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Home My WebLink AboutFile Documents.520 E Hyman Ave.0158.2018 (2).ARBKARCHITECT: OWNER'S REP: SURVEY: SHEET INDEXPROJECT IMAGES NOTE: THESE IMAGES AND IMAGES CONTAINED HEREIN ARE AN ARTIST'S REPRESENTATION INTENDED FOR VISUALIZATION ONLY AND MAY NOT DEPICT ALL CONDITIONS ACCURATELY. REFER TO DRAWINGS FOR ACCURATE DESIGN. PROJECT DIRECTORY OWNER: LANDSCAPE ARCHITECT: SALT PARKS WEST, LLC 30 EAST 71st STREET NEW YORK, NY 10021 ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN 234 E. HOPKINS STREET ASPEN, CO 81611 PHONE: 970.544.9006 CONTACT: JOHN ROWLAND -jrowland@rowlandbroughton.com AMANDA CHRISTIANSON (PM) - amanda@rowlandbroughton.com TIM OWEN (PA) -tim.owen@rowlandbroughton.com CONTRACTOR:HANSEN CONSTRUCTION 310 ASPEN BUSINESS CENTER ASPEN, CO 81611 PHONE: 970.920-1558 CONTACT: REID HANSEN -rhansen@hansenconst.com JERRY CAVALERI -jcavaleri@hansenconst.com BRYCE OLSON -bolson@hansenconst.com DESIGN WORKSHOP 120 EAST MAIN STREET ASPEN, CO 81611 PHONE: 970.925.8354 CONTACT: MIKE ALBERT -malbert@designworkshop.com PAUL SQUADRITO -psquadrito@designworkshop.com MECHANICAL ENGINEER: AEC 40801 US HWY 6 & 24, SUITE 214 AVON, CO 81620 PHONE: 970.748.8520 CONTACT: TAYLOR CRITCHLOW -taylor@aec-vail.com STRUCTURAL ENGINEER: KL&A -COLORADO 805 14TH STREET GOLDEN, CO 80401 PHONE: 303.384.9910 CONTACT: REBECCA FAVERTY -rfaverty@klaa.com LIGHTING DESIGNER: LS GROUP 20 SUNSET DR. UNIT 9 BASALT, CO 81621 PHONE: 970.927.5133 CONTACT: ELISE STREEB -elise@ls.lighting PROJECT RESOURCE COMPANY 237 HOLLAND THOMPSON DR. CARBONDALE, CO 81623 PHONE: 970.948.9905 CONTACT: DON CARPENTER -don@projectresourceco.com TRUE NORTH COLORADO, LLC 1118 BENNETT AVENUE GLENWOOD SPRINGS, CO 81601 PHONE: 970.945.1105 CONTACT: RODNEY KISER - rodney@truenorthcolorado.com PROJECT INFORMATION AND GENERAL CODE SUMMARY VICINITY MAP (N.T.S.) 520 E HYMAN AVE, ASPEN, CO 81611 R-2, ASSEMBLY CC PROJECT: PARCEL ID: LEGAL DESCRIPTION: PERMIT #: OCCUPANCY CLASSIFICATION: BUILDING TYPE: ZONE DISTRICT: LOT SIZE: FIRE SPRINKLER: 520 E HYMAN AVE UNIT 3A-3B ASPEN, CO 81611 273718251014 SUBDIVISION: PITKIN CENTER CONDOMINIUMS UNIT: 3-AB NA BUILDING DESCRIPTION: PROJECT SCOPE NOTES GENERAL: 1.THE INTENT OF THIS PROJECT IS TO REMODEL TO THE EXISTING PENTHOUSE UNIT IN ASPEN, COLORADO. 2.ALL DIMENSIONS MUST BE FIELD CHECKED BEFORE INSTALLATION OR CONSTRUCTION OF ITEMS. QUANTITY TAKE-OFFS MUST BE TAKEN AND VERIFIED BY THE CONTRACTOR. NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 3.REPAIR AND REFINISH ALL 'TO REMAIN' EXISTING ELEMENTS WHICH MAY BE PENETRATED OR CUT AWAY FOR NEW MECHANICAL, ELECTRICAL, PLUMBING, OR FIRE PROTECTION WORK. 4.THE WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE AND ALL OTHER ORDINANCES, CODES AND REGULATIONS LISTED IN THE SPECIFICATIONS OR ON THE DRAWINGS, AND REQUIRED BY THE LOCAL BUILDING AUTHORITIES. THE GOVERNING CODE, RULES AND REGULATIONS ARE COLLECTIVELY REFERRED TO AS "THE CODE".THE CONTRACTOR SHALL REPORT ANY INCONSISTENCIES, CONFLICTS OR OMISSIONS HE MAY DISCOVER TO THE ARCHITECT FOR INTERPRETATION PRIOR TO PERFORMING THE WORK. 5.THE ARCHITECT APPROVAL OF SHOP DRAWINGS AND PRODUCT SUBMITTALS SHALL NOT RELIEVE THE GENERAL CONTRACTOR OR SUBCONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS UNLESS HE HAS IN WRITING, CALLED THE ARCHITECT'S ATTENTION TO SUCH DEVIATIONS AT TIME OF SUBMISSIONS, NOR SHALL IT RELIEVE HIM FROM RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRAWINGS. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION SITE SAFETY, CONSTRUCTION METHODS AND TECHNIQUES AND SHALL AT ALL TIMES INSURE THE SAFETY OF WORKERS FROM CONSTRUCTION SITE ACCIDENTS. THE CONTRACTOR SHALL COMPLY WITH THE PERTINENT HEALTH AND SAFETY REGULATIONS FOR REQUIRED METHODS FOR PROTECTING THE PUBLIC AND CONSTRUCTION WORKER'S HEALTH AND SAFETY DURING THE CONSTRUCTION PERIOD. 7.THE CONTRACTOR SHALL MAKE ALL NECESSARY PROVISIONS FOR THE PROTECTION OF EXISTING FACILITIES ON AND ADJACENT TO THE SITE DURING CONSTRUCTION. 8.FOLLOW ALL MANUFACTURER'S REQUIREMENTS REGARDING SPECIFICATIONS, ASSEMBLIES, MATERIALS, AND ADVISE ARCHITECT OF ANY DISCREPANCIES OR CONTRADICTIONS WITH THESE DOCUMENTS. V-A (PROTECTED WOOD FRAME) FULLY SPRINKLERED PER NFPA 13R 0158.2018.ARBK ELEVATION:100'-0" = 7921.94' EXISTING FINISH FLOOR AT LEVEL 1 PAVING APPLICABLE CODES:BUILDING CODE:IBC 2015 ENERGY CODE:IECC 2015 EXISTING BUILDING:IEBC 2015 PLUMBING CODE:IPC 2015 MECHANICAL CODE:IMC 2015 ELECTRICAL CODE:NEC 2014 FIRE / LIFE SAFETY:IFC 2015 FLUE GAS CODE:IFGC 2015 ACCESSIBILITY:ICC / ANSI A117.1-2009 CITY OF ASPEN MUNICIPAL CODE TITLE 8 CODES: MIDGROUND OF THE COURTHOUSE 1 + 2 VIEWPLANE VIEWPLANE(S): ROOF REPAIR PERMIT: 0051.2018.ACBK rowland+broughton architecture / urban design / interior design 500 w. main st. aspen, co 81611 970.544.9006 1830 blake st. denver, co 80202 303.308.1373 Consultants: Issuances and Revisions: COPYRIGHT 2019 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SCALE: SHEET TITLE: PROJECT NO:File Path:Plot Date:FOR CITY OF ASPEN C:\Users\towen\Documents\Revit Locals\21713_KAGAN_CENTRAL_tim.owen-RB.rvt11/18/2019 8:14:18 AM12" = 1'-0" A0.0 21713.00 KAGAN REMODEL 520 E HYMAN AVENUE, UNIT 3A AND 3B ASPEN, CO 81611 COVER SHEET ARCHITECTURAL GENERAL A0.1 PROJECT INFO AND PLANNING APPROVALS A0.2 EGRESS, OCCUPANCY & FIRE SEPARATION A0.3 FLOOR AREA CALCULATIONS A0.3a LCE, GCE AREA CALCULATIONS A0.4 FIRE AREA AND SNOWMELT/REMP CALCULATIONS A0.5 DEMO CALCULATIONS A0.6 ACCESSIBILITY INFORMATION A0.7 RESCHECK A0.10 GENERAL NOTES AND SPECIFICATIONS A0.11 GENERAL NOTES AND SPECIFICATIONS SURVEY 1 OF 1 IMPROVEMENT & TOPOGRAPHIC SURVEY A1.1 SITE PLAN A2.1 LEVEL 1 FLOOR PLAN A2.2 LEVEL 2 FLOOR PLAN A2.3 LEVEL 3 FLOOR PLAN A2.4 ROOF LEVEL FLOOR PLAN A2.4k ROOF ASSEMBLY KEY PLAN A3.1 LEVEL 1 REFLECTED CEILING PLAN A3.3 LEVEL 3 REFLECTED CEILING PLAN A4.1 EXTERIOR ELEVATIONS A4.2 EXTERIOR ELEVATIONS A4.3 EXTERIOR ELEVATIONS A4.4 EXTERIOR ELEVATIONS A5.1 BUILDING SECTIONS A5.2 BUILDING SECTIONS A6.1 INTERIOR STAIR SHEET A6.3 EXTERIOR STAIR SHEET A6.4 EXTERIOR STAIR DETAILS A6.5 ENTRY STAIR SHEET A6.6 ENTRY STAIR SHEET A6.6.1 ENTRY STAIR DETAILS A6.7 INTERIOR STAIR 320 A6.10 INTERIOR FIREPLACE DETAILS A6.10.1 INTERIOR