Loading...
HomeMy WebLinkAboutDeck Planter Redistribution Request.508 E Cooper AveAdministrative Review 508 E. Cooper Land Use Application LPA-21-091 - #1 The application includes the following requests for no-negative effect: Deck Planter Redistribution: The original 5th Floor Planter totaling 169 SF as represented in the Plat Map is being redistributed across Rooftop Decks on 5th, 4th, and 3rd floors. · Plans Folder Contains o 2021-08-21 – 508 E Cooper st Zoning Sheet Z1.0 o Sheets detail existing vs proposed deck and planter area floor by floor. Page 2 contains calculations for total change per floor resulting in a reduction of deck area and increase in planter area o Historic Folder including the original deck FAR 2012 project record document and Original M1.0 sheet with Snowmelt Schedule o 2021-07-23 Sheet A.40 contains the updated pedestal deck assembly cross section · Planter and Snowmelt Information folder contains o Bison Planter specifications, cut sheets, and attachment details for permanence o Thermahexx Snowmelting Panels Specification and Layout Diagrams o Historic Snowmelt per 2012 Permit, Proposed Snowmelt calculations and REMP Calc worksheet resulting in a decrease of total Snowmelt area by 103 SF. DN UP UP UP DN 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 DN UP UP ELEVATOR PLANTER UTILITY CLOSET MASTER BATHROOM MASTER BEDROOM DN MASTER FOYER LEVEL 4 ROCK GARDEN 405 400 401403 402 NOT IN SCOPE LEVEL 4 TERRACE 404 ELEVATOR OVER-RUN HOT TUB LOWER PLANTER BED NOT IN SCOPE DN SLOPE DN ROOF TERRACE 500 UPPER PLANTER BED LCE 191 SF UNIT 201 1631 SF LCE 113 SF GCE Mechanical GCE Stairs UNIT 201 49 SF GCE Mechanical GCE Stairs LCE 338 SF LCE 53 SF LCE 273 SF GCE GCE GCE LCE 519 SF LCE 169 SF UNIT 201 957 SF UNIT 201 49 SF 302 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 OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW LCE 47 SF HATCH LEGEND GCE - GENERAL COMMON ELEMENT AREA GCE - GENERAL COMMON ELEMENT AREA NOT IN SCOPE LCE - LIMITED COMMON ELEMENT AREA LCE - LIMITED COMMON ELEMENT AREA NOT IN SCOPE AREA NOT IN SCOPE EXISTING AND PROPOSED PLANTERS ZONE PLAN EXISTING Z1.0 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. BRS / CRS SER SER 08-12-2021 2019.8210.2 DATE DESCRIPTION 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 - 2: 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 - 1 2 : 4 9 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 DOCUMENTS08-12-20213SCALE: 3/16" = 1'-0" FOURTH FLOOR PLAN VIEW - EXISTING1SCALE: 3/16" = 1'-0" SECOND FLOOR PLAN VIEW - EXISTING 4 SCALE: 3/16" = 1'-0" FIFTH FLOOR (ROOF LEVEL) PLAN VIEW - EXISTING N N N INTERIOR COLUMNS (STRUCTURAL ELEMENTS) AND ATTACHED BUILDING UTILITIES, IF ANY, WITHIN A CONDOMINIUM UNIT OR LCE BOUNDARY ARE GENERAL COMMON ELEMENTS. THESE ELEMENTS, IF ANY, AND ANY INTERIOR WALLS HAVE NOT BEEN EXCLUDED FROM THE UNIT SQUARE FOOT CALCULATIONS. AREA TABLE (SF) LCE UNIT USAGE UNIT 201 1,933 4,415 RESIDENTIAL NOTES: 1.PLAN VIEWS ARE FROM ARCHITECTURAL DRAWINGS TO ILLUSTRATE EXTERIOR FLOOR AREAS EFFECTED BY REPAIR PROJECT. 