/or (E) self-adhered membrane. Install new stainless steel cap flashing and reinstall (E) precast coping. Ref. 3 & 4/A4.5 Extend roofing or waterproofing system up and over perimeter framed or cmu parapet and terminate onto new stainless steel drip flashing. Reinstall (E) steel coping (channel and bent plate). Where present, coordinate with railing. Ref. 2/A4.2 Install minimum 6-inch tall 4,000 psi concrete curb over waterproofing to support metal stud framing ~ provide minimum 1/2-inch half round PVC weeps at 16-inches on center (2 minimum at small locations) to allow water behind curb to drain towards adjacent terrace drain(s) Ref. 3C/A4.4 SIM. Integrate new AWB with existing skylight flashings and construct continuous self-adhered transition flashing from sidewall to headwall interface at base of skylight Ref. 6/A4.8 SIM. At electrical conduit penetrations through elevator roof, temporarily remove precast cap and existing self-adhered flashing from around conduit penetration, flash pipe penetration per roof membrane manufacturer's written recommendations and reinstall precast cap. At all drains clean substrate surfaces around open side outlet in drain bowl, infill opening with Bondo or similar approved substrate material OR, where heat cable is present, infill annular space with compatible sealant, and seal over opening with PMMA waterproofing. Extend PMMA 1-inch minimum onto heat cable, where present. GENERAL NOTES - CONSTRUCTION PLAN: 1.See cover sheet (A0.0) for additional notes and requirements. 2.The plan layout and dimensions depicted on this sheet were taken from the original construction documents. Variations may and likely do exist. Contractor shall field verify all information critical for bidding and execution of the work. 3.Following completion and/or in conjunction with implementation of repair work, re-install all peripheral items such as furnishings, light fixtures, ceiling fans, door bells, and other items that were temporarily removed. 4.Where additional demolition is determined to be necessary by Architect/Engineer per the Demolition Plan general notes, perform additional repair work to address these conditions as directed by architect/engineer. 5.Coordinate location of new light fixtures with new design being developed by others. Maintain continuity of the air/water barrier at all fixture/penetrations. 1 THIRD LEVEL REPAIR PLAN 1/4" = 1'-0" 0 8'-0"4'-0"2'-0" SCALE: 14" = 1'-0" 1'-0" N PLAN NORTH 1 1.2 1.3 2 2.5 3 4 5 6 7 1 1.1 1.3 2 2.5 3 4 5 6 7 A B C D A B C D 66'-83 8" 2'-43 8"8'-8"13'-1012"6'-93 4"7'-914"6'-0"14'-612"4'-11"1'-9" 36 ' - 2 3 4" 11 ' - 1 1 3 8" 12 ' - 4 " 11 ' - 1 1 3 8" NOT IN SCOPE LIVING ROOM 300 LEVEL THREE GUEST TERRACE 305 DN UP UP UP DN KITCHEN ELEVATOR GUEST BEDROOM GUEST BATHROOM LEVEL 3 MAIN TERRACE DINING ROOM 301 302 304 303 A4.1 4 A4.1 5 A4.1 4 THIRD LEVEL REPAIR PLAN A2.1 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 1 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021 KEYED NOTES - CONSTRUCTION PLAN: Install sill pan flashing over waterproofing at threshold/sill condition, refer to 7/A5.0. Install self-adhered flashings at rough opening, lapping down into pan flashing at base of jambs. Reinstall existing fenestration. Integrate into adjacent air/water barrier and waterproofing. At level 4 and above, install new exterior sheathing to match existing, self-adhered air/water barrier, framing, and insulation where existing materials cannot be repaired. Where existing weather resistive barrier remains, ensure edges are cut clean and square and integrate new water resistive barrier into existing per manufacturer recommendations. Install new zinc metal panel cladding to match existing. Ref. 1/A4.0. Install new access panels and doors to match existing, integrate into air/water barrier. Reinstall handrails in existing location. Reinstall existing terrace guardrails and all applicable hardware. Install new ew Zurn Z-181-FS (flat strainer) or Josam 24500-FG (flat grate) with Hydroflex 1000 drain mat over drain head. Hot-tub, refer to sheets A4.7 - A4.10 Install new paver system at all terraces and stairs, refer to sheets A4.0 - A4.5. Design of paver layout to be provided by others. Remove drain and weep deposits, patch drainage mat, repair concrete around drain, and install new grout bed and pavers at entire terrace. Refer to details on sheet A4.1 for concrete and drain repair. Install new pedestal set pavers and Therma-Hexx system over existing waterproofing to remain per details 2 & 3/A4.0. Design of paver layout to be provided by others. Install new waterproofing on concrete deck, reinstall lower portion of wall section, wall sheathing, wall air water barrier, and wall cladding. Approximate location of new rooftop kitchen, bar, and planters (By Others) to be set on top of new pedestal and paver terrace system. After replacing hot tub, construct wall that has includes a removable access panel. Install new pan flashing integrated with waterproofing. Repair concrete around door and re-install existing door, Ref. 8/A.5.0 Repair existing weep hole at window frame. Install new framing to raise sill height per detail 3/A4.2 and install new pan flashing. Install new windows. Integrate into adjacent air/water barrier and waterproofing. Reinstall stone ballast adjacent to windows. Repair existing AWB around penetrations using Dupont FlexFlash NF. Reinstall zinc panels, access doors and frames. Integrate frames into the AWB to maintain continuity. Heat and remove existing Hydroflex 30. Install an additional 90 mil layer of waterproofing over existing, install FlexFlash F, followed by a top coat of 125 mils and Hydroflex 30 refer to American Hydrotech Installation Guidlines Page 35. Remove excess mortar at base of stone veneer wall cavity without damaging through-wall flashing and use DuPont FlexFlash-NF to seal all penetrations through existing AWB. Reinstall existing stone veneer to match existing and with cell vent weep at base of vertical mortar joints. Install new Zurn Z125 drain with P125-89 overflow adapter. Install new Zurn Z125-FG. Cover drain flat grate with Hydrodrain 1000 drain mat. New fireplace, design and detailing by others. Integrate fireplace into air/water barrier to maintain continuity. Prepare substrate surfaces and install butyl-based self-adhered cap flashing continuously over top of framed or CMU perimeter walls ~ lap 4" min onto new AWB and/or (E) self-adhered membrane. Install new stainless steel cap flashing and reinstall (E) precast coping. Ref. 3 & 4/A4.5 Extend roofing or waterproofing system up and over perimeter framed or cmu parapet and terminate onto new stainless steel drip flashing. Reinstall (E) steel coping (channel and bent plate). Where present, coordinate with railing. Ref. 2/A4.2 Install minimum 6-inch tall 4,000 psi concrete curb over waterproofing to support metal stud framing ~ provide minimum 1/2-inch half round PVC weeps at 16-inches on center (2 minimum at small locations) to allow water behind curb to drain towards adjacent terrace drain(s) Ref. 3C/A4.4 SIM. Integrate new AWB with existing skylight flashings and construct continuous self-adhered transition flashing from sidewall to headwall interface at base of skylight Ref. 6/A4.8 SIM. At electrical conduit penetrations through elevator roof, temporarily remove precast cap and existing self-adhered flashing from around conduit penetration, flash pipe penetration per roof membrane manufacturer's written recommendations and reinstall precast cap. At all drains clean substrate surfaces around open side outlet in drain bowl, infill opening with Bondo or similar approved substrate material OR, where heat cable is present, infill annular space with compatible sealant, and seal over opening with PMMA waterproofing. Extend PMMA 1-inch minimum onto heat cable, where present. GENERAL NOTES - CONSTRUCTION PLAN: 1.See cover sheet (A0.0) for additional notes and requirements. 2.The plan layout and dimensions depicted on this sheet were taken from the original construction documents. Variations may and likely do exist. Contractor shall field verify all information critical for bidding and execution of the work. 3.Following completion and/or in conjunction with implementation of repair work, re-install all peripheral items such as furnishings, light fixtures, ceiling fans, door bells, and other items that were temporarily removed. 4.Where additional demolition is determined to be necessary by Architect/Engineer per the Demolition Plan general notes, perform additional repair work to address these conditions as directed by architect/engineer. 5.Coordinate location of new light fixtures with new design being developed by others. Maintain continuity of the air/water barrier at all fixture/penetrations. 1 FOURTH LEVEL REPAIR PLAN 1/4" = 1'-0" 0 8'-0"4'-0"2'-0" SCALE: 14" = 1'-0" 1'-0" A B C D A B C D 1 1.1 1.3 2 2.5 3 4 5 6 7 1 1.2 1.3 2 2.5 3 4 5 6 7 66'-83 8" 8'-8"13'-1012"6'-93 4"7'-914"6'-0"14'-612"4'-11"1'-9" 36 ' - 2 3 4" 11 ' - 1 1 3 8" 12 ' - 4 " 11 ' - 1 1 3 8" N PLAN NORTH DN UP UP DN OPEN TO BELOW ELEVATOR MASTER BATHROOM 403 UTILITY CLOSET MASTER BEDROOM 401 402 PLANTER LEVEL 4 ROCK GARDEN 405 LEVEL 4 TERRACE 404 MASTER FOYER 400 NOT IN SCOPE A4.2 1 A4.2 2 A4.2 2 SIM. A4.3 1 A4.4 2 A4.4 3 A4.4 1 A4.2 3 A4.2 3 AX.X A A2.2 3 A2.2 2 A3.1 1 A4.2 2 A4.2 2 SIM. D A T.O. ROOF DECK EL.= 143'-4" T.O. FOURTH LEVEL EL.= 133'-8" T.O. ROOF DECK EL.