FIREPLACE SPECIFICATION A6.11 EXTERIOR FIREPLACE DETAILS A6.30 ROOFTOP DECK - ENLARGED PLAN AND 3D VIEWS A6.31 ROOFTOP DECK - ENLARGED SECTIONS A6.32 ROOFTOP DECK - ELEVATIONS A6.33 PLANTER DETAILS A7.1 ROOF AND FLOOR ASSEMBLIES A7.1.1 ROOF AND FLOOR ASSEMBLIES A7.2 WALL ASSEMBLIES A7.2.1 WALL ASSEMBLIES A7.3 ASSEMBLY RATINGS A7.4 ASSEMBLY RATINGS A7.4.1 ASSEMBLY RATINGS A7.5 LISTED ASSEMBLIES A7.6 LISTED ASSEMBLIES A7.7 LISTED ASSEMBLIES A7.8 LISTED ASSEMBLIES A7.9 LISTED ASSEMBLIES A7.10 FIRE-RATED DETAILS A7.11 EXTERIOR DETAILS @ SKYLIGHTS A7.12 EXTERIOR DETAILS A7.13 EXTERIOR DETAILS A7.14 EXTERIOR DETAILS @ SKYLIGHTS A7.17 DETAILS A7.18 EXTERIOR DETAILS A8.2 LIGHTING SCHEDULE A8.10 WINDOW SCHEDULE AND ELEVATIONS A8.11 DOOR SCHEDULE AND ELEVATIONS A8.12 DOOR AND WINDOW DETAILS A8.13 DOOR AND WINDOW DETAILS A8.16 DOOR AND WINDOW DETAILS E1.0 ELECTRICAL LEGEND, SPECS & DETAILS E1.1 ELECTRICAL ONE-LINE & PANEL SCHEDULES E2.0 PENTHOUSE POWER & SYSTEMS PLAN E2.1 ROOF POWER & SYSTEMS PLAN E2.2 GARAGE POWER & SYSTEMS PLAN M1.0 MECHANICAL LEGEND & SPECS M1.1 MECHANICAL SEQUENCE, SCHEDULES & DETAILS M2.0 LEVEL 3 HVAC PLAN M2.1 ROOF HVAC PLAN M3.0 ROOF MECHANICAL PIPING PLAN P1.0 PLBG SPECS, LEGEND, DIAGRAMS & SCHEDULES P2.0 LEVEL 3 GAS PIPING P2.1 ROOF GAS PIPING PLAN L0-04 GENERAL INFORMATION SHEET L9-01 SITE PLANTING PLAN L9-02 SITE HYDROZONES REFERENCE PLAN L10-01 SITE PLANTING DETAILS L10-02 SITE PLANTING DETAILS IR1-00 IRRIGATION LEGEND & NOTES IR1-01 IRRIGATION PLAN IR2-00 IRRIGATION DETAILS MECHANICAL ELECTRICAL PLUMBING LANDSCAPE S0.1 GENERAL NOTES S0.2 GENERAL NOTES S0.3 GENERAL NOTES S0.4 LOAD KEYS S0.5 TYPICAL DETAILS S0.6 TYPICAL DETAILS S2.1 LEVEL 1 FLOOR PLAN S2.3 LEVEL 3 FLOOR PLAN S2.4 ROOF FRAMING PLAN S5.1 ROOF DETAILS S5.2 DETAILS S5.3 DETAILS S5.4 DETAILS S6.1 SKETCHES SSK019-SSK021 S6.2 SKETCHES SSK019-SSK021 STRUCTURAL LP0.1 NOTES & LEGENDS LP0.2 SCHEDULES LP0.3 ENCLOSURE SCHEDULES LP1.1 LEVEL 3 LIGHTING PLAN LP1.2 ROOF LIGHTING PLAN LP1.3 LEVEL 1 GARAGE LIGHTING PLAN LIGHTING 16 CO1 16 CO1 A2.0e EXISTING BASEMENT LEVEL FLOOR PLAN A2.1e EXISTING LEVEL 1 FLOOR PLAN A2.2e EXISTING LEVEL 2 FLOOR PLAN A2.3e EXISTING LEVEL 3 FLOOR PLAN A2.5e EXISTING BUILDING SECTION ARCHITECTURAL -EXISTING 16 CO1 2018.05.31 PERMIT SET 2018.07.06 ESTIMATING SET 2018.11.09 90% CD GMP SET 1 2019.02.05 ASI 006 7 2019.04.12 ASI 012 9 2019.04.26 ASI 015 16 2019.06.10 CHANGE ORDER 1 17 2019.06.11 ASI 022 30 2019.11.18 CLARIFICATIONS 30 11/18/2019 11/18/2019 denism B C D E F G H3 A5.1 3 A5.1 2 A5.1 2 A5.1 D.4 1 A6.31 316 BED 3 313 BED HALL 314 BED 2 310 MASTER BEDROOM A7.12 3 8'-1 3/4"10'-0"4'-3"5'-8"10'-0"10'-0"10'-0"3'-4"TALL PLANTER 136' -11 3/4" T.O. WALL EQUIPMENT AUTO COVER RD RD T.O. OVERFRAMING T.O. FINISH 135' - 8 3/4" T.O. FINISH 134' - 5 3/4" 3 1/2"1'-2 1/2" 2 3/8" 5"V.I.F. PER SPA SHOP DRAWINGS 3 1/2"6'-8 1/8"3 1/2"1'-2 1/2" 3 1/2" T.O. FINISH 135' - 8 3/4" MECH.MECH. WOOD FRAMING AS REQ'D TO SUPPORT SOIL ABOVE; SPRAY-FOAM INSULATION 4" MIN. RUN SECUROCK AND WP MEMBRANE OVER TOP FOR CON'T BARRIER CON'T WP MEMBRANE OVER T.O. PHASE I FRAMED WALL A7.12 1 A7.12 2 A7.12 4 SIM. A7.12 4 SIM. REV.135' - 5" T.O. FINISH 136' - 11 3/4"INSPECTION CHAMBER AND SCUPPER, OPP SIDE 2 A6.33 SIM 1 2 32.2 1 A5.2 4 A5.1 315 BATH 2 313 BED HALL A6.33 1 14'-0"5'-4"9'-0" 2 A6.31 TALL PLANTER 136' -11 3/4" T.O. WALL DROP T.O. EXST WALL APPROX 2-3/4" RD 3 A6.31 THROUGH-WALL SCUPPER IN BEYOND SA DUCT HATCHED WALLS INDICATE WALLS ALREADY CONSTRUCTED IN ROOF REPAIR PHASE, TYP. PREFABRICATED STAINLESS STEEL SPA 2'-3 1/2"WRAP INSUL. AND WP BUILD-UP AROUND DUCT A7.12 4 REMOVE WALL FRAMED IN PHASE 1 ROOFING TO ALLOW FOR ROOF INFILL AND FRAME NEW SPA WALL FURR WALL FOR SUPPORT AND APPLY NEW WATERPROOFING SIM. A6.33 53'-1"3'-8 3/8"3'-4 1/2"PER TILE LAYOUT 4'-5 9/16" V.I.F.3 1/2"3 1/2"1/2"3'-9 7/8"3 1/2"V.I.F. PER SPA SHOP DRAWINGS 3 1/2" W-12 A7.2.1SIM W-12 A7.2.1 SIMW-12 A7.2.1SIM PROVIDE FIRESTOPPING/ BLOCKING EVERY 8' MIN ROOF DECK LEVEL 133' -10" T.O. EXISTING CONC D E F G H J3 A5.1 3 A5.1 2 A5.1 2 A5.1 D.4 1 A5.1 1 A5.1 1 A6.31 TALL PLANTER 136' -11 3/4" T.O. WALL WRAP INSUL. AND WP BUILD-UP AROUND DUCTS, TYP. -SLOPE TO DRAIN 4'-3"5'-8"10'-0"10'-0"10'-0"8'-0" 1 A7.14 135' - 10 1/8"135' - 10 1/8" 136' - 1 1/8" T.O. DUCT T.O. DUCT T.O. DUCT LINE OF DUCT BEYOND, TYP. 8X16 RA 16X8 SA 20X10 RA 4" DRYER EXH.7" EA 20X10 SA 6" EA A7.12 6 1 A6.33 FRAMING PER G.C., MAXIMIZE SOIL DEPTHS (MAX 18") WHEREVER POSSIBLE CONTINUOUS RIGID INSULATION, R-30 MIN. A6.33 3 A7.13 7 SIM SKYLIGHT CAVITY. CEILING TO RECEIVE SPRAY-FOAM INSULATION, R-30 MIN. rowland+broughton architecture / urban design / interior design 500 w. main st. aspen, co 81611 970.544.9006 1830 blake st. denver, co 80202 303.308.1373 Consultants: Issuances and Revisions: COPYRIGHT 2019 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SCALE: SHEET TITLE: PROJECT NO:File Path:Plot Date:FOR CITY OF ASPEN C:\Users\towen\Documents\Revit Locals\21713_KAGAN_CENTRAL_tim.owen-RB.rvt11/18/2019 8:14:21 AM1/2" = 1'-0" A6.31 21713.00 KAGAN REMODEL 520 E HYMAN AVENUE, UNIT 3A AND 3B ASPEN, CO 81611 ROOFTOP DECK - ENLARGED SECTIONS SCALE:A6.31 1/2" = 1'-0" 2 WALL SECTION - SPA AND ROOF DECK - NORTH SOUTH SCALE:A6.31 1/2" = 1'-0" 1 WALL SECTION - SPA AND ROOF DECK - EAST-WEST SCALE:A6.31 1/2" = 1'-0" 3 WALL SECTION THROUGH ROOFTOP PLANTER 16 CO1 16 2019.06.10 CHANGE ORDER 1 17 2019.06.11 ASI 022 28 2019.10.25 ASI 033 30 2019.11.18 CLARIFICATIONS 30 30 30 30 30 30 30 30 11/18/2019 11/18/2019 denism 2 4 R-2 A7.1 R-4 A7.1 ROOF FRAMING, RE. STRUCTURAL T.O. SPA/PLANTER 136' - 11 3/4" T.O. PAVERS 134' - 5 3/4" T.O. CLG RE: RCP EXTERIOR INTERIOR R-3 A7.1 A6.33 3 PHASE I WALLS 134' - 7" APPROX. T.O. A6.33 3 SIM. INTERMITTENT CLIP @ 6" OC MAX PRE-FIN. GALV. SHT MTL DRIP CAP 2"PRE-FIN. GALV. FLAT-LOCK MTL PANELS HIGH-TEMP BUTYL RUBBER FLASHING -LAP OVER MTL FLASHING INTERMITTENT CLIP @ 6" OC MAX GALV. SHT MTL BASE FLASHING CORNER B.O. WALL TRANSITION PER WP MEMBRANE MFR. STANDARD DETAILS A6.33 6 LINE OF 2X BRACING WHERE OCCURS, RE: STRUCT. FIREBLOCKING/STOPPING REQ'D EVERY 8' MAX. FIREBLOCKING TO BE 1/2" GWB ON 2X WD FRAMING, MINERAL BATT INSULATION, OR APPROVED EQ. FILL WALL CAVITY W/ SPRAY- FOAM INSULATION, TYP. TYP. PLYWOOD SLOPE 