2.UNIT DIMENSIONS ARE FROM UNFINISHED PERIMETER WALL SURFACE TO UNFINISHED PERIMETER WALL SURFACE; CEILING DIMENSIONS ARE FROM UNFINISHED FLOOR TO UNFINISHED DRYWALL CEILING OR LOWEST CEILING STRUCTURAL ELEMENT. 3.ALL LCE AREAS ASSOCIATED WITH UNIT 201 FINISHED FACADE ON THE EXTERIOR AND FINISHED DRYWALL TO FINISHED DRYWALL INSIDE, UNLESS NOTED OTHERWISE. 4.ALL AREAS OUTSIDE THE INDIVIDUAL CONDOMINIUM UNITS ARE GENERAL COMMON ELEMENTS (GCE) OF THE COOPER STREET CONDOMINIUMS UNLESS IDENTIFIED AS A LIMITED COMMON ELEMENT (LCE) RESERVED FOR USE BY FEWER THAN ALL THE OWNERS OF THE INDIVIDUAL UNITS. THE TERM GCE IS INTENDED TO INCORPORATE AND NOT LIMIT THE COMPONENTS INCLUDED IN THE DEFINITION OF "COMMON ELEMENTS" UNDER THE DECLARATION, UNLESS OTHERWISE IDENTIFIED AS LCE. 5.WINDOWS AND DOOR FRAMES ARE PART OF THE UNIT AND NOT CONSIDERED GCE. 6.EASEMENT FOR EMERGENCY ACCESS AS SET FORTH IN SECTION 4.1(a) OF THE COMMON DECLARATION. 7.ELEVATORS WITH UNITS ARE DESCRIBED AS BOUNDED BY THE INTERIOR WALL OF THE ELEVATOR SHAFT FROM THE FLOOR ELEVATION OF THE LOWEST ACCESS LEVEL TO THE CEILING ELEVATION OF THE HIGHEST ACCESS LEVEL. THE FLOOR AREA OF THE INTERIOR ELEVATOR SHAFT IS ADDED TO THE UNIT AREA ON EACH LEVEL THE ELEVATOR ACCESS. 8.FOUNDATION WALL OPENING AS SET FORTH IN SECTION 3.1 OF THE CONDOMINIUM DECLARATION. 2 SCALE: 3/16" = 1'-0" THIRD FLOOR PLAN VIEW - EXISTING N DN UP UP UP DN NOT IN SCOPE GUEST BEDROOM GUEST BATHROOM KITCHEN LIVING ROOM LE V E L 3 MA I N T E R R A C E 300 DINING ROOM 301 304 303 305 ELEVATOR DN UP UP ELEVATOR PLANTER UTILITY CLOSET MASTER BATHROOM MASTER BEDROOM DN MASTER FOYER LEVEL 4 ROCK GARDEN 405 400 401403 402 NOT IN SCOPE LEVEL 4 TERRACE 404 ELEVATOR OVER-RUN HOT TUB NOT IN SCOPE DN SLOPE DN ROOF TERRACE 500 UNIT 201 1631 SF LCE 61 SF GCE Mechanical GCE Stairs UNIT 201 49 SF GCE Mechanical GCE Stairs LCE 322 SF LCE 53 SF LCE 273 SF GCE GCE GCE LCE 656 SF UNIT 201 957 SF UNIT 201 49 SF 30 2 PC484836 PC482436 PC484836 PC482436 LEVEL THREE GUEST TERRACE PC484836 PC 9 6 2 4 3 6 PC 9 6 2 4 3 6 PC 9 6 2 4 3 6 PC 4 8 2 4 3 6 PC242436 3.984 SF 15.984 SF 7.9743 SF 7.9743 SF 15.984 SF 15.984 SF 15 . 9 2 7 S F 15 . 9 2 7 S F 15 . 9 2 7 S F 7. 9 4 8 S F LCE 127 SF PC484836 15.984 SF PC 9 6 2 4 3 6 15 . 9 2 7 S F PC 9 6 2 4 3 6 15 . 9 2 7 S F 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 OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW HATCH LEGEND GCE - GENERAL COMMON ELEMENT AREA GCE - GENERAL COMMON ELEMENT AREA NOT IN SCOPE LCE - LIMITED COMMON ELEMENT AREA LCE - LIMITED COMMON ELEMENT AREA NOT IN SCOPE AREA NOT IN SCOPE EXISTING AND PROPOSED PLANTERS ZONE PLAN PROPOSED Z1.1 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. BRS / CRS SER SER 08-12-2021 2019.8210.2 DATE DESCRIPTION 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 - 2: 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 - 1 2 : 4 9 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 DOCUMENTS08-12-20213SCALE: 3/16" = 1'-0" FOURTH FLOOR PLAN VIEW - PROPOSED 2 SCALE: 3/16" = 1'-0" THIRD FLOOR PLAN VIEW - PROPOSED 1 SCALE: 3/16" = 1'-0" SECOND FLOOR PLAN VIEW - PROPOSED N N N INTERIOR COLUMNS (STRUCTURAL ELEMENTS) AND ATTACHED BUILDING UTILITIES, IF ANY, WITHIN A CONDOMINIUM UNIT OR LCE BOUNDARY ARE GENERAL COMMON ELEMENTS. THESE ELEMENTS, IF ANY, AND ANY INTERIOR WALLS HAVE NOT BEEN EXCLUDED FROM THE UNIT SQUARE FOOT CALCULATIONS. AREA TABLE (SF) LCE UNIT USAGE UNIT 201 1,933 4,415 RESIDENTIAL NOTES: 1.PLAN VIEWS ARE FROM ARCHITECTURAL DRAWINGS UPDATED TO ILLUSTRATE EXTERIOR FLOOR AREAS EFFECTED BY REPAIR PROJECT. 