= 143'-4" T.O. FOURTH LEVEL EL.= 133'-8" A4.6 2 A4.8 6A CMU BACK UP WALL STUD FRAMED BACK UP WALL A4.0 1D A4.4 2 A4.4 1 A5.0 7 A4.4 2 A4.2 3 A4.9 4 A4.9 3 A4.5 3 A4.5 1 A4.6 2 A4.8 6A A4.0 1C A4.9 1 A4.4 1 A4.9 1 A4.2 3 3 EAST ELEVATION - FOURTH LEVEL STAIRWELL REPAIR 1/4" = 1'-0"2 SOUTH ELEVATION - FOURTH LEVEL TERRACE REPAIR 1/4" = 1'-0" TYP. OPEN TO BEYOND SIM. SIM. SIM. A4.9 4 A4.9 3 A4.9 2 A4.9 2 SIM. FOURTH LEVEL REPAIR PLAN A2.2 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 1 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021 KEYED NOTES - CONSTRUCTION PLAN: Install sill pan flashing over waterproofing at threshold/sill condition, refer to 7/A5.0. Install self-adhered flashings at rough opening, lapping down into pan flashing at base of jambs. Reinstall existing fenestration. Integrate into adjacent air/water barrier and waterproofing. At level 4 and above, install new exterior sheathing to match existing, self-adhered air/water barrier, framing, and insulation where existing materials cannot be repaired. Where existing weather resistive barrier remains, ensure edges are cut clean and square and integrate new water resistive barrier into existing per manufacturer recommendations. Install new zinc metal panel cladding to match existing. Ref. 1/A4.0. Install new access panels and doors to match existing, integrate into air/water barrier. Reinstall handrails in existing location. Reinstall existing terrace guardrails and all applicable hardware. Install new ew Zurn Z-181-FS (flat strainer) or Josam 24500-FG (flat grate) with Hydroflex 1000 drain mat over drain head. Hot-tub, refer to sheets A4.7 - A4.10 Install new paver system at all terraces and stairs, refer to sheets A4.0 - A4.5. Design of paver layout to be provided by others. Remove drain and weep deposits, patch drainage mat, repair concrete around drain, and install new grout bed and pavers at entire terrace. Refer to details on sheet A4.1 for concrete and drain repair. Install new pedestal set pavers and Therma-Hexx system over existing waterproofing to remain per details 2 & 3/A4.0. Design of paver layout to be provided by others. Install new waterproofing on concrete deck, reinstall lower portion of wall section, wall sheathing, wall air water barrier, and wall cladding. Approximate location of new rooftop kitchen, bar, and planters (By Others) to be set on top of new pedestal and paver terrace system. After replacing hot tub, construct wall that has includes a removable access panel. Install new pan flashing integrated with waterproofing. Repair concrete around door and re-install existing door, Ref. 8/A.5.0 Repair existing weep hole at window frame. Install new framing to raise sill height per detail 3/A4.2 and install new pan flashing. Install new windows. Integrate into adjacent air/water barrier and waterproofing. Reinstall stone ballast adjacent to windows. Repair existing AWB around penetrations using Dupont FlexFlash NF. Reinstall zinc panels, access doors and frames. Integrate frames into the AWB to maintain continuity. Heat and remove existing Hydroflex 30. Install an additional 90 mil layer of waterproofing over existing, install FlexFlash F, followed by a top coat of 125 mils and Hydroflex 30 refer to American Hydrotech Installation Guidlines Page 35. Remove excess mortar at base of stone veneer wall cavity without damaging through-wall flashing and use DuPont FlexFlash-NF to seal all penetrations through existing AWB. Reinstall existing stone veneer to match existing and with cell vent weep at base of vertical mortar joints. Install new Zurn Z125 drain with P125-89 overflow adapter. Install new Zurn Z125-FG. Cover drain flat grate with Hydrodrain 1000 drain mat. New fireplace, design and detailing by others. Integrate fireplace into air/water barrier to maintain continuity. Prepare substrate surfaces and install butyl-based self-adhered cap flashing continuously over top of framed or CMU perimeter walls ~ lap 4" min onto new AWB and/or (E) self-adhered membrane. Install new stainless steel cap flashing and reinstall (E) precast coping. Ref. 3 & 4/A4.5 Extend roofing or waterproofing system up and over perimeter framed or cmu parapet and terminate onto new stainless steel drip flashing. Reinstall (E) steel coping (channel and bent plate). Where present, coordinate with railing. Ref. 2/A4.2 Install minimum 6-inch tall 4,000 psi concrete curb over waterproofing to support metal stud framing ~ provide minimum 1/2-inch half round PVC weeps at 16-inches on center (2 minimum at small locations) to allow water behind curb to drain towards adjacent terrace drain(s) Ref. 3C/A4.4 SIM. Integrate new AWB with existing skylight flashings and construct continuous self-adhered transition flashing from sidewall to headwall interface at base of skylight Ref. 6/A4.8 SIM. At electrical conduit penetrations through elevator roof, temporarily remove precast cap and existing self-adhered flashing from around conduit penetration, flash pipe penetration per roof membrane manufacturer's written recommendations and reinstall precast cap. At all drains clean substrate surfaces around open side outlet in drain bowl, infill opening with Bondo or similar approved substrate material OR, where heat cable is present, infill annular space with compatible sealant, and seal over opening with PMMA waterproofing. Extend PMMA 1-inch minimum onto heat cable, where present. GENERAL NOTES - CONSTRUCTION PLAN: 1.See cover sheet (A0.0) for additional notes and requirements. 2.The plan layout and dimensions depicted on this sheet were taken from the original construction documents. Variations may and likely do exist. Contractor shall field verify all information critical for bidding and execution of the work. 3.Following completion and/or in conjunction with implementation of repair work, re-install all peripheral items such as furnishings, light fixtures, ceiling fans, door bells, and other items that were temporarily removed. 4.Where additional demolition is determined to be necessary by Architect/Engineer per the Demolition Plan general notes, perform additional repair work to address these conditions as directed by architect/engineer. 5.Coordinate location of new light fixtures with new design being developed by others. Maintain continuity of the air/water barrier at all fixture/penetrations. 1.3 2 1 ROOF TERRACE REPAIR PLAN 1/4" = 1'-0" 0 8'-0"4'-0"2'-0" SCALE: 14" = 1'-0" 1'-0" A B C D A B C D 1 1.1 2.5 3 54 1.3 6 7 1.21 322.5 7465 66'-83 8" 8'-8"13'-1012"6'-93 4"6'-0" 36 ' - 2 3 4" 7'-914"2'-43 8"4'-11" 11 ' - 1 1 3 8" 1'-9" 11 ' - 1 1 3 8" 14'-612" 12 ' - 4 " N PLAN NORTH 36 ' - 2 3 4" 11 ' - 1 1 3 8" 12 ' - 4 " 11 ' - 1 1 3 8" ELEVATOR OVER-RUN HOT TUB SLOPE DN DN A4.5 1 A4.5 2 A4.5 2A4.4 3 A4.6 2 A4.6 2 A4.5 2 A4.5 2 A5.1 3 A4.6 1 A5.1 9 A2.3 2 SIM. ROOF TERRACE 500 A2.3 3 2 ELEVATION 1/4" = 1'-0" A B T.O. LANDING EL.= 138'-10 3 8 " T.O. PAVER AT TREAD EL.= 138'-10 3 8 " 1 1.3 2 3 4 5 T.O. CONC. ROOF DECK EL.= 143'-4" 3 SECTION 1/4" = 1'-0" T.O. CONC. @ FOURTH LVL EL.= 133'-8"ROOF TERRACE REPAIR PLAN A2.3 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 1 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021 KEYED NOTES - CONSTRUCTION PLAN: Install sill pan flashing over waterproofing at threshold/sill condition, refer to 7/A5.0. Install self-adhered flashings at rough opening, lapping down into pan flashing at base of jambs. Reinstall existing fenestration. Integrate into adjacent air/water barrier and waterproofing. At level 4 and above, install new exterior sheathing to match existing, self-adhered air/water barrier, framing, and insulation where existing materials cannot be repaired. Where existing weather resistive barrier remains, ensure edges are cut clean and square and integrate new water resistive barrier into existing per manufacturer recommendations. Install new zinc metal panel cladding to match existing. Ref. 1/A4.0. Install new access panels and doors to match existing, integrate into air/water barrier. Reinstall handrails in existing location. Reinstall existing terrace guardrails and all applicable hardware. Install new ew Zurn Z-181-FS (flat strainer) or Josam 24500-FG (flat grate) with Hydroflex 1000 drain mat over drain head. Hot-tub, refer to sheets A4.7 - A4.10 Install new paver system at all terraces and stairs, refer to sheets A4.0 - A4.5. Design of paver layout to be provided by others. Remove drain and weep deposits, patch drainage mat, repair concrete around drain, and install new grout bed and pavers at entire terrace. Refer to details on sheet A4.1 for concrete and drain repair. Install new pedestal set pavers and Therma-Hexx system over existing waterproofing to remain per details 2 & 3/A4.0. Design of paver layout to be provided by others. Install new waterproofing on concrete deck, reinstall lower portion of wall section, wall sheathing, wall air water barrier, and wall cladding. Approximate location of new rooftop kitchen, bar, and planters (By Others) to be set on top of new pedestal and paver terrace system. After replacing hot tub, construct wall that has includes a removable access panel. Install new pan flashing integrated with waterproofing. Repair concrete around door and re-install existing door, Ref. 8/A.5.0 Repair existing weep hole at window frame. Install new framing to raise sill height per detail 3/A4.2 and install new pan flashing. Install new