1/4"/1' R-4 A7.1 INTERIOR A6.33 3 EXTERIOR A6.33 4 CLEAN-OUT / INSPECTION CHAMBER BY WP MEMBRANE/GREEN ROOF MFR A6.33 7 MTL EDGE TRIM, FINISH TO MATCH PLANTERS, ATTACHMENT TO WALL PER STRUCT. COMPOSITE WALL CAP -SPECIES, FINISH, AND SIZE PER APPROVED MOCK-UP LANDSCAPE FILTER FABRIC GALV. SHEET MTL FLASHING CAP W/ DRIP EDGE ON EXTERIOR SIDE CAP SHEET BY WP MFR, WRAP T.O. WALL WP MEMBRANE -RUN UP AND OVER WALL, TRANSITION PER WP MFR STANDARD DETAILS 5/8" SECUROCK SUBSTRATE FILL STUD CAVITIES WITH RIGID XPS OR SPRAY FOAM INSULATION 1/2" PLYWOOD SHEATHING, RE: STRUCT 3/4" WD FURRING STRIP FINISH PER APPROVED MOCK-UP (FULL COURSE AT TOP OF WALL - APPLY RIPPED PLANKS AT BOTTOM OF WALL) JOINT SEALANT -COLOR MATCH WALL CAP OR PER APPROVED MOCK-UP1/4":1'-0" SLOPE HIGH-TEMP BUTYL SELF-ADHERED FLASHING -LAP OVER MTL FLASHING AND SCUPPER CLEAT -SHIP LAP OVER SCUPPER JAMB FLASHING PRE-FINISHED MTL DRIP FLASHING PER APPROVED MOCK-UP FINISH CLADDING PER APPROVED MOCK-UP ON WD FURRING STRIPS CONTINUOUS MTL CLEAT WP MEMBRANE CON'T AT SCUPPER OPENING -LET-IN SCUPPER BOOT - TRANSITIONS AND LET-IN PER MFR STANDARD DETAILS THROUGH-WALL PRE-FINISHED MTL SCUPPER PER APPROVED MOCK-UP 4 3/4"1/2"1/2"3"1/4"WP MEMBRANE CON'T AT SCUPPER OPENING -LET-IN SCUPPER BOOT - TRANSITIONS AND LET-IN PER MFR STANDARD DETAILS PRE-FINISHED MTL BASE FLASHING PER APPROVED MOCK-UP -CLEAT IN TO SCUPPER BOOT PERFORATED ALUMINUM INSPECTION CHAMBER 1" XPS RIGID INSULATION CON'T UNDER INSPECTION CHAMBER TO PROTECT WP MEMBRANE WALL FINISH PER APPROVED MOCK- UP (RIPPED COURSES AT BOTTOM OF WALL)2" MIN.3/4" WD FURRING HIGH-TEMP BUTYL FLEXIBLE FLASHING -LAP OVER METAL FLASHING PRE-FINISHED MTL DRIP FLASHING PER APPROVED MOCK-UP PRE-FINISHED MTL BASE FLASHING PER APPROVED MOCK-UP -EXTEND MIN. 2" BELOW T.O. PAVER FINISH WP MEMBRANE AND CAP SHEET - CORNER AND MATERIAL TRANSITIONS PER MFR STANDARD DETAILS R-3 A7.1 A6.33 3 SIM. HYDROSEAL RESIN LIQUID FLASHING WITH REINFORCING - LAP FROM WALL DOWN TO DUCTWORK -COMPLETELY SEAL DUCT PENETRATION ALL 4 SIDES DUCTWORK WITH LINING, RE: MECH GALV. MTL BASE FLASHING 2'-0" V.I.F. HIGH TEMP BUTYL FLEXIBLE FLASHING -LAP OVER MTL FLASHING WP MEMBRANE -EXTEND TO DUCT OPENING HYDROGUARD PROTECTION / INSULATION BOARD -WRAP DUCT ON TOP AND SIDES, EXTEND OUT FROM PENETRATION DISTANCE INDICATED SEALANT AND BACKER ROD 5/8" SECUROCK BASE COURSE 1" PLYWOOD (ZIP SHEATHING OR EQUIV.) -SPAN DUCT AND BEAR ON FOAM BUILD-UP 4" MIN. EA. SIDE - STAGGER JOINTS WITH SECUROCK BASE COURSE 1" XPS RIGID INSULATION PROTECTION COURSE HYDROSEAL RESIN LIQUID FLASHING WITH REINFORCING - LAP FROM DUCT DOWN WALL OVER MTL FLASHING HYDROSEAL RESIN LIQUID FLASHING WITH REINFORCING - LET-IN MTL BASE FLASHING GALV. SHT MTL BASE FLASHING - BRAKE-BEND INTO DUCT OPENING AND LET-IN TO HYDROSEAL HYDROSEAL RESIN LIQUID FLASHING -PREFLASH INTO OPENING AND LAP OVER ROOF WP MEMBRANE LAID IN PHASE I WP MEMBRANE LAID IN PHASE I HYDROGUARD PROTECTION / INSULATION BOARD PER ROOF ASSEMBLY -EXTEND UNDER DUCT AND TO PLANTER WALL WALL FINISH PER APPROVED MOCK-UP 3/4" WD FURRING HIGH-TEMP BUTYL FLEXIBLE FLASHING -LAP OVER METAL FLASHING PRE-FINISHED MTL DRIP FLASHING PER APPROVED MOCK-UP PRE-FINISHED MTL BASE FLASHING PER APPROVED MOCK-UP -EXTEND MIN. 2" BELOW T.O. PAVER FINISH WP MEMBRANE AND CAP SHEET - CORNER AND MATERIAL TRANSITIONS PER MFR STANDARD DETAILS2"1/4"LANDSCAPE FILTER FABRIC, LAP OVER MTL BASE FLASHING LANDSCAPE FILTER FABRIC, LAP OVER METAL CAP TURNDOWN CUSTOM METAL PLANTER WALL SHROUD. FINISH TO BE 'ORE DESIGNS OXIDIZED ZINC PATINA LIVING FINISH' OR APPROVED EQ. PROVIDE SAMPLES TO ARCHITECT / INTERIOR DESIGNER / LANDSCAPE FOR APPROVAL. CAP SHEET BY WP MFR, WRAP T.O. WALL WP MEMBRANE -RUN UP AND OVER WALL, TRANSITION PER WP MFR STANDARD DETAILS 5/8" SECUROCK SUBSTRATE, WRAP WALL 1/2" PLYWOOD SHEATHING, RE: STRUCT 1/8":1'-0" SLOPE FILL WALL CAVITY WITH SPRAY- FOAM INSULATION WP MEMBRANE CON'T AT SCUPPER OPENING -LET-IN SCUPPER BOOT - TRANSITIONS AND LET-IN PER MFR STANDARD DETAILS WP MEMBRANE CON'T AT SCUPPER BOTTOM PRE-FINISHED MTL FLASHING WITH DRIP-EDGE THROUGH-WALL PRE-FINISHED MTL SCUPPER, HEIGHT TO BE LESS THAN TOTAL HEIGHT OF TILE FINISH ASSEMBLY R-1 A7.1 HIGH-TEMP BUTYL SELF- ADHERED FLASHING -LAP OVER MTL FLASHING AND SCUPPER PROVIDE SEDIMENT SCREEN AT BACK OF SCUPPERMAX HGHTPLANTER LINED WITH LANDSCAPE FILTER FABRIC rowland+broughton architecture / urban design / interior design 500 w. main st. aspen, co 81611 970.544.9006 1830 blake st. denver, co 80202 303.308.1373 Consultants: Issuances and Revisions: COPYRIGHT 2019 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SCALE: SHEET TITLE: PROJECT NO:File Path:Plot Date:FOR CITY OF ASPEN C:\Users\towen\Documents\Revit Locals\21713_KAGAN_CENTRAL_tim.owen-RB.rvt11/18/2019 8:14:23 AMAs indicated A6.33 21713.00 KAGAN REMODEL 520 E HYMAN AVENUE, UNIT 3A AND 3B ASPEN, CO 81611 PLANTER DETAILS SCALE:A6.33 1 1/2" = 1'-0" 1 SECTION DETAIL - TYPICAL ROOFTOP PLANTER SCALE:A6.33 1 1/2" = 1'-0" 2 SECTION DETAIL - ROOFTOP PLANTER AT SCUPPER SCALE:A6.33 3" = 1'-0" 3 SECTION DETAIL - TYPICAL PLANTER T.O. WALL SCALE:A6.33 3" = 1'-0" 4 SECTION DETAIL - THROUGH-WALL SCUPPER @ PLANTER SCALE:A6.33 3" = 1'-0" 6 SECTION DETAIL - TYPICAL PLANTER B.O. WALL @ PAVERS SCALE:A6.33 3" = 1'-0" 5 SECTION DETAIL - DUCT PENETRATION @ PLANTER WALL SCALE:A6.33 3" = 1'-0" 7 SECTION DETAIL - TYPICAL PLANTER B.O. WALL @ GREEN ROOF SCALE:A6.33 3" = 1'-0" 8 SECTION DETAIL - ZINC PLANTER T.O. WALL SCALE:A6.33 3" = 1'-0" 9 SECTION DETAILS - SCUPPER AT KITCHEN PLANTER 17 2019.06.11 ASI 022 28 2019.10.25 ASI 033 30 2019.11.18 CLARIFICATIONS 30 11/18/2019 11/18/2019 denism EXTERIOR INTERIOR T.O. DECK RE: STRUCTURAL SLOPE 1/8" PER 1'-0" MIN. FABRIC REINFORCEMENT, HYDROTECH FLEX-FLASH F 3/4" CERAMIC TILE ON PEDESTALS THERMAHEXX UNIT WITH ESP INSULATION BELOW EXISTING TO REMAINWATERPROOF MEMBRANE, MONOLITHIC MEMBRANE 6125-FR 125 MILS MIN TAPERED INSULATION FOR DRAINAGE 5/8" SECUROCK FIRECODE X ADD BLOCKING AS REQ'D TO SUPPORT EDGES OF RIGID INSULATION EXISTING FRAMING 4" RIGID POLYISO INSULATION, FOIL- FACED FILL REMAINING CAVITY WITH BATT INSULATION, MIN. 6" EXISTING GWB CEILING FINISH TO REMAIN EXTERIOR INTERIOR METAL DECK PER STRUCTURAL CEILING FINISH, 5/8" GWB TYP. OR