2.UNIT DIMENSIONS ARE FROM UNFINISHED PERIMETER WALL SURFACE TO UNFINISHED PERIMETER WALL SURFACE; CEILING DIMENSIONS ARE FROM UNFINISHED FLOOR TO UNFINISHED DRYWALL CEILING OR LOWEST CEILING STRUCTURAL ELEMENT. 3.ALL LCE AREAS ASSOCIATED WITH UNIT 201 FINISHED FACADE ON THE EXTERIOR AND FINISHED DRYWALL TO FINISHED DRYWALL INSIDE, UNLESS NOTED OTHERWISE. 4.ALL AREAS OUTSIDE THE INDIVIDUAL CONDOMINIUM UNITS ARE GENERAL COMMON ELEMENTS (GCE) OF THE COOPER STREET CONDOMINIUMS UNLESS IDENTIFIED AS A LIMITED COMMON ELEMENT (LCE) RESERVED FOR USE BY FEWER THAN ALL THE OWNERS OF THE INDIVIDUAL UNITS. THE TERM GCE IS INTENDED TO INCORPORATE AND NOT LIMIT THE COMPONENTS INCLUDED IN THE DEFINITION OF "COMMON ELEMENTS" UNDER THE DECLARATION, UNLESS OTHERWISE IDENTIFIED AS LCE. 5.WINDOWS AND DOOR FRAMES ARE PART OF THE UNIT AND NOT CONSIDERED GCE. 6.EASEMENT FOR EMERGENCY ACCESS AS SET FORTH IN SECTION 4.1(a) OF THE COMMON DECLARATION. 7.ELEVATORS WITH UNITS ARE DESCRIBED AS BOUNDED BY THE INTERIOR WALL OF THE ELEVATOR SHAFT FROM THE FLOOR ELEVATION OF THE LOWEST ACCESS LEVEL TO THE CEILING ELEVATION OF THE HIGHEST ACCESS LEVEL. THE FLOOR AREA OF THE INTERIOR ELEVATOR SHAFT IS ADDED TO THE UNIT AREA ON EACH LEVEL THE ELEVATOR ACCESS. 8.FOUNDATION WALL OPENING AS SET FORTH IN SECTION 3.1 OF THE CONDOMINIUM DECLARATION. CALCULATION TABLES 4 SCALE: 3/16" = 1'-0" FIFTH FLOOR (ROOF LEVEL) PLAN VIEW - PROPOSED N 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 ) COMPOSITE CONCRETE SLAB TO REMAIN DRAINAGE MAT HOT FLUID-APPLIED WATERPROOFING, REFER TO SHEETS A5.0 & A5.1 FOR TYPICAL REQUIREMENTS THERMAPANEL INLET/OUTLET, TYP. RIGID INSULATION, TYP. (2) LAYERS FACTORY APPLIED EPS INSULATION, TYP. 7 7 16 " (N O S L O P E ) 312" 23 8" 13 16 " 3 8" T.O.F.F. APPROX. 7 7 16 " ABOVE CONCRETE THERMAHEXX TRAY 24"x24" NOMINAL PAVER, TYP. BISON PAVER SUPPORT TRAY A4.0 4 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. RIGID INSULATION, TYP. (2) LAYERS DRAINAGE MAT ADJUSTABLE PEDESTALS AT EACH JOINT INTERSECTION SUPPLY / RETURN MANIFOLD SET INTO INSULATION AS REQUIRED THERMAPANEL INLET/OUTLET, TYP. 7 7 16 " (N O S L O P E ) 312" 23 8" 13 16 " 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 7 16 " ABOVE CONCRETE COMPOSITE CONCRETE SLAB TO REMAIN HOT FLUID-APPLIED WATERPROOFING, REFER TO SHEETS A5.0 & A5.1 FOR TYPICAL REQUIREMENTS A4.0 4 SIM. BISON SPLINE WITH TWO SPACER TABS ~ SECURELY FASTEN THROUGH SPLINE, BISON SPACER, AND THERMAHEXX TRAY SECUREMENT PLATE INTO TOP OF PEDESTAL 4 PEDESTAL ASSEMBLY NOT TO SCALE BISON PAVER ADHESIVELY SECURED TO SUPPORT TRAY BISON PAVER SUPPORT TRAY THERMAHEXX TRAY THERMAHEXX TRAY SECUREMENT PLATE WITH 0 PAVER SPACERS (NOT DIRECTLY FASTENED) BISON PAVER SPACER WITH TWO SPACER TABS (NOT DIRECTLY FASTENED) BISON PEDESTAL 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 m a n , B r a d ( 7/ 2 3 / 2 0 2 1 - 4: 0 1 P M ) LA S T S A V E D B Y : BS C H U M (7/ 2 0 / 2 0 2 1 - 3 : 4 9 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. 