windows. Integrate into adjacent air/water barrier and waterproofing. Reinstall stone ballast adjacent to windows. Repair existing AWB around penetrations using Dupont FlexFlash NF. Reinstall zinc panels, access doors and frames. Integrate frames into the AWB to maintain continuity. Heat and remove existing Hydroflex 30. Install an additional 90 mil layer of waterproofing over existing, install FlexFlash F, followed by a top coat of 125 mils and Hydroflex 30 refer to American Hydrotech Installation Guidlines Page 35. Remove excess mortar at base of stone veneer wall cavity without damaging through-wall flashing and use DuPont FlexFlash-NF to seal all penetrations through existing AWB. Reinstall existing stone veneer to match existing and with cell vent weep at base of vertical mortar joints. Install new Zurn Z125 drain with P125-89 overflow adapter. Install new Zurn Z125-FG. Cover drain flat grate with Hydrodrain 1000 drain mat. New fireplace, design and detailing by others. Integrate fireplace into air/water barrier to maintain continuity. Prepare substrate surfaces and install butyl-based self-adhered cap flashing continuously over top of framed or CMU perimeter walls ~ lap 4" min onto new AWB and/or (E) self-adhered membrane. Install new stainless steel cap flashing and reinstall (E) precast coping. Ref. 3 & 4/A4.5 Extend roofing or waterproofing system up and over perimeter framed or cmu parapet and terminate onto new stainless steel drip flashing. Reinstall (E) steel coping (channel and bent plate). Where present, coordinate with railing. Ref. 2/A4.2 Install minimum 6-inch tall 4,000 psi concrete curb over waterproofing to support metal stud framing ~ provide minimum 1/2-inch half round PVC weeps at 16-inches on center (2 minimum at small locations) to allow water behind curb to drain towards adjacent terrace drain(s) Ref. 3C/A4.4 SIM. Integrate new AWB with existing skylight flashings and construct continuous self-adhered transition flashing from sidewall to headwall interface at base of skylight Ref. 6/A4.8 SIM. At electrical conduit penetrations through elevator roof, temporarily remove precast cap and existing self-adhered flashing from around conduit penetration, flash pipe penetration per roof membrane manufacturer's written recommendations and reinstall precast cap. At all drains clean substrate surfaces around open side outlet in drain bowl, infill opening with Bondo or similar approved substrate material OR, where heat cable is present, infill annular space with compatible sealant, and seal over opening with PMMA waterproofing. Extend PMMA 1-inch minimum onto heat cable, where present. GENERAL NOTES - CONSTRUCTION PLAN: 1.See cover sheet (A0.0) for additional notes and requirements. 2.The plan layout and dimensions depicted on this sheet were taken from the original construction documents. Variations may and likely do exist. Contractor shall field verify all information critical for bidding and execution of the work. 3.Following completion and/or in conjunction with implementation of repair work, re-install all peripheral items such as furnishings, light fixtures, ceiling fans, door bells, and other items that were temporarily removed. 4.Where additional demolition is determined to be necessary by Architect/Engineer per the Demolition Plan general notes, perform additional repair work to address these conditions as directed by architect/engineer. 5.Coordinate location of new light fixtures with new design being developed by others. Maintain continuity of the air/water barrier at all fixture/penetrations. 1 1.2 1.3 2 2.5 3 4 5 6 7 1 BUILDING SECTION 1/4" = 1'-0" 0 8'-0"4'-0"2'-0" SCALE: 14" = 1'-0" 1'-0" T.O. MECH. EL.= 150'-0" (MAX) T.O. GUARDRAIL EL.= 147'-6" T.O. CONC. ROOF DECK EL.= 143'-4" T.O. CONC. @ SECOND LVL EL.= 113'-0" T.O. CONC. @ MAIN LVL EL.= 100'-0" T.O. CONC. @ THIRD LVL EL.= 123'-4" T.O. CONC. @ FOURTH LVL EL.= 133'-8" T.O. CONC. @ BASEMENT EL.= 88'-0" 66'-83 8" 2'-43 8"8'-8"13'-1012"6'-93 4"7'-914"6'-0"14'-612"4'-11"1'-9" A4.5 1 A4.2 2 A4.1 4 A4.1 5 A4.4 1 BUILDING SECTION A3.0 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 1 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021 1 1.2 1.3 2 2.5 3 4 5 6 7 66'-83 8" 2'-43 8"8'-8"13'-1012"6'-93 4"7'-914"6'-0"14'-612"4'-11"1'-9" 1 BUILDING SECTION 1/4" = 1'-0" 0 8'-0"4'-0"2'-0" SCALE: 14" = 1'-0" 1'-0" T.O. CONC. @ THIRD LVL LOWER EL.= 122'-2" T.O. CONC. DECK EL.= 135'-0" T.O. MECH. EL.= 150'-0" (MAX) T.O. CONC. ROOF DECK EL.= 143'-4" T.O. CONC. @ SECOND LVL EL.= 113'-0" T.O. CONC. @ MAIN LVL EL.= 100'-0" T.O. CONC. @ THIRD LVL EL.= 123'-4" T.O. CONC. @ FOURTH LVL EL.= 133'-8" A4.1 4 A4.1 5 A4.2 2 A4.4 3B A4.4 3B ELEVATION AND BUILDING SECTIONS A3.1 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 1 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021 KEYED NOTES - CONSTRUCTION PLAN: Install sill pan flashing over waterproofing at threshold/sill condition, refer to 7/A5.0. Install self-adhered flashings at rough opening, lapping down into pan flashing at base of jambs. Reinstall existing fenestration. Integrate into adjacent air/water barrier and waterproofing. At level 4 and above, install new exterior sheathing to match existing, self-adhered air/water barrier, framing, and insulation where existing materials cannot be repaired. Where existing weather resistive barrier remains, ensure edges are cut clean and square and integrate new water resistive barrier into existing per manufacturer recommendations. Install new zinc metal panel cladding to match existing. Ref. 1/A4.0. Install new access panels and doors to match existing, integrate into air/water barrier. Reinstall handrails in existing location. Reinstall existing terrace guardrails and all applicable hardware. Install new ew Zurn Z-181-FS (flat strainer) or Josam 24500-FG (flat grate) with Hydroflex 1000 drain mat over drain head. Hot-tub, refer to sheets A4.7 - A4.10 Install new paver system at all terraces and stairs, refer to sheets A4.0 - A4.5. Design of paver layout to be provided by others. Remove drain and weep deposits, patch drainage mat, repair concrete around drain, and install new grout bed and pavers at entire terrace. Refer to details on sheet A4.1 for concrete and drain repair. Install new pedestal set pavers and Therma-Hexx system over existing waterproofing to remain per details 2 & 3/A4.0. Design of paver layout to be provided by others. Install new waterproofing on concrete deck, reinstall lower portion of wall section, wall sheathing, wall air water barrier, and wall cladding. Approximate location of new rooftop kitchen, bar, and planters (By Others) to be set on top of new pedestal and paver terrace system. After replacing hot tub, construct wall that has includes a removable access panel. Install new pan flashing integrated with waterproofing. Repair concrete around door and re-install existing door, Ref. 8/A.5.0 Repair existing weep hole at window frame. Install new framing to raise sill height per detail 3/A4.2 and install new pan flashing. Install new windows. Integrate into adjacent air/water barrier and waterproofing. Reinstall stone ballast adjacent to windows. Repair existing AWB around penetrations using Dupont FlexFlash NF. Reinstall zinc panels, access doors and frames. Integrate frames into the AWB to maintain continuity. Heat and remove existing Hydroflex 30. Install an additional 90 mil layer of waterproofing over existing, install FlexFlash F, followed by a top coat of 125 mils and Hydroflex 30 refer to American Hydrotech Installation Guidlines Page 35. Remove excess mortar at base of stone veneer wall cavity without damaging through-wall flashing and use DuPont FlexFlash-NF to seal all penetrations through existing AWB. Reinstall existing stone veneer to match existing and with cell vent weep at base of vertical mortar joints. Install new Zurn Z125 drain with P125-89 overflow adapter. Install new Zurn Z125-FG. Cover drain flat grate with Hydrodrain 1000 drain mat. New fireplace, design and detailing by others. Integrate fireplace into air/water barrier to maintain continuity. Prepare substrate surfaces and install butyl-based self-adhered cap flashing continuously over top of framed or CMU perimeter walls ~ lap 4" min onto new AWB and/or (E) self-adhered membrane. Install new stainless steel cap flashing and reinstall (E) precast coping. Ref. 3 & 4/A4.5 Extend roofing or waterproofing system up and over perimeter framed or cmu parapet and terminate onto new stainless steel drip flashing. Reinstall (E) steel coping (channel and bent plate). Where present, coordinate with railing. Ref. 2/A4.2 Install minimum 6-inch tall 4,000 psi concrete curb over waterproofing to support metal stud framing ~ provide minimum 1/2-inch half round PVC weeps at 16-inches on center (2 minimum at small locations) to allow water behind curb to drain towards adjacent terrace drain(s) Ref. 3C/A4.4 SIM. Integrate new AWB with existing skylight flashings and construct continuous self-adhered transition flashing from sidewall to headwall interface at base of skylight Ref. 6/A4.8 SIM. At electrical conduit penetrations through elevator roof, temporarily remove precast cap and existing self-adhered flashing from around conduit penetration, flash pipe penetration per roof membrane manufacturer's written recommendations and reinstall precast cap. At all drains clean substrate surfaces around open side outlet in drain bowl, infill opening with Bondo or similar approved substrate material OR, where heat cable is present, infill annular space with compatible sealant, and seal over opening with PMMA waterproofing. Extend PMMA 1-inch minimum onto heat cable, where present. GENERAL NOTES - CONSTRUCTION PLAN: 1.See cover sheet (A0.0) for additional notes and requirements. 