SIM. BACKING, U.N.O. -RE: FIN. SCHD NONCOMBUSTIBLE DRYWALL SUSPENSION SYSTEM SLOPE 1/8" PER 1'-0" MIN. 5/8" SECUROCK FIRECODE X 5/8" ZIP SYSTEM SHEATHING WATERPROOF MEMBRANE, MONOLITHIC MEMBRANE 6125-FR 125 MILS MIN FABRIC REINFORCEMENT, HYDROTECH FLEX-FLASH F 3/4" CERAMIC TILE ON PEDISTALS THERMAHEXX UNIT WITH EPS INSULATION BELOW TAPERED RIGID XPS INSULATION, 5" MIN (R-30ci [SEE NOTE #1 BELOW]) SPRAY-APPLIED FIRE-RESISTIVE MATERIAL (ISOLATEK BLAZESHIELD II) - COMPLETELY COAT DECK AND STRUCT. BEAMS TO REQUIRED THICKNESS TO ACHIEVE REQUIRED FIRE RATING -R-6.66 NOTES: 1. TAPERED INSULATION R-VALUE CALCULATION PER 2015 IECC 402.2.2 EXCEPTION 2 (R-30 @ 1" ABOVE MIN. TAPERED DEPTH) STEEL FRAMING VARIES -RE: STRUCT, FULLY COAT WITH SPRAY APPLIED FIREPROOFING WHERE PRESENT NONCOMBUSTIBLE MATERIAL OR FIRE RETARDANT TREATED WD ONLY IN DROP CEILING / SET OUT CONSTRUCTION SPACES PER IBC 803.13.2 WOOD BOX BEAM WHERE INDICATED ON RCPs, RE: RCP -PROVIDE FIREBLOCKING EVERY 8'-0" MIN. IN BOX BEAM CAVITY PER IBC 803.13.1.1 - ATTACHMENT AND FRAMING VARIES FRT WD FRAMING/ASSEMBLY MEMBERS WHERE OCCURS PER EXCEPTION TO IBC 803.13.2.1 EXTERIOR INTERIOR SLOPE 1/8" PER 1'-0" MIN. 5/8" SECUROCK FIRECODE X 5/8" ZIP SYSTEM SHEATHING WATERPROOF MEMBRANE, MONOLITHIC MEMBRANE 6125-FR 125 MILS MIN FABRIC REINFORCEMENT, HYDROTECH FLEX-FLASH F HYDROGUARD LIGHTWEIGHT PMR (XPS, R-10ci) TAPERED RIGID XPS INSULATION, 5" MIN (R-30ci [SEE NOTE #1 BELOW]) NOTES: 1. TAPERED INSULATION R-VALUE CALCULATION PER 2015 IECC 402.2.2 EXCEPTION 2 (R-30 @ 1" ABOVE MIN. TAPERED DEPTH) METAL DECK PER STRUCTURAL NONCOMBUSTIBLE DRYWALL SUSPENSION SYSTEM STEEL FRAMING VARIES -RE: STRUCT, FULLY COAT WITH SPRAY APPLIED FIREPROOFING WHERE PRESENT CEILING FINISH, 5/8" GWB TYP. OR SIM. BACKING, U.N.O. -RE: FIN. SCHD SPRAY-APPLIED FIRE-RESISTIVE MATERIAL (ISOLATEK BLAZESHIELD II) - COMPLETELY COAT DECK AND STRUCT. BEAMS TO REQUIRED THICKNESS TO ACHIEVE REQUIRED FIRE RATING -R-6.66 NONCOMBUSTIBLE MATERIAL OR FIRE RETARDANT TREATED WD ONLY IN DROP CEILING / SET OUT CONSTRUCTION SPACES PER IBC 803.13.2 WOOD BOX BEAM WHERE INDICATED ON RCPs, RE: RCP -PROVIDE FIREBLOCKING EVERY 8'-0" MIN. IN BOX BEAM CAVITY PER IBC 803.13.1.1 - ATTACHMENT AND FRAMING VARIES FRT WD FRAMING/ASSEMBLY MEMBERS WHERE OCCURS PER EXCEPTION TO IBC 803.13.2.1 EXTERIOR INTERIOR SLOPE 1/8" PER 1'-0" MIN. 5/8" SECUROCK FIRECODE X 5/8" ZIP SYSTEM SHEATHING WATERPROOF MEMBRANE, MONOLITHIC MEMBRANE 6125-FR 125 MILS MIN FABRIC REINFORCEMENT, HYDROTECH FLEX-FLASH F HYDROGUARD LIGHTWEIGHT PMR (XPS, R-10ci) RIGID INSULATION AS NEEDED TO REACH 5" MIN (R-30ci), INCLUDES TAPERED INSULATION TAPERED INSULATION RESIN BOUND GRAVEL NOTES: 1. TAPERED INSULATION R-VALUE CALCULATION PER 2015 IECC 402.2.2 EXCEPTION 2 (R-30 @ 1" ABOVE MIN. TAPERED DEPTH) METAL DECK PER STRUCTURAL NONCOMBUSTIBLE DRYWALL SUSPENSION SYSTEM STEEL FRAMING VARIES -RE: STRUCT, FULLY COAT WITH SPRAY APPLIED FIREPROOFING WHERE PRESENT CEILING FINISH, 5/8" GWB TYP. OR SIM. BACKING, U.N.O. -RE: FIN. SCHD SPRAY-APPLIED FIRE-RESISTIVE MATERIAL (ISOLATEK BLAZESHIELD II) - COMPLETELY COAT DECK AND STRUCT. BEAMS TO REQUIRED THICKNESS TO ACHIEVE REQUIRED FIRE RATING -R-6.66 NONCOMBUSTIBLE MATERIAL OR FIRE RETARDANT TREATED WD ONLY IN DROP CEILING / SET OUT CONSTRUCTION SPACES PER IBC 803.13.2 WOOD BOX BEAM WHERE INDICATED ON RCPs, RE: RCP -PROVIDE FIREBLOCKING EVERY 8'-0" MIN. IN BOX BEAM CAVITY PER IBC 803.13.1.1 - ATTACHMENT AND FRAMING VARIES FRT WD FRAMING/ASSEMBLY MEMBERS WHERE OCCURS PER EXCEPTION TO IBC 803.13.2.1 NOTE: INSULATION VALUES NOTED PER RESCHECK COMPLIANCE NOTE: INSULATION VALUES NOTED PER RESCHECK COMPLIANCE NOTE: INSULATION VALUES NOTED PER RESCHECK COMPLIANCE NOTE: INSULATION VALUES NOTED PER RESCHECK COMPLIANCE EXTERIOR INTERIOR SYSTEM FILTER ENGINEERED LIGHTWEIGHT GROWING MEDIA, 6" MIN. PLANTING MATERIAL, RE: LANDSCAPE EPS GEOFOAM AS NEEDED 5/8" SECUROCK FIRECODE X 5/8" ZIP SYSTEM SHEATHING WATERPROOF MEMBRANE, MONOLITHIC MEMBRANE 6125-FR 125 MILS MIN, SLOPE TO DRAIN RE: PLANS FABRIC REINFORCEMENT, HYDROTECH FLEX-FLASH F TAPERED RIGID XPS INSULATION, 5" MIN (R-30ci [SEE NOTE #1 BELOW]) NOTES: 1. TAPERED INSULATION R-VALUE CALCULATION PER 2015 IECC 402.2.2 EXCEPTION 2 (R-30 @ 1" ABOVE MIN. TAPERED DEPTH) METAL DECK PER STRUCTURAL NONCOMBUSTIBLE DRYWALL SUSPENSION SYSTEM STEEL FRAMING VARIES -RE: STRUCT, FULLY COAT WITH SPRAY APPLIED FIREPROOFING WHERE PRESENT SLOPE TO DRAIN 1/8" PER FT. MIN. (SEE PLANS)6" MIN.2" MIN.5/8"5" MIN.CEILING FINISH, 5/8" GWB TYP. OR SIM. BACKING, U.N.O. -RE: FIN. SCHD SPRAY-APPLIED FIRE-RESISTIVE MATERIAL (ISOLATEK BLAZESHIELD II) -COMPLETELY COAT DECK AND STRUCT. BEAMS TO REQUIRED THICKNESS TO ACHIEVE REQUIRED FIRE RATING -R-6.66 NONCOMBUSTIBLE MATERIAL OR FIRE RETARDANT TREATED WD ONLY IN DROP CEILING / SET OUT CONSTRUCTION SPACES PER IBC 803.13.2 WOOD BOX BEAM WHERE INDICATED ON RCPs, RE: RCP -PROVIDE FIREBLOCKING EVERY 8'-0" MIN. IN BOX BEAM CAVITY PER IBC 803.13.1.1 - ATTACHMENT AND FRAMING VARIES FRT WD FRAMING/ASSEMBLY MEMBERS WHERE OCCURS PER EXCEPTION TO IBC 803.13.2.1 EXTERIOR INTERIOR 5/8" SECUROCK FIRECODE X WATERPROOF MEMBRANE, MONOLITHIC MEMBRANE 6125-FR 125 MILS MIN FABRIC REINFORCEMENT, HYDROTECH FLEX-FLASH F HYDROGUARD LIGHTWEIGHT PMR (XPS, R-10ci) TAPERED RIGID XPS INSULATION, 5" MIN (R-30ci [SEE NOTE #1 BELOW]) NOTES: 1. TAPERED INSULATION R-VALUE CALCULATION PER 2015 IECC 402.2.2 EXCEPTION 2 (R-30 @ 1" ABOVE MIN. TAPERED DEPTH) NONCOMBUSTIBLE DRYWALL SUSPENSION SYSTEM STEEL FRAMING VARIES -RE: STRUCT, FULLY COAT WITH SPRAY APPLIED FIREPROOFING WHERE PRESENT 1/8":1'-0" SLOPE EXISTING COMPOSITE CONC. SLAB EXST.7 1/2" +/-NOTE: INSULATION VALUES NOTED PER RESCHECK COMPLIANCE CEILING FINISH, 5/8" GWB TYP. OR SIM. BACKING, U.N.O. -RE: FIN. SCHD SPRAY-APPLIED FIRE-RESISTIVE MATERIAL (ISOLATEK BLAZESHIELD II) - COMPLETELY COAT DECK AND STRUCT. BEAMS TO REQUIRED THICKNESS TO ACHIEVE REQUIRED FIRE RATING -R-6.66 NONCOMBUSTIBLE MATERIAL OR FIRE RETARDANT TREATED WD ONLY IN DROP CEILING / SET OUT CONSTRUCTION SPACES PER IBC 803.13.2 WOOD BOX BEAM WHERE INDICATED ON RCPs, RE: RCP -PROVIDE FIREBLOCKING EVERY 8'-0" MIN. IN BOX BEAM CAVITY PER IBC 803.13.1.1 - ATTACHMENT AND FRAMING VARIES FRT WD FRAMING/ASSEMBLY MEMBERS WHERE