1 1 1 07-23-2021 ASI # 21 Wiss, Janney, Elstner Associates, Inc. 3609 South Wadsworth Boulevard, Suite 400 Lakewood, Colorado 80235 303.914.4300 tel www.wje.com Architect’s Supplemental Instructions (ASI) No. 3 508 East Cooper Street 508 East Cooper Street Aspen, Colorado WJE PROJECT NO. 2019.8210.2 DATE August 12, 2021 CONTRACTOR RA Nelson DISTRIBUTION Mike Spalding, General Superintendent michaels@ranelson.com Kris Meyers, Project Manager kmyers@ranelson.com OWNER’S REP Vantage Construction Consulting Ben Fierstein vantageaspen@gmail.com Klein Cote Edwards Citron LLC Ken Citron, Esq. kcitron@kceclaw.com ARCHITECT Wiss, Janney, Elstner Associates, Inc. Scott Riley, AIA sriley@wje.com Bill Burger, AIA bburger@wje.com Scott Sondrup, RA, AIA ssondrup@wje.com Contractor shall thoroughly evaluate the changes, additions, and/or deletions described herein, and provide the owner and architect with a written change order request identifying the cost and schedule impacts associated with implementation of these modifications. Upon the owner’s written acceptance of the contractor’s change order, this work shall be made a part of the Contract Documents for the above referenced project as fully and completely as if the same were fully set forth therein. SPECIFICATION REVISIONS: 1. N/A DRAWING REVISIONS: 1. ALUMINUM PLANTER ANCHORAGE DETAILS: Incorporate the following attached details for the purpose of permanently securing the aluminum planters to the building structure: a. SK-7, “CONCRETE CURB SECTION AT PLANTER ANCHORAGE BOLT - LEVEL 4 & 5” b. SK-8, “CONCRETE CURB SECTION AT PLANTER ANCHORAGE BOLT - LEVEL 3” END OF ASI NO. 3 8" Ø ~ MIN NEW 4000 PSI CONCRETE CURB ~ RE: CONCRETE CURB INSTALLATION NOTES ON SK4 PREPARE (E) CONCRETE SLAB SURFACE TO CSP 7 312" 112" (1) 12"Ø S.S. ANCHOR BOLTS SET IN HILTI-HY 200 EPOXY AND CENTERED WITHIN CURB S.S. WASHER (E) 5" CONCRETE SLAB OVER 1 12" METAL DECK w/ WELDED WIRE FABRIC 6x6x2.1x2.1 3" DETAIL WATERPROOFING AROUND AND EXTEND UP SIDES OF ANCHOR BOLT PENETRATIONS ~ TYP 2" MONOLITHIC MEMBRANE 6125-FR HYDROFLEX 30 SEPARATION / PROTECTION SHEET ALUMINUM PLANTER BOTTOM DETAIL OVER AND EXTENDING OUT 3" MIN FROM BOLT HEAD WITH HYDROSEAL RESIN 8" Ø ~ MIN NEW 4000 PSI CONCRETE CURB ~ RE: CONCRETE CURB INSTALLATION NOTES ON SK4 PREPARE (E) CONCRETE SLAB SURFACE TO CSP 7 312" 112" (1) 12"Ø S.S. ANCHOR BOLTS SET IN HILTI-HY 200 EPOXY AND CENTERED WITHIN CURB S.S. WASHER (E) 5" CONCRETE SLAB OVER 1 12" METAL DECK w/ WELDED WIRE FABRIC 6x6x2.1x2.1 3" DETAIL WATERPROOFING AROUND AND EXTEND UP SIDES OF ANCHOR BOLT PENETRATIONS ~ TYP 2" MONOLITHIC MEMBRANE 6125-FR HYDROFLEX 30 SEPARATION / PROTECTION SHEET ALUMINUM PLANTER BOTTOM DETAIL OVER AND EXTENDING OUT 3" MIN FROM BOLT HEAD WITH HYDROSEAL RESIN