2.The plan layout and dimensions depicted on this sheet were taken from the original construction documents. Variations may and likely do exist. Contractor shall field verify all information critical for bidding and execution of the work. 3.Following completion and/or in conjunction with implementation of repair work, re-install all peripheral items such as furnishings, light fixtures, ceiling fans, door bells, and other items that were temporarily removed. 4.Where additional demolition is determined to be necessary by Architect/Engineer per the Demolition Plan general notes, perform additional repair work to address these conditions as directed by architect/engineer. 5.Coordinate location of new light fixtures with new design being developed by others. Maintain continuity of the air/water barrier at all fixture/penetrations. 2 PARTIAL BUILDING SECTION 1/4" = 1'-0" 0 8'-0"4'-0"2'-0" SCALE: 14" = 1'-0" 1'-0" 1 PARTIAL BUILDING SECTION 1/4" = 1'-0" 0 8'-0"4'-0"2'-0" SCALE: 14" = 1'-0" 1'-0" 2.5 3 4 5 6 7 D C B A T.O. MECH. EL.= 150'-0" (MAX) T.O. GUARDRAIL EL.= 147'-6" T.O. CONC. ROOF DECK EL.= 143'-4" T.O. CONC. @ SECOND LVL EL.= 113'-0" T.O. CONC. @ MAIN LVL EL.= 100'-0" T.O. CONC. @ THIRD LVL EL.= 123'-4" T.O. CONC. @ FOURTH LVL EL.= 133'-8" T.O. MECH. EL.= 150'-0" (MAX) T.O. GUARDRAIL EL.= 147'-6" T.O. CONC. ROOF DECK EL.= 143'-4" T.O. CONC. @ SECOND LVL EL.= 113'-0" T.O. CONC. @ MAIN LVL EL.= 100'-0" T.O. CONC. @ THIRD LVL EL.= 123'-4" T.O. CONC. @ FOURTH LVL EL.= 133'-8" T.O. CONC. @ FOURTH LVL EL.= 135'-0" T.O. CONC. @ HOT TUB SLAB EL.= 143'-4" A4.1 4 A4.2 5 A4.2 2 A4.2 1 A4.3 1 A4.5 3 PARTIAL BUILDING SECTIONS A3.2 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 1 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021 2 TYPICAL TERRACE DECK PAVER ASSEMBLY DETAIL 3" = 1'-0" REMOVE DRAINAGE MAT & WATERPROOFING MEMBRANE REMOVE LIGHTWEIGHT CONC.TOPPING SLAB REMOVE STONE PAVERS OVER GROUT BED REMOVE TAPERED RIGID INSULATION; THICKNESS VARIES REMOVE PLYWOOD SHEATHING DEMO REPAIR COMPOSITE CONCRETE SLAB TO REMAIN ADJUSTABLE PEDESTALS AT EACH JOINT INTERSECTION SUPPLY / RETURN MANIFOLD SET INTO INSULATION AS REQUIRED VA R I E S (7 " A T H I G H E S T E L E V A T I O N ) 7" (N O S L O P E ) 312" 23 8" 3 4" 3 8" COMPOSITE CONCRETE SLAB TO REMAIN THERMAPANEL SNOW-MELTING SYSTEM DRAINAGE MAT HOT FLUID-APPLIED WATERPROOFING, REFER TO SHEETS A5.0 & A5.1 FOR TYPICAL REQUIREMENTS THERMAPANEL INLET/OUTLET, TYP.24"x24" NOMINAL PAVER, TYP.T.O.F.F. APPROX. 7" ABOVE CONCRETE RIGID INSULATION, TYP. (2) LAYERS FACTORY APPLIED EPS INSULATION, TYP. 1 TYPICAL EXTERIOR WALL WITH ZINC CLADDING ASSEMBLY DETAILS 3" = 1'-0" 1B - REPAIR AT STUD FRAMED WALL 5/8"DENS GLASS TO REMAIN 5 8" GYPSUM BOARD TO REMAIN COLD FORMED METAL FRAMING TO REMAIN 4" SPRAY FOAM INSULATION W/ IGNITION BARRIER TO REMAIN 1" RIGID INSULATION W/ 1/2" NAIL BASE TO REMAIN EXISTING 12" PLYWOOD SHEATHING TO REMAIN NEW HAT CHANNELS AND ZINC SIDING. FASTEN HAT CHANNELS OVER VERTICAL STRIPS OF BUTYL SELF-ADHERED FLASHING NEW SELF-ADHERED MEMBRANE * * * * * * REPLACE DAMAGED MATERIAL AS NEEDED. MATCH EXISTING. * 1A - REPAIR AT CMU WALL EXISTING CMU TO REMAIN. REPAIR AS REQUIRED TO MEET MANUFACTURER'S SUBSTRATE REQUIREMENTS. CONDUCT ADHESION TESTING TO VERIFY PRIMER REQUIREMENTS. NEW HAT CHANNELS AND ZINC SIDING. FASTEN HAT CHANNELS OVER VERTICAL STRIPS OF BUTYL SELF-ADHERED FLASHING NEW SELF-ADHERED MEMBRANE 1C - ZINC SIDING AT INSIDE CORNER INSIDE CORNER FLASHING INTERLOCKING METAL PANEL FASTENED TO HAT CHANNEL FASTEN HAT CHANNELS OVER VERTICAL STRIP OF BUTYL SELF-ADHERED FLASHING, TYP. EXISTING/REPAIRED/NEW BACKUP WALL 1D - ZINC SIDING AT INSIDE CORNER EXISTING/REPAIRED/NEW BACKUP WALL FASTEN HAT CHANNELS OVER VERTICAL STRIP OF BUTYL SELF-ADHERED FLASHING, TYP. INTERLOCKING METAL PANEL FASTENED TO HAT CHANNEL OUTSIDE CORNER FLASHING DEMO 3 TYPICAL TERRACE DECK DRAIN ASSEMBLY 3" = 1'-0" REPAIR REMOVE EXISTING DRAIN BODY INSTALL NEW ZURN Z-181-FS (FLAT STRAINER) OR JOSAM 24500-35 (FLAT GRATE) DRAIN SUMP EXISTING CONCRETE DECK AROUND DRAINS (1" DEEP AND 18"Ø OUT FROM DRAIN BODY), TYP. THERMAPANEL SNOW-MELTING SYSTEM RIGID INSULATION, TYP. (2) LAYERS DRAINAGE MAT 24"x24" NOMINAL PAVER, TYP. ADJUSTABLE PEDESTALS AT EACH JOINT INTERSECTION SUPPLY / RETURN MANIFOLD SET INTO INSULATION AS REQUIRED THERMAPANEL INLET/OUTLET, TYP. 7" (N O S L O P E ) 312" 23 8" 3 4" 3 8" T.O.F.F. REMOVE DRAINAGE MAT & WATERPROOFING MEMBRANE REMOVE LIGHTWEIGHT CONC.TOPPING SLAB REMOVE STONE PAVERS REMOVE TAPERED RIGID INSULATION; THICKNESS VARIES REMOVE PLYWOOD SHEATHING COMPOSITE CONCRETE SLAB TO REMAIN FACTORY APPLIED EPS INSULATION, TYP. APPROX. 7" ABOVE CONCRETE COMPOSITE CONCRETE SLAB TO REMAIN HOT FLUID-APPLIED WATERPROOFING, REFER TO SHEETS A5.0 & A5.1 FOR TYPICAL REQUIREMENTS TYPICAL TERRACE ASSEMBLY DETAILS A4.0 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 1 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021 2 LEVEL 2 AND LEVEL 3 GUEST ROOM TERRACE DRAIN DEMOLITION DETAIL, TYP. NOT TO SCALE 3'-0" S Q . SAW-CUT A 3'-0 x 3'-0" PERIMETER IN THE TOPPING SLAB, CENTERED ON THE TERRACE DRAIN, TO A DEPTH OF NO MORE THAN 1/2". REMOVE TOPPING SLAB, TAKING CARE NOT TO DAMAGE THE EXISTING HYDRONIC SNOW MELT TUBING, WIRE MESH REINFORCEMENT, AND WATERPROOFING. ENSURE MINIMUM OF12" OF DRAIN MAT IS EXPOSED. EXISTING WATERPROOFING OVER EXISTING SLAB TO REMAIN. THOROUGHLY CLEAN AND PREP FOR NEW INSTALLATION OF NE DRAIN MAT AND TOPPING REPAIR SLAB REMOVE EXISTING STRAINER, CLAMPING RING, AND DRAIN RISER. CLEAN ALL WEEPS AND INTERNAL MINERAL DEPOSITS. PROTECT, STORE, AND PREP FOR REINSTALLATION. ARCHITECT/ENGINEER TO BE PRESENT DURING CREATION OF EXPLORATORY OPENING REMOVE THE STONE PAVERS AND SETTING BED DOWN TO THE CONCRETE TOPPING TO FAICILITATE THE WORK. REMOVE PAVERS AS A WHOLE UNIT RATHER THAN CUT. STONE PAVERS AND SETTING BED NOT SHOWN FOR CLARITY. IDENTIFY AND MARK THE LOCATION OF HYDRONIC SNOW MELT TUBING PRIOR TO CONCRETE REMOVAL. HYDRONIC SNOW MELT TUBING NOT SHOWN FOR CLARITY. 12" TYP . REMOVE EXISTING DRAIN MAT LEAVING 12" REMAINING AT OPENING, EACH SIDE CL CL 1' - 6 " 1' - 6 " 1'-6"1'-6" 1/4" x 1/2" TOOLED JOINT WITH SEALANT AND BACKER ROD, REF. 3B/S4.1 TYP. #3 BAR x 30" LONG, PLACE AT CENTER HEIGHT OF REPAIR SLAB REMOVE TOPPING SLAB DOWN TO SPLIT SLAB WATERPROOFING. PROVIDE NEW TOPPING REPAIR SLAB EXISTING DRAIN ASSEMBLY TO BE RE-INSTALLED A4.1 3B 3 TERRACE DRAIN REPAIR DETAILS, TYP. AS NOTED 3A - PLAN VIEW SCALE: 112" = 1'-0" 2" CONCRETE TOPPING SLAB 3 4" GROUT BED 3 4" THICK PAVERS DRAINAGE MAT OVER FLUID-APPLIED WATERPROOFING 5 8" PLYWOOD SHEATHING TAPERED INSULATION; THICKNESS VARIES STRUCTURAL SLAB 1'-6" 6" 12" SY M M E T R I C A L A L O N G C E N T E R L I N E CL 3B - REPAIR SECTION HYDRONIC SNOW MELT TUBING NEW PAVERS SET OVER NEW GROUT BED AT ENTIRE TERRACE NEW DRAINAGE MAT; LAP NEW FILTER FABRIC OVER EXISTING DRAINAGE MAT NEW CONCRETE TOPPING REPAIR; USE SIKACRETE 211 SCC PLUS, OR MBCC MASTEREMACO S466 SCALE: 3" = 1'-0" WRAP DRAIN RISER AND CLAMPING COLLAR w/ YORK WEEP-ARMOR ~ TAPE ONTO FILTER FABRIC OF DRAINABLE MAT AND SECURE TOP EDGE WITH STAINLESS STEEL BAND COLLAR A4.1 3C 4 PAVING AT LEVEL 3 LIVING ROOM TERRACE DOOR THRESHOLD, TYP. 3" = 1'-0" EXISTING SLIDING DOOR EXISTING WATERPROOFING WITH NEW LAYER, REF. 1/S4.1 RE M O V E E X I S T I N G PA V E R S , G R O U T B E D , AN D D R A I N A G E M A T DEMO REPAIR CONTINUOUS SEALANT. USE BACKER ROD AS REQUIRED EXISTING CONCRETE TO REMAIN EXISTING CONCRETE TO REMAIN REFER TO PAVER PEDESTAL MANUFACTURER FOR PERIMETER PAVER SUPPORT REQUIREMENTS EX I S T I N G I N S U L A T I O N , PL Y W O O D T O R E M A I N NE W P E D E S T A L S E T P A V E R S AN D T H E R M A - H E X X S Y S T E M , RE F . 2 / A 4 . 0 F O R CO M P O N E N T R E Q U I R E M E N T S EXISTING WATERPROOFING WITH NEW LAYER, REF. 1/A4.1 DO NOT DAMAGE EXISTING SILL 5 PAVING LEVEL 3 LIVING ROOM TERRACE GUARDRAIL WALL, TYP. 3" = 1'-0" REFER TO PAVER PEDESTAL MANUFACTURER FOR PERIMETER PAVER SUPPORT REQUIREMENTS EXISTING GUARD RAIL WALL TO REMAIN REMOVE EXISTING PAVERS, GROUT BED, AND DRAINAGE MAT SIMILAR TO DETAIL 4/A4.1 NE W P E D E S T A L S E T P A V E R S AN D T H E R M A - H E X X S Y S T E M , RE F . 2 / A 4 . 0 F O R CO M P O N E N T R E Q U I R E M E N T S EXISTING WATERPROOFING WITH NEW LAYER, REF. 1/S4.1 3C - ENLARGED DRAIN REPAIR NOT TO SCALE CLEAN DEPOSITS FROM DRAIN AND CLAMPING COLLAR WEEP HOLES TO ENSURE FREE DRAINAGE FLOW REFER TO DETAIL 10/A5.0 FOR WATERPROOFING DETAILS FLIP CLAMPING RING UPSIDE DOWN 16GA STAINLESS STEEL A304 PERFORATED SHEET (1 4" HOLES @ 3 8" O.C.E.W.). CUT TO FIT DRAIN CLAMPING RING SY M M E T R I C A L A L O N G C E N T E R L I N E 1 WATERPROOFING AT LEVEL 3 LIVING ROOM TERRACE DOOR THRESHOLD 3" = 1'-0" EXISTING CONCRETE TO REMAIN HEAT AND REMOVE EXISTING HYDROFLEX 30. INSTALL AN ADDITIONAL 90 MIL LAYER OF WATERPROOFING OVER EXISTING, INSTALL FLEXFLASH F, FOLLOWED BY A TOP COAT OF 125 MILS AND HYDROFLEX 30 REFER TO AMERICAN HYDROTECH INSTALLATION GUIDLINES PAGE 35. FLEX FLASH UN HYDROFLEX 30 SEPARATION/PROTECTION SHEET EXISTING ROUGH OPENING FLASHING THIRD LEVEL TERRACE REPAIR DETAILS A4.1 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 1 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021 1 TERRACE ASSEMBLY DETAIL AT FIREPLACE 1-1/2" = 1'-0" 1B - REPAIR 1C- ENLARGED REPAIR1A - DEMO RE M O V E E X I S T I N G TE R R A C E A S S E M B L Y REMOVE EXISTING FIREPLACE HEARTH AND MANTEL PER OWNER'S REQUIREMENTS. REPLACE FIREPLACE AND FIREPLACE CLADDING - TBD BY OTHERS A4.2 1C NE W TE R R A C E A S S E M B L Y , RE F . 