OCCURS PER EXCEPTION TO IBC 803.13.2.1 rowland+broughton architecture / urban design / interior design 500 w. main st. aspen, co 81611 970.544.9006 1830 blake st. denver, co 80202 303.308.1373 Consultants: Issuances and Revisions: COPYRIGHT 2019 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SCALE: SHEET TITLE: PROJECT NO:File Path:Plot Date:FOR CITY OF ASPEN C:\Users\towen\Documents\Revit Locals\21713_KAGAN_CENTRAL_tim.owen-RB.rvt11/18/2019 8:14:26 AMAs indicated A7.1 21713.00 KAGAN REMODEL 520 E HYMAN AVENUE, UNIT 3A AND 3B ASPEN, CO 81611 ROOF AND FLOOR ASSEMBLIES SCALE:A7.1 1 1/2" = 1'-0" R-1 ROOF - LEVEL 3 PATIO SCALE:A7.1 1 1/2" = 1'-0" R-2 ROOF DECK FLOOR ASSEMBLY - (1 HR) (R-30ci + R-6.66) 1-HR RATING: ENGINEERING JDGMT LTR DATED 2019.04.03 SCALE:A7.1 1 1/2" = 1'-0" R-3 ROOF DECK FLOOR ASSEMBLY - (1 HR) (R-40ci + R-6.66) 1-HR RATING: ENGINEERING JDGMT LTR DATED 2019.04.03 SCALE:A7.1 1 1/2" = 1'-0" R-5 ROOF DECK FLOOR ASSEMBLY - (1 HR) (R-40ci + R-6.66) 1-HR RATING: ENGINEERING JDGMT LTR DATED 2019.04.03 SCALE:A7.1 1 1/2" = 1'-0" R-4 GREEN ROOF ASSEMBLY (1 HR) (R-30ci + R-6.66) 1-HR RATING: ENGINEERING JDGMT LTR DATED 2019.04.03 SCALE:A7.1 1 1/2" = 1'-0" R-6 ROOF DECK FLOOR ASSEMBLY - (1 HR) (R-40ci + R-6.66) 1-HR RATING: ENGINEERING JDGMT LTR DATED 2019.04.03 2018.04.24 PERMIT - RE-ROOFING & STRUCTURAL REPAIR 2018.05.31 PERMIT SET 2018.07.06 ESTIMATING SET 2018.11.09 90% CD GMP SET 2019.03.21 COORDINATION 5 2019.04.05 ASI 009 28 2019.10.25 ASI 033 30 2019.11.18 CLARIFICATIONS 30 11/18/2019 11/18/2019 denism SOLID WOOD PLANK FLOORING, RE: FINISH SCHEDULE T.O. CONC. 122' - 8"+/- SIKA ACOUBOND SYSTEM W/ SIKALAYER-03 SOUND DAMPENING MAT 3 3/8"3/4" PLYWOOD SUBFLOOR FULL DEPTH MINERAL WOOL INSULATION -FRICTION FIT IN PLACE AND COMPLETELY FILL SLEEPER CAVITY 2x WOOD SLEEPERS @ 16" MIN. -RIP TO FIT AS REQ'D SHIM SPACE IF REQ'D, PROVIDE SHIM @ 6" O.C. MIN. AND COMPLETELY FILL GAPS WITH UNFACED FIBERGLASS OR MINERAL WOOL INSULATION PROVIDE 2x OR MINERAL WOOL FIREBLOCKING AT 8' MAX. INTERVALS IN SLEEPER CAVITY IF CAVITY IS NOT COMPLETELY FILLED WITH INSULATION T.O. FIN. 122' - 11 3/8"EXST ASSEMBLY - N.I.S.3/8" CARPET, RE: FINISH SCHEDULE 1/2" PAD RE: FINISH SCHEDULE T.O. CONC. 122' - 8"+/- T.O. FIN. 122' - 11 3/8"3 3/8"3/4" PLYWOOD SUBFLOOR EXST ASSEMBLY - N.I.S.FULL DEPTH MINERAL WOOL INSULATION -FRICTION FIT IN PLACE AND COMPLETELY FILL SLEEPER CAVITY 2x WOOD SLEEPERS @ 16" MIN. -RIP TO FIT AS REQ'D SHIM SPACE IF REQ'D, PROVIDE SHIM @ 6" O.C. MIN. AND COMPLETELY FILL GAPS WITH UNFACED FIBERGLASS OR MINERAL WOOL INSULATION PROVIDE 2x OR MINERAL WOOL FIREBLOCKING AT 8' MAX. INTERVALS IN SLEEPER CAVITY IF CAVITY IS NOT COMPLETELY FILLED WITH INSULATION T.O. CONC. 122' - 8"+/- SETTING BED 3/8" TILE COORDINATE WIDTH OF GROUT JOINT W/ ARCHITECT IN FIELD T.O. FIN. 122' - 11 3/8" 3/4" PLYWOOD SUBFLOOR EXST ASSEMBLY - N.I.S.3 3/8"FULL DEPTH MINERAL WOOL INSULATION -FRICTION FIT IN PLACE AND COMPLETELY FILL SLEEPER CAVITY 2x WOOD SLEEPERS @ 16" MIN. -RIP TO FIT AS REQ'D SHIM SPACE IF REQ'D, PROVIDE SHIM @ 6" O.C. MIN. AND COMPLETELY FILL GAPS WITH UNFACED FIBERGLASS OR MINERAL WOOL INSULATION PROVIDE 2x OR MINERAL WOOL FIREBLOCKING AT 8' MAX. INTERVALS IN SLEEPER CAVITY IF CAVITY IS NOT COMPLETELY FILLED WITH INSULATION CLEAVAGE / WATER RESISTANT MEMBRANE (SCHLUTER DITRA SYSTEM OR SIMILAR)T.O. CONC. 122' - 8"+/- T.O. FIN. 122' - 11 3/8" SETTING BED OVER ELEC. MAT PER MFR RECOMMENDATIONS ±1" MAX. SLAB TILE, RE FINISH SCHEDULE, TBD 1/8" SUNTOUCH TAPE MAT IN-FLOOR ELECTRIC HEAT MATS, OR SIM. RE: ELEC3 3/8"COORDINATE WIDTH OF GROUT JOINT W/ ARCHITECT IN FIELD - RE: INT. DESIGNER FOR JOINT LOCATIONS THICKSET SETTING BED -BUILD-UP PER TCNA MANUAL RECOMMENDATIONS EXST ASSEMBLY - N.I.S.STANDING SEAM METAL ROOF EXISTING PLYWOOD SHEATHING (2) LAYERS HIGH TEMP. SELF- ADHERING BUTYL RUBBER UNDERLAYMENT COMPATIBLE WITH METAL ROOFING (GRACE ULTRA OR APPROVED EQUIV.) CLOSED-CELL POLYURETHANE SPRAY FOAM INSULATION (R-49 MIN.) -(BASF SPRAYTITE 178 OR APPROVED EQUIV.) COMPLETELY FILL ALL GAPS AND SEAL STRUCT. AIR TIGHT EXISTING WD RAFTER, 2x8 EXTERIOR INTERIOR SLOPE - EXST (2) LAYERS GWB, 5/8" TYPE X ANCHORED TO JOISTS PER GA-610 MINERAL SURFACED CLASS A CAP SHEET (GAF VERSASHIELD OR APPROVED EQUIV.)EXSTNOTE: INSULATION VALUES NOTED PER RESCHECK COMPLIANCE rowland+broughton architecture / urban design / interior design 500 w. main st. aspen, co 81611 970.544.9006 1830 blake st. denver, co 80202 303.308.1373 Consultants: Issuances and Revisions: COPYRIGHT 2019 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SCALE: SHEET TITLE: PROJECT NO:File Path:Plot Date:FOR CITY OF ASPEN C:\Users\towen\Documents\Revit Locals\21713_KAGAN_CENTRAL_tim.owen-RB.rvt11/18/2019 8:14:27 AMAs indicated A7.1.1 21713.00 KAGAN REMODEL 520 E HYMAN AVENUE, UNIT 3A AND 3B ASPEN, CO 81611 ROOF AND FLOOR ASSEMBLIES SCALE:A7.1.1 3" = 1'-0" F-1 F1 - FLOOR - SOLID WOOD SCALE:A7.1.1 3" = 1'-0" F-2 F2 - FLOOR - CARPET SCALE:A7.1.1 3" = 1'-0" F-3 F3 - FLOOR - TILE SCALE:A7.1.1 3" = 1'-0" F-4 F4 - FLOOR - SLAB TILE SCALE:A7.1.1 1 1/2" = 1'-0" R-7 ROOF ASSEMBLY EXST SLOPED ROOF OVER CONDITIONED SPACE (R-49 MIN.) 1-HR RATING PER GA-610 (GA RC-2601) & CLASS A ROOF 1 2019.02.05 ASI 006 3 2019.03.20 ASI 008 2019.03.21 COORDINATION 5 2019.04.05 ASI 009 7 2019.04.12 ASI 012 30 2019.11.18 CLARIFICATIONS 30 11/18/2019 11/18/2019 denism 1/2" USG DUROCK CEMENT BOARD OR APPROVED EQ. FRAMING, RE: PLANS AND STRUCT CLOSED-CELL SPRAY FOAM INSULATION (R-21 MIN), FILL BALANCE WITH BATTS EXTERIOR SHEATHING, PLYWOOD OR NON-COMBUSTIBLE FIBERGLASS MAT GYPSUM AS REQ, RE: STRUCT VAPOR PERMEABLE WEATHER BARRIER RE: PLANS GALVANIZED METAL TIES INSTALLED PER MFR RECOMMENDATIONS AND STRUCT BRICK TO MATCH EXISTING AIR SPACE INTERIOR EXTERIOR NOTE: SEE UL LISTING U303 FOR ADDITIONAL INFORMATION. WATERPROOFING MEMBRANE SETTING BED CERAMIC TILE, RE: FINISH SCHEDULE 15/32" PLYWOOD SHEATHING 2X WD STUD FRAMING, RE: STRUCT 5/8" SECUROCK SHEATHING TYPICAL BOTH SIDES, AMERICAN HYDROTECH MONOLITHIC MEMBRANE 6125 WP MEMBRANE RE: PLANS AMERICAN HYDROTECH PROTECTION BOARD HYDROFLEX 10 OR APPROVED EQ. PER MFR 1/2" PLYWOOD SHEATHING, RE: STRUCT. EXTERIOR FINISH, RE: PLANS/ELEVATIONS SPRAY-FOAM INSULATION IN CAVITY LANDSCAPE FILTER