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Window Request.508 E Cooper Ave
Administrative Review 508 E. Cooper Land Use Application LPA-21-091 - #4 The application includes the following requests for no-negative effect: Windows: Caused by the water intrusion on the 5th floor deck and detailed within WJE’s 2021-08-12 plans, all Exterior Windows and Doors on the 4th floor will be removed, waterproofed, sill pans and weep holes corrected and units reinstalled. The master bathroom located on North side of the 4th floor had an existing double operable window unit on the North Elevation. Included in the application are Existing and Proposed Shop Drawings detailing the change to a fixed smaller unit that correlates with the altered bathroom layout. KWID Plans I-103 included in 0052.BRES.2021 detail this New Window. The original 4th floor Fixed and Operable windows on the South Elevation in the Master bedroom experienced heavy water damage requiring replacement. Included photos show the interior water damage and the sill height of the original windows at <2” above the finished elevation of the 4th floor Ballast rock “Rock Garden” roof. WJE recommends the sill height of these two windows be increased to 12” while head heights remain unchanged in order to provide an effective waterproofing detail for repair. Included below is the South Elevation with Existing and Proposed Sill heights as well as the 4th Floor plan with setback distance from the front-most wall and entrance to the building. Zoning has previously reviewed all view planes for 0052.BRES.2021 that 508 E Cooper may fall in and determined the building is not subject to view plane review. Complete Files submitted alongside application: · Historical 2012 and Proposed 2021 shop drawings from Dynamic Windows of Master bedroom and bathroom units · Reference Elevations A0.1 · 2021-08-12 – 508 East Cooper WJE. A3.0 Cross Section Cut of Building Reference Detail 3/A4.2 · 2021-08-12 – 508 East Cooper WJE. Keyed Notes Demolition Plan Note #14 and Construction Plan Note #14 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 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. HALL 400 MASTER BEDROOM 402 EXERCISE 401 MASTER BATH 407 W.C. 407 CLOSET 406 MASTER CLOSET 404 CLOSETCLOSET ELEVATOR WOOD VEST. 405 WOOD 403403D SAVE AND REUSE ALL HINGES HARDWARE AND LOCKS FOR NEW OWNER CLOSET AND NEW WC DOOR DECK #2 UP DN UP HALL 400 MASTER BEDROOM 402 EXERCISE 401 MASTER BATH 407 W.C. 407 MASTER CLOSET 404 CLOSETCLOSET 203 78 14 1 3 4 ADD MIRROR ELEVATOR REMOVE AND REPLACE HARDWOOD WITH WD01 REMOVE AND RESURFACE BENCH. REMOVE AND REPLACE LIGHTING MASTER BATH (407): 1.) REMOVE AND REPLACE COUNTERTOP. 2.) DISPOSE OR REUSE PLUMBING FIXTURES. 3.) KEEP STEAM SHOWER REPLACE FIXTURES. 4.) REMOVE AND REPLACE WINDOW. NEW WINDOW SHALL MATCH EXISTING MANUFACTURER. SPECS BY OTHERS. REMOVE HARDWOOD FLOOR. REPLACE WITH NEW HARDWOOD WD01. I 08 I 0 403403D NOTE: 1.) NEW CARPET STAIR RUNNER OVER NEW HARDWOOD WITH EXPOSED HARDWOOD ON SIDES. 2.) REPLACE LIGHTING. 3.) REMOVE BOOKCASE MILLWORK AT STAIRS ALL LEVELS. E4 E4 NE W W I N D O W NICHE BENCH STEAM SHOWER TUB REPLACE TOILET WITH TOTO NEOREST POWER RE4UIRED. REMOVE MAKEUP AREA AND ADD CLOSET WITH MATCHING KEYED LOCKSREUSE FROM LINEN CLOSET CLOSET 403E DOOR STOP WDWD WD WD WD SL A B DECK #2 REPLACE TILE FLOOR WITH WD01. REMOVE AND REPLACE PANELING AND EXPOSE STAINLESS PANELS WD01 NEW FIREPLACE APPLIANCE WD01 WD01 SLAB #3 NICHE STEAM OUTLET REMOVE AND RESURFACE BENCH. CABINET # CABINET # VI F VIF EXISTING FASCADE REMAINS. REMOVE HEARTH AND MANTLE. REPLACE SIDING AS NECESSARY TO ACCOMMODATE NEW FP UNIT. EXISTING SIDING TO BE REMOVED AND REPLACED WITH NEW. VERIFY IN FIELD. I 11 I 0 TI L E WD SHEET NUMBER KAREN WHITE INTERIOR DESIGN INC. W- M 5 0 8 L L C 50 8 E . C R R S H U A V S H Q C O P 7 0 2 7 3 0 3 6 ST U D I O # K A R E N W H I T E I D . C O M BA S A L T C O 8 1 6 2 1 22 7 M I D L A N D A V E # 1 7 A KA R E N W H I T E I N T E R I O R D E S I G N I N C THIS DRAWING AND ALL GRAPHIC AND WRITTEN MATERIAL CONTAINED HEREIN CONSTITUTES ORIGINAL AND UNPUBLISHED WORK AND IS NOT TO BE COPIED DISTRIBUTED OR USED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF KAREN WHITE INTERIOR DESIGN INC. THIS DRAWING IS PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1 0. DESCRIPTION DATE 03.10.21PERMIT 06.30.21PERMIT CHANGE ORDER 08.0 .21PERMIT COMMENTS I103 LEGEND: NEW WALL DEMOLITION EXISTING WALL SCALE: 14 1 0 EXISTING FOURTH FLOOR PLAN1 SCALE: 14 1 0 PROPOSED FOURTH FLOOR PLAN2 N TRUE N PLAN N TRUE N PLAN 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 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 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