2 / A 4 . 0 ANTICIPATED CONSTRUCTION AT FIREPLACE. MATERIALS AND DETAILING BY OTHERS CONTRACTOR TO VERIFY EXTENT OF LOWER CMU SUPPORT WALL 2 TYPICAL WATERPROOFING REPAIRS AT FOURTH FLOOR TERRACE GUARD RAIL 3" = 1'-0" DEMO REPAIR RE M O V E E X I S T I N G TE R R A C E A S S E M B L Y REINSTALL EXISTING STEEL CAP ASSEMBLY NE W TE R R A C E A S S E M B L Y , RE F . 2 / A 4 . 0 EXISTING CONCRETE TO REMAIN EXISTING CONCRETE TO REMAIN REMOVE EXISTING WATERPROOFING FROM INNER AND OUTER FACES AND TOP OF WALL REMOVE EXISTING STEEL CAP ASSEMBLY REMOVE EXISTING RAILING ASSEMBLY REINSTALL EXISTING RAILING ASSEMBLY ADD BLOCKING AS REQUIRED TO ENSURE FLAT VERTICAL SURFACE FOR NEW WATERPROOFING REFER TO PAVER PEDESTAL MANUFACTURER FOR PERIMETER PAVER SUPPORT REQUIREMENTS INSTALL NEW HOT FLUID-APPLIED WATERPROOFING UP INNER FACE AND ONTO TOP OF WALL 4" M I N . LIGHTLY TORCH OFF FACER OF CAP FLASHING AT LAP WITH HOT FLUID-APPLIED WATERPROOFING. EXTEND HOT FLUID-APPLIED WATERPROOFING ONTO HORIZONTAL SURFACE OF CAP FLASHING STRIP-IN TOP OF METAL FLASHING WITH BUTYL-BASED SELF-ADHERED FLASHING NEW S.S. FLASHING WITH NEW HEMMED DRIP EDGE SELF-ADHERED RUBBERIZED ASPHALT-BASED CAP FLASHING LAPPED 4" MIN ONTO STRIP-IN FLASHING NE W TE R R A C E A S S E M B L Y , RE F . 2 / A 4 . 0 REFER TO PAVER PEDESTAL MANUFACTURER FOR PERIMETER PAVER SUPPORT REQUIREMENTS EXISTING CONCRETE TO REMAIN EXTEND NEW HOT FLUID-APPLIED WATERPROOFING ONTO CMU WALL CLADDING BY OTHERS RE P L A C E ST O N E B A L L A S T 3 WATERPROOFING REPAIR AT WINDOW SILL ON LEVEL 4 TERRACE AT ROCK GARDEN 3" = 1'-0" DEMO REPAIR TE M P O R A R I L Y R E M O V E ST O N E B A L L A S T REMOVE LIFT/SLIDE DOOR WINDOW AND ASSOCIATED INTERIOR FINISHES AND TRIM REMOVE HYDROFLEX RB-II ROOT BARRIER GRANULATED CAP SHEET TO ACCESS EXISTING WATERPROOFING FOR TIE-IN WITH NEW WINDOW SILLS TIE NEW WATERPROOFING INTO THE EXISTING WATERPROOFING, INSTALL NEW HYDROFLEX RB-II ROOT BARRIER GRANULATED CAP SHEET ZINC SIDING COVER, CONNECTION TBD EXISTING INSULATION, PLYWOOD TO REMAIN EXISTING INSULATION, PLYWOOD TO REMAIN INSTALL NEW SNOWMELT TUBES BELOW WINDOW RE F R A M E B E L O W S I L L TO E L E V A T E R . O . 12 " A B O V E A D J A C E N T RO O F S U R F A C E (N O T S H O W N T O S C A L E ) ADD NEW WOOD BLOCKING TO RAISE LIFT/SLIDE DOOR AND REPLACE LIFT/SLIDE DOOR,WINDOW, AND ASSOCIATED INTERIOR FINISHES AND TRIM NEW SELF-ADHERED MEMBRANE SHEET S.S. SILL PAN FLASHING SET IN FULL BED OF COMPATIBLE SEALANT OVER MEMBRANE SHEET~ REF. 8/A5.0 PLASTIC SHIMS PER MANUFACTURER RECOMMENDATIONS ~ AT MINIMUM, SHIM AT EACH FRAME VERTICAL AND 12" O.C. MAX BETWEEN FRAME VERTICALS BACKER ROD AND SEALANT JOINT ~ CONTINUOUS WITH INTERIOR SEALANT JOINT AT JAMBS ~ RE: A0.2 TERRACE DETAILS AT FOURTH LEVEL A4.2 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 1 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021 1A - DEMO 1 FOURTH LEVEL TERRACE WATERPROOFING DETAIL AT PLANTER 3" = 1'-0" 1B - REPAIR RE M O V E E X I S T I N G TE R R A C E A S S E M B L Y EXISTING WATERPROOFING TO REMAIN REMOVE ALL PLANTER CONTENTS, U.N.O. ±2'-6" FIELD VERIFY EXISTING CMU WALL ON THE ROCK GARDEN SIDE OF PLANTER TO REMAIN REMOVE AND SALVAGE PLANTER WALL COPING FOR RE-USE REMOVE EXISTING WALL CLADDING ON TERRACE SIDE OF PLANTER REMOVE EXISTING WALL WATERPROOFING ON TERRACE SIDE OF PLANTER EXISTING DRAIN ASSEMBLY TO REMAIN EXISTING CONCRETE TO REMAIN REMOVE EXISTING CMU WALL ON THIS SIDE EXISTING CMU WALL TO REMAIN EX I S T I N G RO C K G A R D E N A S S E M B L Y TO R E M A I N NE W TE R R A C E A S S E M B L Y , RE F . 2 / A 4 . 0 LAP EXISTING WATERPROOFING OVER NEW HOT FLUID-APPLIED WATERPROOFING PER MANUFACTURER'S WRITTEN INSTALLATION RECOMMENDATIONS REINSTALL PLANTER CONTENT TO MATCH EXISTING ±2'-6" FIELD VERIFY EXISTING CMU WALL ON THE ROCK GARDEN SIDE OF PLANTER TO REMAIN REINSTALL WALL COPING NEW HAT CHANNELS AND ZINC SIDING EXISTING DRAIN ASSEMBLY TO REMAIN EXTEND HOT FLUID-APPLIED WATERPROOFING UNDER CMU WALL AS SHOWN EXTEND HOT FLUID-APPLIED WATERPROOFING AND PROTECTION COURSE UP AND OVER CMU WALL AS SHOWN REBUILD CMU WALL TO MATCH EXISTING EXISTING CONCRETE TO REMAIN EXISTING CMU WALL TO REMAIN REFER TO DETAIL 9/A5.0 FOR WATERPROOFING REQUIREMENTS AT PRESET DOWEL PENETRATIONS, TYP. ROCK GARDEN PAVERED TERRACE ROCK GARDEN PAVERED TERRACE EX I S T I N G RO C K G A R D E N A S S E M B L Y TO R E M A I N ROOT BARRIER FULL HEIGHT OF PLANTER WALLS, TYP. NEW SELF-ADHERED MEMBRANE NOTE: AT NORTH END OF EAST PLANTER WALL, REMOVE AND RE-INSTALL EXISTING CONDUIT IN PVC SLEEVES THAT EXTEND A MINIMUM OF 6 INCHES ABOVE THE CONCRETE DECK. INSTALL NEW WATERPROOFING INSIDE THIS AREA. CONSTRUCT NEW PLANTER INFILL WALL WITH CMU FACE SHELLS AS REQUIRED. INSTALL NEW WATERPROOFING TO EXTERIOR OF NEW CMU FACE SHELL PLANTER INFILL WALL SECTIONS. TERRACE DETAILS AT FOURTH LEVEL A4.3 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 1 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021 EXISTING SLIDING DOOR TO BE REMOVED AND DISCARDED 1 WATERPROOFING REPAIR AT LEVEL 4 SLIDING DOOR, TYP. 3" = 1'-0" DEMO REPAIR RE M O V E E X I S T I N G TE R R A C E A S S E M B L Y EXISTING WATERPROOFING AND FLASHINGS WITHIN R.O. TO BE REMOVED AND DISCARDED 2 EXTERIOR WALL BASE WITH ZINC CLADDING ASSEMBLY AT FOURTH LEVEL 3" = 1'-0" DEMO REPAIR RE M O V E E X I S T I N G TE R R A C E A S S E M B L Y NE W TE R R A C E A S S E M B L Y , RE F . 2 / A 4 . 0 REFER TO PAVER PEDESTAL MANUFACTURER FOR PERIMETER PAVER SUPPORT REQUIREMENTS NE W TE R R A C E A S S E M B L Y , RE F . 2 / A 4 . 0 REFER TO PAVER PEDESTAL MANUFACTURER FOR PERIMETER PAVER SUPPORT REQUIREMENTS EXISTING CONCRETE TO REMAIN EXISTING CONCRETE TO REMAIN EXTEND EXISTING BACK-UP WALL ASSEMBLY TO EXISTING CONCRETE DECK EXISTING CONCRETE TO REMAIN NEW HAT CHANNELS OVER AWB FLASHING STRIPS AND ZINC SIDING NEW SELF-ADHERED MEMBRANE. LAP OVER NEW HOT-APPLIED WATERPROOFING AS INDICATED. 24 " M I N . (N O T S H O W N T O S C A L E ) SELF-ADHERED AIR/WATER BARRIER (AWB). LAP OVER VERTICAL LEG OF STARTER FLASHING METAL PANEL STARTER AND BASE FLASHING SELF-ADHERED AIR/WATER BARRIER (AWB). LAP OVER VERTICAL LEG OF STARTER FLASHING S.S. SILL PAN FLASHING SET IN FULL BED OF COMPATIBLE SEALANT OVER MEMBRANE SHEET~ REF. 8/A5.0 PLASTIC SHIMS PER MANUFACTURER RECOMMENDATIONS ~ AT MINIMUM, SHIM AT EACH FRAME VERTICAL AND 12" O.C. MAX BETWEEN FRAME VERTICALS BACKER ROD AND SEALANT JOINT ~ CONTINUOUS WITH INTERIOR SEALANT JOINT AT JAMBS ~ RE: A0.2 INSTALL NEW SLIDING DOOR PER MANUFACTURER RECOMMENDATIONS EXISTING SUBSTRATE. REPAIR/REPLACE IN KIND. MATCH IN KIND THE EXTERIOR WALL ASSEMBLY TO WINDOW IS INSTALLED IN 3 ROOF LEVEL WATERPROOFING TRANSITION AT STAIR 3" = 1'-0" 3A - DEMO 3B - REPAIR RE M O V E E X I S T I N G TE R R A C E A N D S T A I R PA V E R A S S E M B L Y NE W TE R R A C E A S S E M B L Y , RE F . 2 / A 4 . 0 NEW CONCRETE CURB. CONSTRUCT THE SAME WIDTH AS A TYPICAL STAIR PAVER TREAD NEW STAIR PAVERS AND SETTING BED EXISTING WATERPROOFING TO REMAIN, TYP. STAIR PAVERS TO BE REMOVED NEW STAIR PAVER AND SETTING BED OVER CONCRETE CURB TERRACE DETAILS AT FOURTH LEVEL A4.4 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 1 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021 3C - BASE OF STAIR REPAIR NEW WALL SHEATHING AND AWB NEW METAL WALL SILL TRACK AND VERTICAL FRAMING 12" HALF-ROUND PVC WEEPS AT MAXIMUM SPACING OF 16" O.C. (TWO MINIMUM) NEW CONCRETE CURB REMOVE AND REINSTALL DOOR AND COMPLETE ALL WATERPROOFING REPAIRS PRIOR TO INSTALLATION OF NEW CONCRETE CURB 1 TYPICAL WATERPROOFING REPAIRS AT ROOF DECK GUARDRAIL 3" = 1'-0" DEMO REPAIR NE W TE R R A C E A S S E M B L Y , RE F . 2 / A 4 . 0 RE M O V E E X I S T I N G TE R R A C E A S S E M B L Y REMOVE AND RAILING FOR RE-USE AS REQUIRED SELF-ADHERED AIR/WATER BARRIER (AWB) EXISTING CONCRETE TO REMAIN NEW HAT CHANNELS AND ZINC SIDING SELF-ADHERED BUTYL-BASED TERMINATION FLASHING AT TOP EDGE OF AWB REFER TO PAVER PEDESTAL MANUFACTURER FOR PERIMETER PAVER SUPPORT REQUIREMENTS LIGHTLY TORCH OFF FACER OF CAP FLASHING AT LAP WITH HOT FLUID-APPLIED WATERPROOFING ~ EXTEND HOT FLUID-APPLIED WATERPROOFING ONTO HORIZONTAL SURFACE OF CAP FLASHING NEW MORTAR BED NEW METAL FLASHING, BED IN SEALANT. NOTCH DRIP EDGE AT GUARDRAIL POSTS SELF-ADHERED RUBBERIZED ASPHALT-BASED CAP FLASHING LAPPED 4" MIN ONTO TERMINATION FLASHING RE-INSTALL RAILING ASSEMBLY, TYP. 4" MI N . 2 TYPICAL WATERPROOFING REPAIRS AT ROOF DECK TO WALL INTERFACE 3" = 1'-0" DEMO REPAIR RE M O V E E X I S T I N G TE R R A C E A S S E M B L Y REMOVE SELF-ADHERING SHEET WATERPROOFING REMOVE ZINC SIDING OVER HAT CHANNELS EXISTING CONCRETE TO REMAIN NE W TE R R A C E A S S E M B L Y , RE F . 2 / A 4 . 