FABRIC AND PLANTING MEDIUM, RE: LANDSCAPE FRAMING, RE: PLANS AND STRUCT CLOSED-CELL SPRAY FOAM INSULATION (R-21 MIN), FILL BALANCE WITH BATTS EXTERIOR SHEATHING, PLYWOOD OR NON-COMBUSTIBLE FIBERGLASS MAT GYPSUM AS REQ, RE: STRUCT INSTALL NEW VAPOR PERMEABLE WEATHER BARRIER INTERIOR RE: PLANS NOTE: SEE UL LISTING U303 FOR ADDITIONAL INFORMATION AT RATED WALLS EXTERIOR HORIZONTAL RESYSTA COMPOSITE SIDING (WALL CLADDING 7-CHANNEL) 3/4" VERTICAL FURRING STRIPS @ 16" O.C. 1/2" USG DUROCK CEMENT BOARD OR APPROVED EQ. WATERPROOFING MEMBRANE SETTING BED CERAMIC TILE, RE: FINISH SCHEDULE 15/32" PLYWOOD SHEATHING rowland+broughton architecture / urban design / interior design 500 w. main st. aspen, co 81611 970.544.9006 1830 blake st. denver, co 80202 303.308.1373 Consultants: Issuances and Revisions: COPYRIGHT 2019 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SCALE: SHEET TITLE: PROJECT NO:File Path:Plot Date:FOR CITY OF ASPEN C:\Users\towen\Documents\Revit Locals\21713_KAGAN_CENTRAL_tim.owen-RB.rvt11/18/2019 8:14:28 AM3" = 1'-0" A7.2.1 21713.00 KAGAN REMODEL 520 E HYMAN AVENUE, UNIT 3A AND 3B ASPEN, CO 81611 WALL ASSEMBLIES SCALE:A7.2.1 3" = 1'-0" W-10 EXTERIOR WALL (BRICK) @ BATH TILE SCALE:A7.2.1 3" = 1'-0" W-12 WALL ASSEMBLY TYP. EXTERIOR PLANTER WALL SCALE:A7.2.1 3" = 1'-0" W-11 EXTERIOR WALL (RESYSTA) @ BATH TILE 28 2019.10.25 ASI 033 30 2019.11.18 CLARIFICATIONS 30 11/18/2019 11/18/2019 denism ALIGN R-4 A7.1 ROOF DRAIN -LET-IN TO WP MEMBRANE PER MEMBRANE MFR STANDARD DETAILS ROOF FRAMING, RE. STRUCTURAL PEDESTAL PAVERS WITH INTEGRATED THERMA-HEXX SNOWMELT SYSTEM INTERIOR RD MECH. EQUIP.1/2"RESYSTA SIDING, 2-3/4" PROFILE -APPLY FULL COURSE AT T.O. WALL, RIPPED COURSES AT BOTTOM PROVIDE SS REVEAL TRIM AT TILE SETTING BED -PROVIDE SAMPLE FOR ARCHITECT APPROVAL CON'T 1X PT WD BLOCKING 3/4" WD FURRING CONCEALED HINGE PER APPROVED MOCK-UP SOLID PROFILE RESYSTA PLANKS ON RESYSTA RUNNERS @ 12" O.C. SOLID PROFILE RESYSTA PLANK AT RIPPED PORTIONS OF CLADDING 3/4" WD FURRING @16" O.C. WRB @ BENCH WALLS, TYVEK HOMEWRAP OR EQUIV. -LAP BASE FLASHING 4" MIN. 1/2" EXTERIOR PLY SHEATHING ON EXTERIOR FACE PT 2X4 WD FRAMING AT BENCH, TYP. SELF ADHERED FLEXIBLE FLASHING WALL CAP, LAP WRB 4" MIN. SELF ADHERED FLEXIBLE FLASHING - WRAP WALL BASE DROP CEILING OMITTED FOR CLARITY, RE: RCP SUPPORT WALL WITH PEDESTALS -DO NOT EXTEND WALL TO DECK OR IMPEDE FREE DRAINAGE FLOW EXTEND WP MEMBRANE TO B.O. OF SHEATHING, WRAP WALL BASE IN COMPATIBLE FLEXIBLE FLASHING WP MEMBRANE (HYDROTECH MM6125-FR) - EXTEND UP AND WRAP T.O. WALL AND CARRY DOWN WALL -TRANSITIONS PER MFR STANDARD DETAILS PORCELAIN TILE FINISH ON SETTING BED ON DRAINAGE MAT ON WP MEMBRANE ON SECUROCK SUBSTRATE W-12 A7.2.1 PT WD BLOCKING INTERIOR EXTERIOR 1/4":1'-0" SLOPE EXTERIOR J TOP OF STEEL 133'-2 1/2" EXISTING T.O. PARAPET TO REMAIN RE: PLAN T.O. CURB 134' - 9 3/4" R-4 A7.1 R-3 A7.1 T.O. CLG RE: RCP INSULATED DUCT, RE. MECHANICAL PLANS ROOF FRAMING, RE. STRUCTURAL 1'-0" MIN. 1'-6" NEW PARAPET CAP TO MATCH EXISTING, NEW WATERPROOFING FLEXIBLE FLASHING, SEAL/TERMINATE TO WATERPROOFING PER MFR. - LAP UP WALL 4" MIN. METAL EDGING W-2 A7.2 EXISTING BRICK, REFINISH AS NECESSARY ENGINEERED LIGHTWEIGHT GROWING MEDIA, 6" MIN. RE. LANDSCAPE PLANS CONTINUE ROOF FINISH OVER DUCT, RESIN BOUND GRAVEL BALLAST D INTERIOR T.O. PAVERS 134' - 5 3/4" R-2 A7.1 T.O. SPA/PLANTER 136' - 11 3/4" COORDINATE FINISH TRANSITION AT SPA WITH SPA MFR ROOF FRAMING, RE. STRUCTURAL MECH. EQUIP. A7.12 3 WP MEMBRANE -TIE-IN TO PHASE I ROOF WP MEMBRANE AND EXTEND UP AND OVER FRAME WALL, TURN DOWN WALL AND TIE-IN TO PHASE I WP ON SPA INTERIOR -TIE-IN PER MFR STANDARD DETAILS 2X4 FRAMED WALL, RIP AND NOTCH BASE TO FIT AT EXST PHASE I FRAMED WALL - BRACE WITH PARALLEL WALL AS REQ'D 5"2 3/8" SPA DROP / SUSPENDED CEILING, RE: RCPs R-2 A7.1 5/8" SECUROCK OVER 1/2" PLYWOOD SHEATHING, RE: STRUCT. CUT CURB DOWN TO ACCOMMODATE MECHANICAL ACCESS REMOVABLE ACCESS COVER T.O. SPA/PLANTER 136' - 11 3/4" INTERIOR ROOF FRAMING, RE. STRUCTURAL DROP CEILING OMITTED FOR CLARITY, RE: RCP. TAPERED XPS INSULATION, SLOPE PER ENLARGED ROOF PLAN ENGINEERED LIGHTWEIGHT GROWING MEDIA, TYP. -12" MAX. PER STRUCTURAL FILTER FABRIC ON DRAINAGE MEDIA ON 1" MIN. RIGID INSULATION PROTECTION COURSE WP MEMBRANE ON SECUROCK SUBSTRATE 2x10 PLATFORM FRAMING, RE: STRUCT WP MEMBRANE ON SECUROCK SUBSTRATE ON WD FRAMING AND 1/2" PLYWD SUBSTRATE -EXTEND UP AND OVER PHASE I STEM WALLS, TIE-IN PER MFR STANDARD DETAILS -FRAME BETWEEN PHASE I WALLS SO 2X12 PLATFORM FRAMING IS FULLY SUPPORTED WP MEMBRANE -EXTEND UP AND OVER PLANTER WALL AUTOMATIC SPA COVER WITH TILE-OVER FINISH - COORDINATE DETAILS WITH SPA SHOP DRAWINGS PLYWOOD SHEATHING, RE: STRUCT W-12 A7.2.1 D D.4 1/4":1'-0" SLOPEEXISTING T.O. PARAPET TO REMAIN RE: PLAN T.O. STEEL 133' - 2 1/2" R-3 A7.1 T.O. CLG RE: RCP ROOF FRAMING, RE. STRUCTURAL EXISTING STUCCO, REFINISH AS NECESSARY EXTERIOR INTERIOR NEW PARAPET CAP TO MATCH EXISTING, NEW WATERPROOFING LAP AIR/WATER-RESISTIVE BARRIER OVER FLUID APPLIED WATERPROOFING AND SEAL/TERMINATE TO THRU- WALL FLASHING PER MFR. FLEXIBLE FLASHING, SEAL/TERMINATE TO WATERPROOFING PER MFR. -LAP UP WALL 4" MIN. W-1 A7.2 T.O. PAVERS 134' - 5 3/4" A8.12 2 SIM 4 A6.1 B 1/4":1'-0" SLOPE EXTERIOR T.O. STEEL 133' - 2 1/2" T.O. PAVERS 134' - 5 3/4" R-2 A7.1 R-4 A7.1 R-3 A7.1 ROOF FRAMING, RE. STRUCTURAL GUARD RAIL CERAMIC TILE CURB (FACTORY FORMED) -SUPPORT WITH PEDESTAL SYSTEM RAILING/CURB STEEL, RE. STRUCTURAL -WRAP WP MEMBRANE, FLASHING, AND PROTECTION COURSE UP AND OVER STL -FLASH / SEAL PENETRATIONS PER MFR STANDARD DETAILS INTERIOR EXISTING STUCCO, REFINISH AS NECESSARY PEDESTAL PAVERS WITH INTEGRATED THERMA-HEXX SNOWMELT SYSTEM EXTEND ROOFING MEMBRANE AND PROTECTION COURSE TO T.O. PARAPET NEW PRE-FIN. GALV. SHT. MTL. PARAPET CAP TO MATCH EXISTING WITH INTERMITTENT CLEATS @ 6" O.C. MIN. (EA. SIDE) PREFIN. GALV. SHT MTL EDGE FLASHING AT EXPOSED ROOF WP MEMBRANE -EXTEND FULL PARAPET HEIGHT -COLOR SELECTION BY ARCHITECT FROM MFR'S FULL LINE HIGH TEMP SELF-ADHERED BUTYL FLEXIBLE FLASHING - WRAP T.O. PARAPET AND LAP ROOF WP MEMBRANE 4" MIN. METAL EDGING WITH LANDSCAPE FABRIC W-1 A7.2 T.O. PAVERS 134' - 5 3/4" ENGINEERED LIGHTWEIGHT GROWING MEDIA WITH METAL EDGING 5"GUARD RAIL SUPPORT STRUCTURE, RE: STRUCT - COAT WITH EPOXY PAINT OR SIM. WATER-RESISTIVE COATING STEP LIGHT WHERE OCCURS, CENTER IN TILE BOTH WAYS, RE: LIGHTING DESIGNER PRE-ROCK PRIOR TO APPLYING SFRM, EXTEND TYPE X GWB TO UNDERSIDE OF MTL DECK - FIRE CAULK JOINT 1'-0" MIN.VARIES1 1/4"HIGH TEMP SELF-ADHERED BUTYL FLEXIBLE FLASHING - LAP EXST. STUCCO, DO NOT EXPOSE BELOW COPING 3" V.I.F. 4 5/8" CL4 1/8" 1/4" 3 1/8" rowland+broughton architecture / urban design / interior design 500 w. main st. aspen, co 81611 970.544.9006 1830 blake st. denver, co 80202 303.308.1373 Consultants: Issuances and Revisions: COPYRIGHT 2019 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SCALE: SHEET TITLE: PROJECT NO:File Path:Plot Date:FOR CITY OF ASPEN C:\Users\towen\Documents\Revit Locals\21713_KAGAN_CENTRAL_tim.owen-RB.rvt11/18/2019 8:14:32 AM1 1/2" = 1'-0" A7.12 21713.00 KAGAN REMODEL 520 E HYMAN AVENUE, UNIT 3A AND 3B ASPEN, CO 81611 EXTERIOR DETAILS SCALE:A7.12 1 1/2" = 1'-0" 3 PLANTER WALL AND BENCH DETAIL SCALE:A7.12 1 1/2" = 1'-0" 6 ROOF DETAIL SCALE:A7.12 1 1/2" = 1'-0" 1 RECESSED HOT TUB DETAIL. SCALE:A7.12 1 1/2" = 1'-0" 2 RECESSED HOT TUB DETAIL SCALE:A7.12 1 1/2" = 1'-0" 5 ROOF DETAIL SCALE:A7.12 1 1/2" = 1'-0" 4 ROOF DETAIL PARAPET AT GRAVEL AND TYP. ROOFDECK CURB 16 CO1 2018.05.31 PERMIT SET 2018.07.06 ESTIMATING SET 16 2019.06.10 CHANGE ORDER 1 17 2019.06.11 ASI 022 28 2019.10.25 ASI 033 30 2019.11.18 CLARIFICATIONS 30 30 11/18/2019 11/18/2019 denism 2 4 2 4 2 42 6 2 4 2 6 2 4 ROOF DECK LEVEL 133' -10" T.O. EXISTING CONC L 8 x 22 (12 x 26) DUCT, RE: MECH 4 x 7" ROUND PENETRATIONS THROUGH EXISTING CONCRETE DECK RE: MECH EXISTING GABLE ROOF A8.15 6 WALL WRB, LAP OVER HOT- APPLIED WATERPROOFING TERMINATION AND SEAL WITH SELF-ADHERED FLEXIBLE FLASHING AMERICAN HYDROTECH WATERPROOFING, WRAP UP ADJACENT WALLS AND TERMINATE PER MFR STANDARD DETAILS PENETRATION WATERPROOFING PER MFR STANDARD DETAILS HEAT TRACE AROUND PERIMETER OF SKYLIGHT CURB FRAMING D.4 INTERIOR LEVEL 3 PATIO 125' - 11" T.O. FINISH T.O. PLANTER 126' - 11" A.F.F. INTERIOR R-1 A7.1 EXTERIOR A7.13 5 R-4 A7.1 ENGINEERED LIGHTWEIGHT GROWING MEDIA, 10", RE: LANDSCAPE (E) ROOF FRAMING, RE. STRUCTURAL CUSTOM METAL PLANTER WALL SHROUD. FINISH TO BE 'ORE DESIGNS OXIDIZED ZINC PATINA LIVING FINISH' OR APPROVED EQ. PROVIDE SAMPLES TO ARCHITECT / INTERIOR DESIGNER / LANDSCAPE FOR APPROVAL.1'-4" V.I.F.A6.33 8 CORNER REINFORCEMENT PER MFR STANDARD DETAILS WATERPROOFING MEMBRANE, AMERICAN HYDROTECH MM6125-FR. COVER WITH HYDROTECH HYDROFLEX 10 SEPARATION SHEET OR OTHER APPROVED PROTECTION. PRE-FINISHED METAL FLASHING W/ DRIP-EDGE 1/2" PLYWOOD, BOTH SIDES, TYP. A6.33 9 4'-5 1/8"RE: PLANS W-1 A7.2 W-4 A7.2INTERIOR EXTERIOR J-MOLD CORNER TRIM TO MATCH SIDING 3/4" VERT. BATTEN (E) FRAMING TO REMAIN ALUMINUM L-ANGLE HORZ. RESYSTA SIDING INTERIOR EXTERIOR EXTEND WP MEMBRANE TO TOP OF WALL BACKER ROD & SEALANT WINDOW PER SCHEDULE PRE-FINISHED METAL FLASHING W/ DRIP EDGE SHIM AS REQ'D SELF-ADHERED FLEXIBLE FLASHING, EXTEND UP JAMB FRAMING 6" MIN. COMPLETELY COVER TERMINATION BAR AND BELOW 4" MIN. TERMINATION BAR AND FASTENER PER MFR STANDARD DETAILS PLANTER, RE: LANDSCAPE PLAN 1" FROM F.O. FRAMING PLATE STEEL TRIM FRAME, THICKNESS PER CONTRACTOR, PTD. BLACK, GRIND ALL WELDS SMOOTH FINISH SILL, RE: INTERIORS PRE-FINISHED SHEET METAL FLASHING, COMPLETELY COVER GAP BETWEEN DRIP EDGE AND PLANTER TRIM METAL EDGE TRIM FILTER FABRIC STEEL BALUSTER BEYOND (GRAY) EXISTING PARAPET WALL AND ROOF 6" HORIZONTAL COMPOSITE SIDING ON 3/4" VERTICAL FURRING STRIPS WEATHER RESISTIVE BARRIER TO TOP OF WALL AMERICAN HYDROTECH MM6125 - FR, COVER WITH HYDROTECH HYDROFLEX 10 SEPARATION SHEET OR APPROVED PROTECTION, RUN OVER TOP OF WALL. CORNER REINFORCEMENT PER MFR STANDARD DETAILS SELF-ADHERED FLEXIBLE FLASHING, COMPLETELY WRAP TOP OF WALL AND OVER WRB PRE-FINISHED METAL FLASHING CAP -ELEVATION TO MATCH ADJACENT MTL PARAPET CAPS CERAMIC TILE -ELEVATION TO BE FLUSH WITH ROOF DECK TILE CURB R-2 A7.1 T.O. EXISTING PARAPET, V.I.F. SLOPE 1/8"/1' PAVER PEDESTAL, ADHERE TO CAP FLASHING WITH MASTIC 3"B LEVEL 3 PATIO 125' -11" T.O. FINISH TOP OF PARAPET (E) 131' - 11" R-1 A7.1 R-4 A7.1 PRE-FINISHED METAL FLASHING DRIP-EDGE ENGINEERED LIGHTWEIGHT GROWING MEDIA, 6" MIN., RE. LANDSCAPE W-12 A7.2.1SIM (E) ROOF FRAMING, RE. STRUCTURAL 6" HORIZONTAL COMPOSITE SIDING ON 3/4" VERTICAL FURRING STRIPS BLOCKING @ 24" O.C. FILL VOID OF WEB WITH SPRAY-FOAM INSULATION CUSTOM METAL PLANTER WALL SHROUD. FINISH TO BE 'ORE DESIGNS OXIDIZED ZINC PATINA LIVING FINISH' OR APPROVED EQ. PROVIDE SAMPLES TO ARCHITECT / INTERIOR DESIGNER / LANDSCAPE FOR APPROVAL. 3'-5" 3 1/4"2'-11 1/8" SLOPE TO DRAIN CONNECTION DETAIL, RE: STRUCT. PRE-FINISHED SHEET METAL FLASHING DRIP-EDGE TOP OF WALL (N) 36" A.F.F. WATERPROOFING MEMBRANE, AMERICAN HYDROTECH MM6125-FR. COVER WITH HYDROTECH HYDROFLEX 10 SEPARATION SHEET OR OTHER APPROVED PROTECTION. 1/2" PLYWOOD, BOTH SIDES, TYP. PRE-FINISHED SHEET METAL TOP CAP GLU-LAM BEAM, RE: STRUCT. DFL NO.2 2x4 6 S6.2 (9) 16d NAILS A34 CLIP AT EA JOIST W/ (8) #9x1 1/2" SD SCREWS DFL NO.2 2X6 TIE JOIST @ 24" O.C.1'-6 3/8" V.I.F.A6.33 8 FILL WALL CAVITY W/ SPRAY FOAM INSULATION, TYP. 5/8"SIM(GRAY) EXISTING PARAPET WALL AND ROOF 6" HORIZONTAL COMPOSITE SIDING ON 3/4" VERTICAL FURRING STRIPS WEATHER RESISTIVE BARRIER TO TOP OF WALL AMERICAN HYDROTECH MM6125 - FR, COVER WITH HYDROTECH HYDROFLEX 10 SEPARATION SHEET OR APPROVED PROTECTION, RUN OVER TOP OF WALL. CORNER REINFORCEMENT PER MFR STANDARD DETAILS SELF-ADHERED FLEXIBLE FLASHING, COMPLETELY WRAP TOP OF WALL AND OVER WRB R-4 A7.1 SLOPE 1/8"/1'3"CERAMIC TILE CURB BEYOND PRE-FINISHED METAL FLASHING CAP -ELEVATION TO MATCH ADJACENT MTL PARAPET CAPS T.O. EXISTING PARAPET, V.I.F. rowland+broughton architecture / urban design / interior design 500 w. main st. aspen, co 81611 970.544.9006 1830 blake st. denver, co 80202 303.308.1373 Consultants: Issuances and Revisions: COPYRIGHT 2019 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SCALE: SHEET TITLE: PROJECT NO:File Path:Plot Date:FOR CITY OF ASPEN C:\Users\towen\Documents\Revit Locals\21713_KAGAN_CENTRAL_tim.owen-RB.rvt11/18/2019 8:14:36 AMAs indicated A7.13 21713.00 KAGAN REMODEL 520 E HYMAN AVENUE, UNIT 3A AND 3B ASPEN, CO 81611 EXTERIOR DETAILS