0 NEW HAT CHANNELS AND ZINC SIDING NEW SELF-ADHERED MEMBRANE. LAP OVER NEW HOT-APPLIED WATERPROOFING AS INDICATED 24 " M I N . (N O T S H O W N T O S C A L E ) SELF-ADHERED AIR/WATER BARRIER (AWB). LAP OVER VERTICAL LEG OF STARTER FLASHING METAL PANEL STARTER AND BASE FLASHING REFER TO PAVER PEDESTAL MANUFACTURER FOR PERIMETER PAVER SUPPORT REQUIREMENTS S.S. METAL CAP FLASHING WITH HEMMED DRIP EDGE BUTYL-BASED SELF-ADHERED CAP FLASHING LAPPED OVER NEW AWB AND EXISTING SELF ADHERED MEMBRANE NEW HAT CHANNELS AND ZINC SIDING NEW SELF-ADHERED AIR/WATER BARRIER (AWB) EXISTING SELF-ADHERED MEMBRANE TEMPORARILY REMOVE AND/OR LOOSEN TOP OF EXISTING SIDING AND HAT CHANNEL TO ALLOW INTEGRATION OF NEW SELF-ADHERED CAP FLASHING WITH EXISTING SELF-ADHERED MEMBRANE. SECURELY REINSTALL AFTER COMPLETE CLEAN, PATCH, AND PREPARE CMU AS REQUIRED TO MEET AWB AND AND SELF-ADHERED CAP FLASHING MANUFACTURER'S WRITTEN SUBSTRATE REQUIREMENTS 3 CAP FLASHING DETAIL AT CMU PERIMETER WALL 3" = 1'-0" EXISTING CMU WALL REINSTALL EXISTING WALL COPING WITH BACKER ROD & SEALANT AT HEAD JOINTS USE COMPATIBLE SEALANT TO SEAL SPLIT TAIL ANCHOR FASTENER PENETRATIONS THROUGH FLASHING 4 CAP FLASHING DETAIL AT FRAMED PERIMETER WALL 3" = 1'-0" VARIES NEW HAT CHANNELS AND ZINC SIDING NEW SELF-ADHERED AIR/WATER BARRIER (AWB) BUTYL-BASED SELF-ADHERED CAP FLASHING LAPPED OVER NEW AWB AND EXISTING SELF ADHERED MEMBRANE S.S. METAL CAP FLASHING WITH HEMMED DRIP EDGE USE COMPATIBLE SEALANT TO SEAL SPLIT TAIL ANCHOR FASTENER PENETRATIONS THROUGH FLASHING REINSTALL EXISTING WALL COPING WITH BACKER ROD & SEALANT AT HEAD JOINTS EXISTING SELF-ADHERED MEMBRANE TEMPORARILY REMOVE AND/OR LOOSEN TOP OF EXISTING SIDING AND HAT CHANNEL TO ALLOW INTEGRATION OF NEW SELF-ADHERED CAP FLASHING WITH EXISTING SELF-ADHERED MEMBRANE. SECURELY REINSTALL AFTER COMPLETE EXISTING FRAMED WALL CLEAN, PATCH, AND PREPARE SHEATHING AS REQUIRED TO MEET AWB AND AND SELF-ADHERED CAP FLASHING MANUFACTURER'S WRITTEN SUBSTRATE REQUIREMENTS TERRACE DETAILS AT ROOF A4.5 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 2 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021 2 WATERPROOFING REPAIRS AT HOT TUB DECK EAST SIDE WALL 3" = 1'-0" 2B - TOP OF WALL FLASHING DETAIL NEW METAL STUD WALL WITH PLYWOOD CLADDING HOT FLUID APPLIED WATERPROOFING INSTALLED UP AND OVER THE TOP OF THE WALL. INSTALL PROTECTION BOARD BELOW THE HOT TUB A4.6 2B 2A - FULL SECTION SELF-ADHERED AIR-WATER BARRIER (AWB) 4" M I N . 4" M I N . SELF-ADHERED BUTYL-BASED TERMINATION FLASHING AT TOP EDGE OF AWB SELF-ADHERED RUBBERIZED ASPHALT-BASED CAP FLASHING LAPPED 4" MIN. ONTO TERMINATION FLASHING NEW 3 4" PLYWOOD CLADDING, TYP. NEW METAL STUD WALL HOT FLUID-APPLIED WATERPROOFING, REFER TO SHEETS A5.0 & A5.1 FOR TYPICAL REQUIREMENTS NEW 2x6 WOOD CAP BLOCKING LIGHTLY TORCH OFF FACER OF CAP FLASHING AT LAP WITH HOT FLUID-APPLIED WATERPROOFING. EXTEND HOT FLUID-APPLIED WATERPROOFING ONTO HORIZONTAL SURFACE OF CAP FLASHING, TYP. COPING FINISH MATERIALS BY OTHERS 1 WATERPROOFING REPAIRS AT THE HOT TUB DECK NORTH WALL 6" = 1'-0" NEW SELF-ADHERED WALL MEMBRANE NEW PLYWOOD OVER EXISTING AND NEW METAL STUD FRAMING AS REQUIRED EXISTING CMU ELEVATOR OVERRUN WALL NEW COVE BEAD AT TRANSITION CORNER HOT FLUID-APPLIED WATERPROOFING TERMINATION, REF. 4/A5.0 & 2/A5.0 HOLD HYDROFLEX 30 PROTECTION SHEET DOWN 6-INCHES BELOW WALL CHANGE IN PLANE HOT FLUID-APPLIED WATERPROOFING BASE OF WALL DETAIL, REF. 2/A5.0 6" MA T C H E X I S T I N G . MO D I F Y E X I S T I N G S T U D S AN D S H E A T H I N G A S R E Q U I R E D WATERPROOFING DETAILS AT ROOF TERRACE A4.6 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 2 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021 HOT TUB AREA GENERAL NOTES: 1. REMOVE EXISTING HOT FLUID-APPLIED WATERPROOFING MEMBRANE FROM THE DECK AND LOWER WALLS. REMOVE EXISTING SELF-ADHERED MEMBRANE FROM VERTICAL WALLS. 2. INSTALL NEW PLYWOOD TO FILL ANY VOIDS IN THE EXISTING PLYWOOD WALLS AND WALL CAP. 3. REMOVE THE EXISTING PIPES, THE PIPE SUPPORTS, AND THE DRAIN BODY, AND DISCONNECT ANY ELECTRICAL CONDUIT. INSTALL HOT APPLIED WATERPROOFING, REFERRING TO DETAIL SPECIFICATIONS AND DRAWING DETAIL 8/5.1 FOR SYSTEM DETAILS. REFER TO DETAILS ON SHEETS A5.0 AND A5.1 FOR PIPES, AND ELECTRICAL CONDUIT PENETRATIONS (REFER TO DETAIL 9/A5.1). 4. REMOVE THE EXISTING METAL PEDESTALS AND MORTAR BEDS LOCATED ALONG THE NORTH WALL. REFER TO DETAIL 10/A5.1 FOR WATERPROOFING INSTRUCTIONS. RESINSTALL PEDESTALS WITH NEW MORTAR BED AND SHIMS, & WATERPROOFING. 5. SUMP THE CONCRETE DECK AROUND THE DRAIN OPENING AND INSTALL A NEW ZURN Z-181 ROOF TYPE DRAIN MOUNTED FLUSH TO THE NEWLY SUMPED DECK. 6. INSTALL NEW PLYWOOD TO FILL ANY VOIDS IN THE EXISTING PLYWOOD WALLS AND WALL CAP. INSTALL NEW HOT FLUID-APPLIED WATERPROOFING MEMBRANE, TURNING UP WALLS 30 INCHES IN HOT TUB AREA, AND INSTALL SELF-ADHERED WALL MEMBRANE. 7. ENCLOSE STEEL COLUMN IN SOUTHEAST CORNER IN PLYWOOD AND COVER WITH SELF-ADHERED MEMBRANE. A4.6 1 A5.1 10 A4.6 2 SEAL PIPE PENETRATION AT CMU REROUTE EXISTING PLUMBING SEAL PENETRATION THROUGH AWB WITH LIQUID APPLIED FLASHING INSTALL CONTINUOUS RIGID INSULATION ALONG NORTH ELEVATOR OVERRUN FROM CONCRETE DECK TO BOTTOM OF FURROUT 1 WATERPROOFING REPAIRS AT HOT TUB DECK SOUTH SIDE WALL 3" = 1'-0" NEW METAL STUD WALL WITH INSULATION AND PLYWOOD CLADDING HOT FLUID APPLIED WATERPROOFING INSTALLED UP AND OVER THE TOP OF THE WALL. INSTALL PROTECTION BOARD BELOW THE HOT TUB EXISTING GLASS WALL SUPPORTS TO REMAIN A4.7 1B 1A - FULL SECTION 1B - TOP OF WALL FLASHING DETAIL SELF-ADHERED AIR-WATER BARRIER (AWB) 4" M I N . 4" M I N . SELF-ADHERED BUTYL-BASED TERMINATION FLASHING AT TOP EDGE OF AWB SELF-ADHERED RUBBERIZED ASPHALT-BASED CAP FLASHING LAPPED 4" MIN. ONTO TERMINATION FLASHING NEW 3 4" PLYWOOD CLADDING, TYP. NEW METAL STUD WALL EXISTING GLASS WALL SUPPORTS TO REMAIN HOT FLUID-APPLIED WATERPROOFING, REFER TO SHEETS A5.0 & A5.1 FOR TYPICAL REQUIREMENTS NEW 2x6 WOOD CAP BLOCKING, INTERRUPT AT GLASS WALL SUPPORT LIGHTLY TORCH OFF FACER OF CAP FLASHING AT LAP WITH HOT FLUID-APPLIED WATERPROOFING. EXTEND HOT FLUID-APPLIED WATERPROOFING ONTO HORIZONTAL SURFACE OF CAP FLASHING, TYP. COPING FINISH MATERIALS BY OTHERS WATERPROOFING DETAILS AT HOT TUB - LEVEL 5 A4.7 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 2 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021 A4.6 1 A4.7 1 TOOL LIQUID -APPLIED FLASHING EVENLY AT LEAST 2" ONTO THE FACE AND AT LEAST 1" OUT ALONG ALL SIDES OF THE PENETRATION 1" MIN. 2" M I N . 2" M I N . NEW SELF-ADHERED MEMBRANE BACKER ROD OR SPRAY FOAM INSULATION 1 WATERPROOFING AT PIPE PENETRATION NOT TO SCALE EXTERIOR FACE OF NEW ZINC SIDING TOOL LIQUID-APPLIED FLASHING EVENLY AT LEAST 2" ONTO THE FACE AND AT LEAST 1" OUT ALONG ALL SIDES OF THE PENETRATION 2" M I N . 2" M I N . NEW SELF-ADHERED MEMBRANE BACKER ROD OR SPRAY FOAM INSULATION 2 WATERPROOFING AT I-BEAM PENETRATION NOT TO SCALE EXTERIOR FACE OF NEW ZINC SIDING EXTEND TOOL LIQUID-APPLIED FLASHING EVENLY ALONG INTERIOR SURFACES OF BEAM FLANGES AND WEB AT PENETRATION EXTEND SHEATHING CONTINUOUS TO FACE OF BEAM WEB 1" MIN. 4 WATERPROOFING AT PANEL BOX NOT TO SCALE TOOL LIQUID-APPLIED FLASHING COMPLETELY OVER BOX FLANGES AND FASTENERS AS WELL AS 1" OUT ALONG ALL SIDES OF BOX WALLS, TYP. 2" M I N . 2" M I N . 3 PENETRATION WATERPROOFING AT GUARDRAIL SUPPORTS NOT TO SCALE REMOVE, STORE, AND PROTECT FOR FUTURE REUSE THE GUARDRAIL BALUSTRADE AND FIXINGS AND BRACKETS INSTALL NEW SUBSTRATE BETWEEN STEEL KNIFE PLATES TO PROVIDE ADEQUATE SUBSTRATE TO INSTALL NEW AIR/WATER BARRIER. MATCH ADJACENT BACKUP WALL ASSEMBLY. EXISTING KNIFE PLATES (2) PER GUARD RAIL LIQUID-APPLIED FLASHING. EXTEND EVENLY AT LEAST 2" ONTO FACE OF SHEATHING AND 1" MINIMUM OUT ALONG ALL SIDES OF THE KNIFE PLATES. ENSURE LIQUID-APPLIED MEMBRANE WILL BE COVERED BY THE EXTERIOR CLADDING AND PROTECTED FROM UV. NEW SELF-ADHERED MEMBRANE EXTERIOR FACE OF CLADDING BACKER ROD OR SPRAY FOAM INSULATION 1" MIN. WIDTH (W) 14" - 12" 12" - 1" > 1" DEPTH (D) 14" 12" W/2 JOINT PROFILE TABLE 2B: HORIZONTAL JOINTS 1. IF W < 12": D = W; 14" MIN. 2. IF W = 12" TO 1": D = (12)W 3. IF W > 1": D = 12" 4. ENSURE BACKER ROD DIA. IS 25% LARGER THAN THE JOINT WIDTH, TYP. D W 2A: CORNER JOINTS 1. DIMENSIONS A, B, & C MUST BE 14" MIN. 2. INSTALL BOND BREAKER TAPE / BACKER ROD IF JOINT MOVEMENT IS ANTICIPATED. 3. TOOL JOINT TO PROVIDE A CONCAVE FINISHED SURFACE. B C C B A 2C: HORIZ.-TO-VERT. JOINTS 1. DIMENSIONS A & B > 1 4". 2. TOOL JOINTS TO ENSURE POSITIVE WATER RUNOFF. 3. ENSURE BACKER ROD DIA. IS 25% LARGER THAN THE JOINT WIDTH, TYP. BOND BREAKER TAPE OR BACKER ROD, TYP. EXISTING SUBSTRATE LEGEND - BACKER ROD MATERIAL- 1 8" M I N . A W SEALANT AS SPECIFIED- 5 SEALANT JOINT INSTALLATION GUIDELINES, TYP. NOT TO SCALE NOTES: 1.SEALANT JOINTS ARE TO BE CONTINUOUS, U.N.O. 2.SURFACE PREPARATION: CLEAN SURFACE BY ABRASIVELY BLASTING OR GRINDING. MINIMIZE CONCRETE REMOVAL ON SIDE OF JOINT 6" MI N . 6" MI N . 6"MI N . EA.S I D E 6" M I N . 6" M I N . 