SCALE:A7.13 1 1/2" = 1'-0" 3 LIVING ROOM - DUCT TRANSITION AT WINDOW HEADSCALE:A7.13 1 1/2" = 1'-0" 2 LEVEL 3 PATIO BUILT IN PLANTER @ KITCHEN WINDOW WALL SCALE:A7.13 3" = 1'-0" 4 PLAN DETAIL - RESYSTA TO STUCCO TRANSITION SCALE:A7.13 3" = 1'-0" 5 WINDOW SILL AT PATIO PLANTER SCALE:A7.13 3" = 1'-0" 6 TILE WALL CAP AT EXTERIOR STAIR SCALE:A7.13 1 1/2" = 1'-0" 1 LEVEL 3 PATIO BUILT IN PLANTER @ NORTHERN WALL SCALE:A7.13 3" = 1'-0" 7 METAL FLASHING CAP AT EXTERIOR STAIR WALL 2018.05.31 PERMIT SET 2018.07.06 ESTIMATING SET 2018.11.09 90% CD GMP SET 28 2019.10.25 ASI 033 30 2019.11.18 CLARIFICATIONS 30 11/18/2019 11/18/2019 denism 3 1/4":1'-0" SLOPE EXTERIOR INTERIOR (1'-10" INTERIOR CLEAR) 2'-0" STRUCTURAL BEAM AND BLOCKING, RE. STRUCTURAL ENGINEERED LIGHTWEIGHT GROWING MEDIA, 6" MIN., RE: LANDSCAPE PLANS MIN.8"MILLWORK BY OTHERS MECHANICAL GRILLE, RE. INTERIOR ELEV AND MEP PLANS BEAM CLADDING, RE. INTERIOR FINISH SCHEDULEB.O. BEAM 9'-0" A.F.F. 10 1/2" TALL PLANTER 136' -11 3/4" T.O. WALL A7.14 2 3 A6.31 1/2" 3" SKYLIG HT SHAFT RE: PLAN S 1'-4 3/4" 3" 1/2" A7.17 1 5/8" SECUROCK FIRECODE X TYP. MONOLITHIC WATERPROOFING SYSTEM SLOPED TO DRAIN RE: PLANS, RUN UP CURB/WALL FULL HEIGHT TAPERED RIGID INSULATION, SLOPE TO DRAIN TYP. CURB FLASHING CURB MOUNTED SKYLIGHT (INSTALL PER MFGR); SET IN CONT. BED OF SEALANT (TYP) SLOPE RE: PLANS CONT. METAL ROOF/CURB FLASHING, SET TERMINATION @ ROOF IN CONT. BED OF SEALANT HIGH TEMP BUTYL SELF-ADHERED FLEXIBLE COUNTERFLASHING, LAP MONOLITHIC MEMBRANE TYP. METAL ROOF ASSEMBLY & ROOF / WALL TRANSITION PER MFGR. A7.14 5 SIM. METAL EDGING, RE. LANDSCAPE (TYP) DO NOT FASTEN METAL EDGING THRU' WATERPROOFING (TYP) MONOLITHIC WATERPROOFING SYSTEM, CONTINUOUS (TYP) PROVIDE CONTINUOUS TYPICAL EXTERIOR THERMAL ENVELOPE, 5" (R-30 MIN. ci) TYPICAL CLOSED-CELL POLYURETHANE SPRAY FOAM INSULATION WHERE REQ'D, FILL ALL GAPS AND SEAL AIR TIGHT(TYP) 1/4":1'-0" SLOPE 5/8" TYPE 'X' GWB W/ GLOSS FINISH @ SKYLIGHT INTERIOR, ALL JOINTS FINSHED R-4 A7.1 R-6 A7.1 W-12 A7.2.1 3 TALL PLANTER 136' -11 3/4" T.O. WALL METAL ROOFING PRE-FIN. GALV. SHT MTL VALLEY FLASHING HIGH TEMP BUTYL SELF-ADHERED FLEXIBLE FLASHING BASE COURSE HIGH TEMP BUTYL SELF-ADHERED FLEXIBLE FLASHING -LAP BASE COURSE AND TURN UP WALL 4" MIN. EA. PRE-FIN. GALV. SHT MTL TRANSITION FLASHING METAL FLAT-LOCK WALL CLADDING WITH INTERMITTENT CLEAT @ 6" O.C. MIN. PRE-FIN. GALV. SHT MTL CRICKET, TYP. AT EA. SKYLIGHT -SLOPE TO DRAIN EA. WAY FROM SKYLIGHT CENTERLINE -FORM SO CRICKET DOES NOT DEFORM UNDER SNOW LOAD WD PARAPET CAP W/ UV-RESISTANT FINISH PER APPROVED MOCK-UP, SET OVER: PRE-FINISHED METAL CAP FLASHING OVER: HIGH TEMP BUTYL SELF-ADHERED FLEXIBLE PARAPET CAP FLASHING WALL WRB CON'T ALONG WALL SKYLIGHT -MOUNT AND FLASH PER MFR. STANDARD DETAILS, SET FRAME IN CONT. BED OF SEALANT HIGH TEMP BUTYL SELF-ADHERED FLEXIBLE FLASHING -LAP OVER MTL FLASHING GWB 'J' BEAD CLOSURE 24242x P.T. WOOD CURB FRAMING 5/8" SECUROCK FIRECODE X METAL TERMINATION EDGING @ GREEN ROOF RE: LANDSCAPE; DO NOT FASTEN THRU' WATERPROOFING ASSEMBLY (TYP) TYP. MONOLITHIC WATERPROOFING SYSTEM SLOPED TO DRAIN RE: PLANS, WRAP UP SKYLIGHT CURB FRAMING FULL HEIGHT ALL SIDES ROOF FRAMING, RE. STRUCTURAL T.O. STEEL RE: PLANS R-4 A7.1 T.O. CLG RE: RCP RE. RCP ± 8" EXTERIOR INTERIOR 5/8" TYPE 'X' GWB W/ GLOSS FINISH @ SKYLIGHT INTERIOR, ALL JOINTS FINSHED TAPERED RIGID INSULATION, SLOPE TO DRAIN TYP. SPRAY APPLIED FIREPROOFING 4"A7.14 5 TYP. METAL CLADDING, WRAP CURB FULL HEIGHT, COLOR RE: ARCHITECT, LAP & SEAL ALL JOINTS TYP. GREEN ROOF SYSTEM FILTER TYP. CURB FLASHING CURB MOUNTED SKYLIGHT (INSTALL PER MFGR); SET IN CONT. BED OF SEALANT (TYP) TYP. GREEN ROOF ASSEMBLY NEW MTL FURRING, HOLD TIGHT TO SPRAY APPLIED FIRE PROOFING AS REQ'D SLOPE SLOPE 2X P.T. WOOD FRAMING, PROVIDE TYP. CLOSED- CELL POLYURETHANE SPRAY FOAM INSULATION, FILL ALL GAPS AND SEAL AIR TIGHT 2 6 MIN. 1/2". T.O. CURB RE: PLANS 2 6 2 6 2 6 2 6 2 6 2 6 2 6 MIN. 1/2". SKYLIGHT SHAFT RE: PLANS 1'- 9" X 2'- 3"2 62 62 62 65".R-3 A7.1 5/8" SECUROCK FIRECODE X TYP. MONOLITHIC WATERPROOFING SYSTEM SLOPED TO DRAIN RE: PLANS, WRAP UP SKYLIGHT CURB FRAMING FULL HEIGHT ALL SIDES ROOF FRAMING, RE. STRUCTURAL T.O. STEEL RE: PLANS T.O. CLG RE: RCP TAPERED RIGID INSULATION, SLOPE TO DRAIN TYP. SPRAY APPLIED FIREPROOFING A7.14 5 TYP. CURB FLASHING CURB MOUNTED SKYLIGHT (INSTALL PER MFGR); SET IN CONT. BED OF SEALANT (TYP) 2 6 2 6 2 6 2 6 EXTERIOR 2 6 2 6 T.O. CURB RE: PLANS 2X P.T. WOOD FRAMING, PROVIDE TYP. CLOSED- CELL POLYURETHANE SPRAY FOAM INSULATION, FILL ALL GAPS AND SEAL AIR TIGHT INTERIOR SLOPE RE: PLANS CONT. METAL ROOF/CURB FLASHING, RUN UP CURB FULL HEIGHT, SET BASE TERMINATION IN CONT. BED OF SEALANT MIN. 1/2".SKYLIGHT SHAFT RE: PLANS 2'- 6" x 2'- 6" MIN. 1/2". 2 6 2 6 SLOPE RE: PLANS2 62 62 62 68" MIN.WATERPROOF ROOFING MEMBRANE, WRAP CURB GWB 'J' BEAD CLOSURE EXTERIOR T.O. CURB RE: PLANS HIGH TEMP BUTYL SELF-ADHERED FLEXIBLE FLASHING, WRAP CURB FRAMING, LAP WATERPROOF ROOFING MEBRANE SKYLIGHT FRAME, SET IN CONT. SEALANT BED PRE-FIN. GALV. SHT MTL CURB CAP FLASHING, COLOR TO MATCH SKYLIGHT FRAME PROTECTION BOARD PRE-FIN. GALV. SHT MTL CURB CLADDING, COLOR RE: ARCHITECT INTERIOR MTL. FLASHING DRIP EDGE W/ CONT. CLEAT, COLOR RE: ARCHITECT rowland+broughton architecture / urban design / interior design 500 w. main st. aspen, co 81611 970.544.9006 1830 blake st. denver, co 80202 303.308.1373 Consultants: Issuances and Revisions: COPYRIGHT 2019 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SCALE: SHEET TITLE: PROJECT NO:File Path:Plot Date:FOR CITY OF ASPEN C:\Users\towen\Documents\Revit Locals\21713_KAGAN_CENTRAL_tim.owen-RB.rvt11/18/2019 8:14:39 AMAs indicated A7.14 21713.00 KAGAN REMODEL 520 E HYMAN AVENUE, UNIT 3A AND 3B ASPEN, CO 81611 EXTERIOR DETAILS @ SKYLIGHTS SCALE:A7.14 1 1/2" = 1'-0" 1 SLOPED SKYLIGHT AT PLANTER SCALE:A7.14 3" = 1'-0" 2 SECTION DETAIL - PLANTER PARAPET TO SLOPED SKYLIGHT TRANSITION SCALE:A7.14 1 1/2" = 1'-0" 3 DETAIL THROUGH SKYLIGHT 407 SCALE:A7.14 1 1/2" = 1'-0" 4 DETAIL THROUGH SKYLIGHT 410 SCALE:A7.14 3" = 1'-0" 5 TYP. CURB FLASHING @ SKYLIGHT 16 CO1 6 2019.04.05 ASI 010 13 2019.05.03 ASI 019 16 2019.06.10 CHANGE ORDER 1 28 2019.10.25 ASI 033 30 2019.11.18 CLARIFICATIONS 30 30 11/18/2019 11/18/2019 denism