6 TYPICAL SADDLE INTERSECTINF FLASHING 1" = 1" 6"MIN . EA.SI D E6"MI N . EA.S I D E LOW INTERSECTING WALL, PARAPET, GUARDRAIL, CURB, ETC. 6A - SADDLE CONDITION A SADDLE FLASHING LAPPED OVER MEMBRANE BELOW 6B - SADDLE CONDITION B 6"MI N . EA.S I D E INTERSECTING WALL LOW INTERSECTING WALL, PARAPET, GUARDRAIL, CURB, ETC. WALL CORNER SADDLE FLASHING LAPPED OVER MEMBRANE BELOW INSTALL AND INTEGRATE SADDLE INTERSECTION FLASHING IN A SHINGLE LAPPED FASHION WITH SURROUNDING WATERPROOFING AND/OR WALL MEMBRANE MATERIALS AND SEAL ALL LAPS, JOINTS, AND PENETRATIONS TO ACHIEVE A WATER TIGHT ASSEMBLY INTERSECTING WALL SURFACE PLANE ~ LAPPED WALL MEMBRANE OVER SADDLE FLASHING. INSTALL AND INTEGRATE SADDLE INTERSECTION FLASHING IN A SHINGLE LAPPED FASHION WITH SURROUNDING WATERPROOFING AND/OR WALL MEMBRANE MATERIALS AND SEAL ALL LAPS, JOINTS, AND PENETRATIONS TO ACHIEVE A WATER TIGHT ASSEMBLY 7 TYPICAL CORNER INTERSECTION FLASHING 1" = 1" 7A - CORNER CONDITION A 7B - CORNER CONDITION B INSTALL AND INTEGRATE CORNER INTERSECTION FLASHING IN A SHINGLE LAPPED FASHION WITH SURROUNDING WATERPROOFING AND/OR WALL MEMBRANE MATERIALS AND SEAL ALL LAPS, JOINTS, AND PENETRATIONS TO ACHIEVE A WATER TIGHT ASSEMBLY INSTALL AND INTEGRATE CORNER INTERSECTION FLASHING IN A SHINGLE LAPPED FASHION WITH SURROUNDING WATERPROOFING AND/OR WALL MEMBRANE MATERIALS AND SEAL ALL LAPS, JOINTS, AND PENETRATIONS TO ACHIEVE A WATER TIGHT ASSEMBLY 6" M I N . 12" 6" M I N . 6"MI N . EA.S I D E HORIZ. SURFACE PLANE HORIZ. SURFACE PLANE INTERSECTING WALL MEETING PLANE CORNER INTERSECTING FLASHING LAPPED OVER MEMBRANE BELOW. SEAL ALL FASTENERS AND PENETRATIONS 6"MI N . EA.S I D E WALL CORNER 6" M I N . 6" M I N . 6"MIN . EA.SI D E6"MI N . EA.S I D E INTERSECTING WALL MEETING PLANE CORNER INTERSECTING FLASHING LAPPED OVER MEMBRANE BELOW. SEAL ALL FASTENERS AND PENETRATIONS HORIZONTAL SURFACE PLANE PENETRATION WATERPROOFING DETAILS A4.8 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 2 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021 STRIP-IN WINDOW POSITIONING FLANGES WITH SECOND LAYER OF SELF-ADHERED FLASHING AFTER WINDOW IS INSTALLED. LAP 4" MIN ONTO, AND BEYOND, THE FIRST LAYER OF SELF-ADHERED ROUGH OPENING FLASHING STRIP-IN SHEET METAL THROUGH-WALL FLASHING WITH THIRD LAYER OF SELF-ADHERED FLASHING LAPPING SECOND LAYER BY 4" MIN. MINIMIZE SHEET METAL FLASHING LAPS. WHERE LAPS OCCUR, ENSURE THEY ARE COMPLETELY SEALED LAP SELF-ADHERED AIR/WATER RESISTIVE BARRIER OVER THIRD LAYER OF SELF-ADHERED FLASHING 4" MIN. LAP SELF-ADHERED AIR/WATER RESISTIVE BARRIER OVER THIRD LAYER OF SELF-ADHERED FLASHING 4" MIN. NEW HAT CHANNELS AND ZINC SIDING. FASTEN HAT CHANNELS OVER VERTICAL STRIPS OF BUTYL SELF-ADHERED FLASHING MAINTAIN 1 4" MIN. GAP TO ALLOW ASSEMBLY TO WEEP OPERABLE WINDOW ASSEMBLY BACKER ROD AND SEALANT JOINT FILL ANNULAR SPACE BETWEEN FRAME AND ROUGH OPENING WITH LOW-EXPANSION SPRAY POLYURETHANE FOAM. ENSURE PRIMARY SEAL SUBSTRATES ARE NOT CONTAMINATED REMOVE (E) SHEATHING AND CONTINUOUS INSULATION AS NECESSARY TO INSTALL CONTINUOUS PERIMETER BLOCKING FOR ROUGH OPENING FLASHING SUBSTRATE, AND WINDOW ATTACHMENT (AS REQ'D). DO NOT DAMAGE UNDERLYING GYPSUM BASED SHEATHING DISCONTINUOUS COMPOSITE SHIMS, AS REQUIRED BY WINDOW MFR PROVIDE A BED JOINT OF COMPATIBLE SEALANT BEHIND WINDOW MOUNTING CLIPS. EXTEND 1/2-INCH MIN EACH SIDE OF PRIMARY SEAL LOCATION REFER TO INTERIORS DRAWINGS FOR INTERIOR FINISHES, TRIM, ETC. AS APPLIES RETURN THE FIRST LAYER OF FLEXIBLE SELF-ADHERED ROUGH OPENING FLASHING BEYOND THE INNERMOST EXTENT OF THE WINDOW UNIT AND PRIMARY SEAL, 1-INCH MIN DISCONTINUOUS WINDOW MOUNTING CLIPS PRIMARY SEAL AT INNERMOST EXTENT OF FENESTRATION SYSTEM. BACKER ROD AND SEALANT, 12" MIN. 2 OPERABLE WINDOW HEAD DETAIL 3" = 1'-0"1 OPERABLE WINDOW JAMB DETAIL 3" = 1'-0" REFER TO INTERIORS DRAWINGS FOR INTERIOR FINISHES, TRIM, ETC. AS APPLIES RETURN THE FIRST LAYER OF SELF-ADHERED ROUGH OPENING FLASHING BEYOND THE INNERMOST EXTENT OF THE WINDOW UNIT AND PRIMARY SEAL, 1-INCH MIN PRIMARY SEAL AT INNERMOST EXTENT OF FENESTRATION SYSTEM. BACKER ROD AND SEALANT, 12" MIN. PROVIDE A BED JOINT OF COMPATIBLE SEALANT BEHIND WINDOW MOUNTING CLIPS. EXTEND 1/2-INCH MIN EACH SIDE OF PRIMARY SEAL LOCATION DISCONTINUOUS WINDOW MOUNTING CLIPS FILL ANNULAR SPACE BETWEEN FRAME AND ROUGH OPENING WITH LOW-EXPANSION SPRAY POLYURETHANE FOAM. ENSURE PRIMARY SEAL SUBSTRATES ARE NOT CONTAMINATED DISCONTINUOUS COMPOSITE SHIMS, AS REQ'D BY WINDOW MFR BACKER ROD AND SEALANT FIRST LAYER OF SELF-ADHERED FLASHING, EXTEND 4" MIN ONTO SELF-ADHERED AIR/WATER RESISTIVE BARRIER. INTEGRATE WITH THE FLEXIBLE SELF-ADHERED FLASHINGS AT THE SILL AND HEAD BY LAPPING 6" MIN PRE-DETAIL (E) SHEATHING/SUBSTRATE TRANSITIONS PRIOR TO SELF-ADHERED AWB INSTALLATION, AS REQUIRED BY THE AWB MANUFACTURER PRE-DETAIL (E) SHEATHING/SUBSTRATE TRANSITIONS PRIOR TO SELF-ADHERED AWB INSTALLATION, AS REQUIRED BY THE AWB MANUFACTURER NEW HAT CHANNELS AND ZINC SIDING. FASTEN HAT CHANNELS OVER VERTICAL STRIPS OF BUTYL SELF-ADHERED FLASHING SELF-ADHERED AIR/WATER RESISTIVE BARRIER STRIP-IN WINDOW POSITIONING FLANGES WITH SECOND LAYER OF SELF-ADHERED FLASHING AFTER WINDOW IS INSTALLED REMOVE (E) SHEATHING AND CONTINUOUS INSULATION AS NECESSARY TO INSTALL CONTINUOUS PERIMETER BLOCKING FOR ROUGH OPENING FLASHING SUBSTRATE, AND WINDOW ATTACHMENT (AS REQ'D). DO NOT DAMAGE UNDERLYING GYPSUM BASED SHEATHING OPERABLE WINDOW ASSEMBLY STRIP-IN WINDOW POSITIONING FLANGES WITH SECOND LAYER OF SELF-ADHERED FLASHING AFTER WINDOW IS INSTALLED. LAP 4" MIN ONTO, AND BEYOND, THE FIRST LAYER OF SELF-ADHERED ROUGH OPENING FLASHING STRIP-IN SHEET METAL THROUGH-WALL FLASHING WITH THIRD LAYER OF SELF-ADHERED FLASHING LAPPING SECOND LAYER BY 4" MIN. MINIMIZE SHEET METAL FLASHING LAPS. WHERE LAPS OCCUR, ENSURE THEY ARE COMPLETELY SEALED LAP SELF-ADHERED AIR/WATER RESISTIVE BARRIER OVER THIRD LAYER OF SELF-ADHERED FLASHING 4" MIN. LAP SELF-ADHERED AIR/WATER RESISTIVE BARRIER OVER THIRD LAYER OF SELF-ADHERED FLASHING 4" MIN. NEW HAT CHANNELS AND ZINC SIDING. FASTEN HAT CHANNELS OVER VERTICAL STRIPS OF BUTYL SELF-ADHERED FLASHING MAINTAIN 1 4" MIN. GAP TO ALLOW ASSEMBLY TO WEEP FIXED WINDOW ASSEMBLY BACKER ROD AND SEALANT JOINT FILL ANNULAR SPACE BETWEEN FRAME AND ROUGH OPENING WITH LOW-EXPANSION SPRAY POLYURETHANE FOAM. ENSURE PRIMARY SEAL SUBSTRATES ARE NOT CONTAMINATED REMOVE (E) SHEATHING AND CONTINUOUS INSULATION AS NECESSARY TO INSTALL CONTINUOUS PERIMETER BLOCKING FOR ROUGH OPENING FLASHING SUBSTRATE, AND WINDOW ATTACHMENT (AS REQ'D). DO NOT DAMAGE UNDERLYING GYPSUM BASED SHEATHING DISCONTINUOUS COMPOSITE SHIMS, AS REQUIRED BY WINDOW MFR PROVIDE A BED JOINT OF COMPATIBLE SEALANT BEHIND WINDOW MOUNTING CLIPS. EXTEND 1/2-INCH MIN EACH SIDE OF PRIMARY SEAL LOCATION REFER TO INTERIORS DRAWINGS FOR INTERIOR FINISHES, TRIM, ETC. AS APPLIES RETURN THE FIRST LAYER OF FLEXIBLE SELF-ADHERED ROUGH OPENING FLASHING BEYOND THE INNERMOST EXTENT OF THE WINDOW UNIT AND PRIMARY SEAL, 1-INCH MIN DISCONTINUOUS WINDOW MOUNTING CLIPS PRIMARY SEAL AT INNERMOST EXTENT OF FENESTRATION SYSTEM. BACKER ROD AND SEALANT, 12" MIN. 4 FIXED WINDOW HEAD DETAIL 3" = 1'-0"3 FIXED WINDOW JAMB DETAIL 3" = 1'-0" REFER TO INTERIORS DRAWINGS FOR INTERIOR FINISHES, TRIM, ETC. AS APPLIES RETURN THE FIRST LAYER OF SELF-ADHERED ROUGH OPENING FLASHING BEYOND THE INNERMOST EXTENT OF THE WINDOW UNIT AND PRIMARY SEAL, 1-INCH MIN PRIMARY SEAL AT INNERMOST EXTENT OF FENESTRATION SYSTEM. BACKER ROD AND SEALANT, 12" MIN. PROVIDE A BED JOINT OF COMPATIBLE SEALANT BEHIND WINDOW MOUNTING CLIPS. EXTEND 1/2-INCH MIN EACH SIDE OF PRIMARY SEAL LOCATION DISCONTINUOUS WINDOW MOUNTING CLIPS FILL ANNULAR SPACE BETWEEN FRAME AND ROUGH OPENING WITH LOW-EXPANSION SPRAY POLYURETHANE FOAM. ENSURE PRIMARY SEAL SUBSTRATES ARE NOT CONTAMINATED FIXED WINDOW JAMB ASSEMBLY DISCONTINUOUS COMPOSITE SHIMS, AS REQ'D BY WINDOW MFR BACKER ROD AND SEALANT FIRST LAYER OF SELF-ADHERED FLASHING, EXTEND 4" MIN ONTO SELF-ADHERED AIR/WATER RESISTIVE BARRIER. INTEGRATE WITH THE FLEXIBLE SELF-ADHERED FLASHINGS AT THE SILL AND HEAD BY LAPPING 6" MIN PRE-DETAIL (E) SHEATHING/SUBSTRATE TRANSITIONS PRIOR TO SELF-ADHERED AWB INSTALLATION, AS REQUIRED BY THE AWB MANUFACTURER PRE-DETAIL (E) SHEATHING/SUBSTRATE TRANSITIONS PRIOR TO SELF-ADHERED AWB INSTALLATION, AS REQUIRED BY THE AWB MANUFACTURER NEW HAT CHANNELS AND ZINC SIDING. FASTEN HAT CHANNELS OVER VERTICAL STRIPS OF BUTYL SELF-ADHERED FLASHING SELF-ADHERED AIR/WATER RESISTIVE BARRIER STRIP-IN WINDOW POSITIONING FLANGES WITH SECOND LAYER OF SELF-ADHERED FLASHING AFTER WINDOW IS INSTALLED REMOVE (E) SHEATHING AND CONTINUOUS INSULATION AS NECESSARY TO INSTALL CONTINUOUS PERIMETER BLOCKING FOR ROUGH OPENING FLASHING SUBSTRATE, AND WINDOW ATTACHMENT (AS REQ'D). DO NOT DAMAGE UNDERLYING GYPSUM BASED SHEATHING TERRACE WINDOW DETAILS AT FOURTH LEVEL A4.9 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 2 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021 1 TYPICAL BASE OF WALL DETAIL WITH SIDING 6" = 1'-0" 3" FLEX FLASH UN MONOLITHIC MEMBRNE 6125-FR (EXTEND UP WALL 24" MIN.) HYDOFLEX 30 SEPARATION/PROTECTION SHEET 2 TYPICAL BASE OF WALL DETAIL WITHOUT SIDING 6" = 1'-0" 3" 3 TYPICAL BASE OF WALL DETAIL WITHIN PLANTER WALLS 6" = 1'-0" 3" TERMINATION BAR, REF. 4/A5.0 & 1/A4.3 FLEX FLASH UN MONOLITHIC MEMBRNE 6125-FR (EXTEND UP WALL 24" MIN.) HYDOFLEX 30 SEPARATION/PROTECTION SHEET FLEX FLASH UN MONOLITHIC MEMBRNE 6125-FR (EXTEND UP WALL 24" MIN.) HYDROFLEX RB-II OR HYDOFLEX 30 SEPARATION/PROTECTION SHEET INSIDE OF PLANTERS HYDROFLEX RB-II OR HYDOFLEX 30 SEPARATION/PROTECTION SHEET INSIDE OF PLANTERS TERMINATION BAR, REF. 4/A5.0 & 1/A4.3 NEW HAT CHANNELS AND ZINC SIDING NEW SELF-ADHERED MEMBRANE SELF-ADHERED AIR/WATER BARRIER (AWB). LAP OVER VERTICAL LEG OF STARTER FLASHING METAL PANEL STARTER AND BASE FLASHING HYDROFLEX RB-II OR HYDOFLEX 30 SEPARATION/PROTECTION SHEET 4 TYPICAL TOP OF WALL TERMINATION NOT TO SCALE RE F . 1 / A 5 . 0 F O R TY P I C A L B A S E O F WA L L D E T A I L CONTINUOUS BEAD OF SEALANT FASTENER @ 12" O.C. MAX. SPACING TERMINATION BAR CONTINUOUS BEAD OF SEALANT RUBBERIZED ASPHALT MONOLITHIC WATERPROOFING MEMBRANE UNCURED NEOPRENE FLASHING REINFORCEMENT RUBBERIZED ASPHALT MONOLITHIC WATERPROOFING MEMBRANE 5 TYPICAL INSIDE CORNER DETAIL NOT TO SCALE COMPLETELY ENCAPSULATE ALL EXPOSED REINFORCING WITH A TOP COATING OF MONOLITHIC WATERPROOFING MEMBRANE. NO REINFORCING SHOULD BE LEFT EXPOSED OVERNIGHT. STEP 3 STEP 2 STEP 1 RUBBERIZED ASPHALT MONOLITHIC WATERPROOFING MEMBRANE UNCURED NEOPRENE FLASHING REINFORCEMENT 6 TYPICAL OUTSIDE CORNER DETAIL NOT TO SCALE COMPLETELY ENCAPSULATE ALL EXPOSED REINFORCING WITH A TOP COATING OF MONOLITHIC WATERPROOFING MEMBRANE. NO REINFORCING SHOULD BE LEFT EXPOSED OVERNIGHT. STEP 3 WATERPROOFING MEMBRANE UNCURED NEOPRENE FLASHING REINFORCEMENT WATERPROOFING MEMBRANE UNCURED NEOPRENE FLASHING REINFORCEMENT STEP 2 STEP 1 7 TYPICAL THRESHHOLD DETAIL 6" = 1'-0" 3" MONOLITHIC MEMBRNE 6125-FR (EXTEND UP WALL 24" MIN.) HYDOFLEX 30 SEPARATION/PROTECTION SHEET NEW SELF-ADHERED ROUGH OPENING FLASHING MEMBRANE. LAP 4" MIN. OVER WATERPROOFING 6" M I N . FLEX FLASH UN PAVING SYSTEM NOT SHOWN FOR CLARITY ~ REF. PLAN NOTES S.S. SILL PAN FLASHING SET IN FULL BED OF COMPATIBLE SEALANT OVER MEMBRANE SHEET~ REF. 8/A5.0 BACKER ROD AND SEALANT JOINT ~ CONTINUOUS WITH INTERIOR SEALANT JOINT AT JAMBS ~ REF. A0.2 PLASTIC SHIMS PER MANUFACTURER RECOMMENDATIONS ~ AT MINIMUM, SHIM AT EACH FRAME VERTICAL AND 12" O.C. MAX BETWEEN FRAME VERTICALS REINSTALL (E) DOOR PER MANUFACTURER RECOMMENDATIONS 6" MIN. ZURN Z181-FS (FLAT STRAINER) OR JOSAM 24500-35 (FLATE GRATE) NOTES REINFORCEMENT SHALL BE ONE SHEET EXTENDING A MINIMUM OF 6" BEYOND THE DRAIN FLANGE ON ALL SIDES AND SECURED IN CLAMPING RING AT DRAIN. MONOLITHIC MEMBRANE 6125-FR HYDROFLEX 30 OR HYDROFLEX RB-II PROTECTION SHEET FLEX FLASH UN 10 TYPICAL DRAIN DETAIL 6" = 1'-0" STAINLESS STEEL MESH SCREEN OVER DOME STRAINER SECURE WATERPROOFING MEMBRANE TO DRAIN BODY WITH CLAMPING COLLAR SUBSURFACE PLANTER DRAIN ASSEMBLY CONNECTED TO DRAIN LINESUNCURED NEOPRENE FLASHING ADHERED WITH RUBBERIZED ASPHALT TO DRAIN BODY PERFORATED NON-CORROSIVE VENT STANDPIPE WITH DOME TO BE ABOVE PLANTER SURFACE PERFORATED NON-CORROSIVE VENT STANDPIPE WITH DOME TO BE ABOVE PLANTER SURFACE FILTER FABRIC GRAVEL FILL DRAINAGE LAYER HYDROFLEX RB-II ROOT BARRIER DRAINAGE MAT WITH INTEGRAL FILTER FABRIC 215 MIL HOT RUBBERIZED ASPHALT MONOLITHIC WATERPROOFING MEMBRANE 11 TYPICAL PLANTER DRAIN DETAIL (IF REQUIRED) NOT TO SCALE 2" M I N . CONCRETE DOWEL OR COPPER GROUNDING ROD, S.A.D. REINFORCED WATERPROOFING MEMBRANE HYDOFLEX 30 SEPARATION/PROTECTION SHEET 9 TYPICAL DOWEL PENETRATION DETAIL 6" = 1'-0" TYPICAL HOT FLUID-APPLIED WATERPROOFING DETAILS A5.0 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 2 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021 8 TYPICAL THRESHOLD/SILL PAN FLASHING ISOMETRIC N.T.S. 2" MI N . 2" MIN. 3" MIN. COORDINATE DEPTH WITH FENESTRATION AND SEALANT JOINT REQUIREMENTS STAINLESS STEEL (A304 OR BETTER) PAN FLASHING ~ FULLY SOLDER ALL JOINTS TO CREATE A WATER TIGHT ASSEMBLY COORDINATE WIDTH WITH ROUGH OPENING MAXIMIZE BACK DAM HEIGHT TO ACCOMMODATE REQUIRED SEALANT JOINT WHILE NOT EXPOSING TO INTERIOR ~ COVER WITH INTERIOR TRIM AS REQUIRED ~ 1" MIN 1 TYPICAL NON-CAST-IN-PLACE PENETRATION NOT TO SCALE FLEX-FLASH UN HYDROFLEX RB PROTECTION MONOLITHIC MEMBRANE 6125-FR S.S. BAND CLAMP CEMENT GROUT BY OTHERS LINK-SEAL BY OTHERS NOTES SOME PIPE MATERIALS (PVC, COPPER, BRASS) MAY REQUIRE ROUGHENING/SANDING, IN ADDITION TO PRIMING W/SURFACE CONDITIONER, FOR PROPER ADHESION OF MM 6125. METAL PIPES MUST FREE OF ALL OIL AND RUST. THE SAME DETAILING ABOVE WOULD BE EMPLOYED FOR PENETRATIONS THROUGH VERT./FOUNDATION WALL APPLICATIONS. NOTES SOME PIPE MATERIALS (PVC, COPPER, BRASS) MAY REQUIRE ROUGHENING/SANDING, IN ADDITION TO PRIMING W/SURFACE CONDITIONER, FOR PROPER ADHESION OF MM 6125. METAL PIPES MUST FREE OF ALL OIL AND RUST. THE SAME DETAILING ABOVE WOULD BE EMPLOYED FOR PENETRATIONS THROUGH VERT./FOUNDATION WALL APPLICATIONS. 2 TYPICAL CAST-IN-PLACE PENETRATION NOT TO SCALE MONOLITHIC MEMBRANE 6125-FR, TYP. HYDROFLEX RB PROTECTION FLEX-FLASH UN REINF. 12" MIN3" MIN 3" M I N 3" M I N 6" M I N 12 " M I N HOT FLUID-APPLIED WPFG MEMBRANE W/ PROTECTION BOARD EMBEDDED SHEET FLASHING TO EXTEND OVER SELF-ADHERING TRANSITION FLASHING & DOWN WALL 3" MIN SELF-ADHERING TRANSITION FLASHING TO EXTEND 12" ONTO HORIZ. SURFACE & DOWN 6" BELOW COLD JOINT AT TOP OF FOUNDATION WALL COLD JOINT IN FOUNDATION; REF. STRUCT. SELF-ADHERING SHEET-APPLIED FOUNDATION WPFG DETAIL LEADING EDGE OF TRANSITION FLASHING W/ MANUFACTURER'S LIQUID MEMBNRANE 3 HOT FLUID APPLIED WPFG TRANSITION AT HORIZONTAL TO VERTICAL 3" = 1'-0" HYDRODRAIN 400 MONOLITHIC MEMBRANE 6125 SURFACE CONDITIONER FLEX-FLASH F MONOLITHIC MEMBRANE 6125 6 FABRIC REINFORCED ASSEMBLY AT PLANTER FLOORS NOT TO SCALE HYDROFLEX RB-II PROTECTION COURSE 7 FABRIC REINFORCED ASSEMBLY AT NON-PLANTER AREA FLOORS AND WALLS NOT TO SCALE HYDRODRAIN 400 MONOLITHIC MEMBRANE 6125 SURFACE CONDITIONER FLEX-FLASH F MONOLITHIC MEMBRANE 6125 HYDROFLEX 30 8 FABRIC REINFORCED ASSEMBLY AT HOT TUB AREA NOT TO SCALE PERMABOARD PROTECTION BOARD MONOLITHIC MEMBRANE 6125 SURFACE CONDITIONER FLEX-FLASH F MONOLITHIC MEMBRANE 6125 HYDROFLEX 30 6" 5 TYPICAL WPFG TRANSITION AT CONTROL JOINT 3" = 1'-0" 6" WIDE STRIP OF EMBEDDED NEOPRENE FLASHING CONSTRUCTION JOINT IN CONC. SLAB HOT FLUID-APPLIED WPFG MEMBRANE 6" WIDE STRIP OF EMBEDDED NEOPRENE FLASHING CRACK IN CONC SUBSTRATE BTWN 1/16" & 1/4" HOT FLUID-APPLIED WPFG MEMBRANE 6" 4 TYPICAL WPFG TRANSITION AT CRACK 3" = 1'-0" 3" M I N . RIGID GOOSENECK PIPE SLEEVE SIZE TO ACCOMMODATE FLEXIBLE CONDUIT CLUSTER REINFORCED WATERPROOFING MEMBRANE HYDOFLEX 30 SEPARATION/PROTECTION SHEET 9 GOOSENECK SLEEVE DETAIL FOR FLEXIBLE ELECTRICAL CONDUIT PENETRATIONS 6" = 1'-0" NOTES: 1.WHEN POSSIBLE, MM6125 SHOULD BE APPLIED UNDER PENETRATION BASE PLATE. 2.PENETRATION SURFACE MUST BE CLEAN AND FREE OF ALL RUST AND OTHER CONTAMINANTS, IN ADDITION TO WIPING W/SURFACE CONDITIONER FOR PROPER ADHESION OF MM6125. 3.IN COVERED/BURIED CONDITIONS, THE FLASHING DETAIL SHOULD EXTENDED AS HIGH AS POSSIBLE. FLASHING MUST BE TERMINATED AT OR ABOVE OVERBURDEN LEVEL AND NO LESS THAN 8" ABOVE SUBSTRATE. IRREGULAR SHAPED PENETRATIONS REQUIRING THE USE OF HYDROSEAL RESIN FLASHING CAN INCLUDE COLUMNS, ANGLES, UNISTRUT, DAVITS, SQUARE TUBE STEEL, ETC. 10 PEDESTAL BASE FLASHING DETAIL 6" = 1'-0" HYDROFLEX 30 SEPARATION SHEET INSTALL A LAYER OF AMERICAN HYDROTECH MM6125 WATERPROOFING (WITH NO FLEXFLASH F OR HYDROFLEX 30 SEPARATION SHEET) UNDER GROUT & BASE PLATE ASSEMBLY (INCL. AROUND PRE-INSTALLED THREADED BOLTS) PRIOR TO INSTALLING GROUT. THEN INSTALL APPROX. AS SHOWN HYDROSEAL RESIN LIQUID FLASHING WITH HYDRSEAL FLEECE MONOLITHIC MEMBRNE 6125-FR 6" MIN.6" MIN. 6" M I N . 11 SNOW MELT BOX PICTORIAL NOT TO SCALE SECURE CONDUIT TO BOX AND ADJACENT FRAMING. CONDUIT SHALL BE SECURED TO PREVENT MOVEMENT HORIZONTALLY AND VERTICALLY CONDUIT SHALL HAVE A MINIMUM 2" CLEARANCE BETWEEN CONDUIT FOR APPLICATION OF HFRA WATERPROOFING SIMPSON 133 ANGLE, TYP. STEEL CONDUIT SIZED FOR HYDRONIC PIPING. SIZE PIPING TO ALLOW ROOM FOR BACKER ROD AND SEALANT BETWEEN PIPE AND CONDUIT 71 2" WIDT H B E T W E E N S T U D S 1' - 4 " 1 1 2 " TY P . NE W TE R R A C E A S S E M B L Y , RE F . 2 / A 4 . 0 CLOSURE PANEL TO MATCH ZINC PANELS APPLY HFRA WATERPROOFING TO THE INSIDE OF THE STEEL BOX. DETAIL WATERPROOFING AROUND CONDUIT. SECURE WITH BAND CLAMP GALVANIZED STEEL BOX WITH WELDED WATERTIGHT SEEMS NEW HAT CHANNELS AND ZINC SIDING NEW SELF-ADHERED MEMBRANE FOAMED-IN-PLACE INSULATION SHALL SURROUND SNOW MELT BOX 12 SNOW MELT BOX WATERPROOFING DETAIL 3" = 1'-0" SNOW MELT BOXES SHOULD BE LOCATED WHERE EXISTING SNOW MELT TUBES COME OUT OF CURBS, ETC.TYPICAL HOT FLUID-APPLIED WATERPROOFING DETAILS A5.1 TITLE: SHEET No.: CLIENT: PROJECT: SEAL: 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F DRAWN BY: REVIEWED BY: PROJECT MANAGER: ISSUE DATE: WJE PROJECT No.: SCALE:AS NOTED No. FV / APH FWB / APH / SER SER 06-14-2021 2019.8210.1 DATE DESCRIPTION 100% CONSTRUCTION DOCUMENTS06-14-2021 508 EAST COOPER RESIDENCE 508 East Cooper Ave. Aspen, Colorado WJM 508, LLC 101 South Mill Street Suite 200 Aspen, Colorado 81611 Contact: Mr. Kenneth Citron Ph. (970) 925-8700 PL O T T E D B Y : Sc h u e t t e , C h r i s ( 8/ 1 2 / 2 0 2 1 - 4: 5 2 P M ) LA S T S A V E D B Y : CS C H U E (8/ 1 2 / 2 0 2 1 - 4 : 4 5 P M ) FI L E L O C A T I O N : P: \ 2 0 1 9 \ 2 0 1 9 . 8 x x x \ 2 0 1 9 . 8 2 1 0 . 1 - 5 0 8 E A S T C O O P E R S T R E E T - R E P A I R D O C U M E N T S ( S E R ) \ D r a w i n g s \ 1 W o r k i n g S e t s © Co p y r i g h t 2 0 2 1 . A L L R I G H T S R E S E R V E D . N O P A R T O F T H I S D O C U M E N T M A Y B E R E P R O D U C E D I N A N Y F O R M O R B Y A N Y M E A N S W I T H O U T PE R M I S S I O N F R O M W I S S , J A N N E Y , E L S T N E R A S S O C I A T E S , I N C . ( W J E ) . W J E D I S C L A I M S A N Y R E S P O N S I B I L I T Y F O R I T S U N A U T H O R I Z E D U S E . WJE ENGINEERS ARCHITECTS MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 3609 S. Wadsworth Blvd. #400 Lakewood, CO 80235 Phone: 303.914.4300 CITY OF ASPEN REGISTRATION No: 12586 Headquarters & Laboratories: Northbrook, Illinois Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York Princeton | San Francisco | Seattle | South Florida | Washington, D.C. ZONING REVIEW DOCUMENTS08-12-2021