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HomeMy WebLinkAboutB07-0011 Plans pages 51-101O 0 Ln N MTL. 5TANDIN6 SEAM ROOF W/ END CONDITION GLIP, GLo5uRE AND FLA5HIN(5 PER K N LFAGTURER 5HT MTL. GAP FLA5016 OVER 5ELF ADHERED MEMBRANE BENT PLATE, RE 5TRUGT. CPANEL5 �-•� IN6 (EPDM -I ED) NDE R 5A.M. OPI N6 FL5H'6 5 OVER MTL ' NEL5 ( � SPRAY FIREPROOFING ON 5TEEL FR:AMIN6 AND ROOF DEGK.- IHR. Porte Cochere Roof Dtl Scale 3' = TO EXISTING PARAPET. IMPAIR STUCCO AS REQUIRED. LAP EXISTING MEMBRANE OVER NEW FLASHING. REPAIR AS NEEDED. FLASHING TO EXTEND 4' VERT. WEEP SCREED ,.; FLASHING AND COUNTER FLASHING PER ROOFING AND STUCCO MFR DETAILS. LAP DOUBLE LAYER OF BUILONG WRAP OVER NEW { - FL,ASHNG. MTL. STANDNG SEAM ROOF W/ END CONDITION CLIP, CLOSURE AND FLASHING PER MANUFACTURER STANDING SEAM METAL ROOF ON HIGH TEMP. SELF ADHERING MEMBRANE ON DENS DECK ON RIGID \ INSULATION ON METAL DECK Scale: 3' =1W Guardrail at Roof FIRE TREATED WD BLOCKING 1 Scale 3' = T-0' PANEL CLIP W/ FASTENERS PER MANUFACTURER /2' DENS DECK SEALANT TO CL END OF PANEL CUT AND FIELD BEND PANEL EAVE FLASHING TYP GUTTER AND DOW45MT TO DECK 'J' FLAS14NG USE 'T CLIPS TO HOLD STUDS BACK FROM STRUCTURE BY THE THICKNESS OF THE FIREPROOFNG (2) LAYERS BUILONG WRAP - GYP BD SHEATHING STANDING SEAM WALL ---_ _ PANEL. SYSTEM DRIP FLASHING 17 Soffit/Fascia Dtl Scale: STL CHANNEL UNIT - STEEL 'J' STUD TOP TRACK LONG LEG OF 'J' STUD STEEL FLOOR RUNNERS TO ~� 10 HOLD BACK ALL GYPSUM BOARD FROM STRUCTURE AND KEEP TIGHT TO FIREPROOFING, TYPICAL. Scab „!P' = TO SHAFT Z -CLIPS -20 GA *24' O.C. MIN. SIZED TO MATCH THE DEPTH OF THE FIREPROOFING UNIT STEEL 'J' STUD TOP TRACK LONG LEG OF 'J' STUD STEEL FLOOR RUNNERS TO BE ON STAIR SIDE OF O WALL O SEALANT �- SPRAY FIREPROOFING RE STRUCTURE R �- SPRAY FIREPROOFING IRE STRUCTURE HOLD BACK ALL GYPSUM STUD CUT SHORT 1/2 BOARD FROM STRUCTURE FOR SLIP AT UPPER AND KEEP TIGHT TO TRACK FIREPROOFING, TYPICAL. Shaft Wall / Floor Intersection UNIT F1 ELEVATOR O O SEALANT Slip Joint Dtl TALL RLNM FOR U1' D9L=I0N FASTIDD TO TRH STRUCIM WIT'F{ Z -c�rR� MATCH NEW MATCH EX SKYL�1 -IT W MKa STANDARD CO1At - -�'- -- FIRE TREATED 2X BLOCKING :r PAN FLASHING W HEMMED EDGE NEW STUCCO ON 2 LAYERS OF BLDG WRAP (WRB) ON 5/8' EXT. GYP SHEATHING. RETURN G.B. TO SKYLIGHT OVER FIRE! PLYWD. CORNER BEAD TYPICAL AT ALL OUTSIDE CORNERS. MTL STUD FRAMING TO ALIGN WITH FURRED WALL BELOW - VAPOR BARRIER UNDER G.B. - R21 BATT Wall Detail at Skylight NSUL LOPE 3/4' FIRE TREATED PLYWOOD SLOPE ' GYPCRETE TOPPING W/ IN -FLOOR - - Nd �� 1. •1 • IN -' MTL. CAP COPING W/ SELF TEAT TUBING T S RE: STRUCT Fm {� - - ADHERING MEMBRANE UNDER 1/4' PLYWOOD 51,15FLOOR �- :- • • }�� �r t t 4 MTL FASTENER - ''� ► " ter"` �� I WRB (WEATHER RESISTANT 50LATED FLOOR BARRIER) 2 LAYER BLDG WRAP, TYR )BL STUD WALL W 5/8'G.5. EA SIDE i 11/2' CONC. SLAB ON MTL. DECKING 5/8' GYP. SHEATHING i TEEL ANGLE RE: STR 2 1/2' MTL. 5TU05 AT 16' O.C. CC VA- 6' MTL. STUDS le 16' O iTEEL STRUCTURE W/ SPRAY IREPROOFING - 2 HR RATING - ------ _ !. 1' S TUCC O SYSTEM - USE MFG . - A 0 RECOMMEND DTLS AT iLIF JOINT DTL FOR 1/2' Q TERMINATION W/ WEEP SCREED `,LLOWABLE SLIP MIN. Slip Joint Dtl TALL RLNM FOR U1' D9L=I0N FASTIDD TO TRH STRUCIM WIT'F{ Z -c�rR� MATCH NEW MATCH EX SKYL�1 -IT W MKa STANDARD CO1At - -�'- -- FIRE TREATED 2X BLOCKING :r PAN FLASHING W HEMMED EDGE NEW STUCCO ON 2 LAYERS OF BLDG WRAP (WRB) ON 5/8' EXT. GYP SHEATHING. RETURN G.B. TO SKYLIGHT OVER FIRE! PLYWD. CORNER BEAD TYPICAL AT ALL OUTSIDE CORNERS. MTL STUD FRAMING TO ALIGN WITH FURRED WALL BELOW - VAPOR BARRIER UNDER G.B. - R21 BATT Wall Detail at Skylight NSUL • w. ��Rti /�1•��!����RI ` a c - - a 10 D Drain Dtl FULLY ADHERED CLASS A EPOM ROOF ON DENSGLASS ON RIGID INSULATION. METAL PAN -Sax 114 RNG 1 ROOF DRAIN TO STORM OVERFLOW ORAN SYSTEM IRE: DRAIN PLUMBING Roof Drain Details Scale N.T.S. D ETAI L (11 7777 ,'-0' 11 �... w LOPE 3/4' FIRE TREATED PLYWOOD SLOPE ' GYPCRETE TOPPING W/ IN -FLOOR �� 1. •1 • IN -' MTL. CAP COPING W/ SELF TEAT TUBING T S RE: STRUCT Fm {� - - ADHERING MEMBRANE UNDER 1/4' PLYWOOD 51,15FLOOR �- :- • • }�� �r t t MTL FASTENER - ''� ► " ter"` �� I WRB (WEATHER RESISTANT 50LATED FLOOR BARRIER) 2 LAYER BLDG WRAP, TYR )BL STUD WALL W 5/8'G.5. EA SIDE 11/2' CONC. SLAB ON MTL. DECKING 5/8' GYP. SHEATHING i TEEL ANGLE RE: STR 2 1/2' MTL. 5TU05 AT 16' O.C. CC VA- 6' MTL. STUDS le 16' O iTEEL STRUCTURE W/ SPRAY IREPROOFING - 2 HR RATING - ------ _ !. 1' S TUCC O SYSTEM - USE MFG . - A 0 RECOMMEND DTLS AT iLIF JOINT DTL FOR 1/2' Q TERMINATION W/ WEEP SCREED `,LLOWABLE SLIP MIN. V1' RICsID W AT MW AND BACKER ! -CLIP SPACE FOR FIREPROOFING { ROD Ali? *&A NT DFM VER(' ACE COVEFED U/ R ASHJs 1/2' FIBERGLASS BATT INSULATION — , a- ° — DECK SIDE � —.— : • �1 � Al • w. ��Rti /�1•��!����RI ` a c - - a 10 D Drain Dtl FULLY ADHERED CLASS A EPOM ROOF ON DENSGLASS ON RIGID INSULATION. METAL PAN -Sax 114 RNG 1 ROOF DRAIN TO STORM OVERFLOW ORAN SYSTEM IRE: DRAIN PLUMBING Roof Drain Details Scale N.T.S. D ETAI L (11 7777 ,'-0' 11 �... w 3/4' FIRE TREATED PLYWOOD MTL. CAP COPING - SELF - ADHERING MEn3R* 5RDXsW OVER WALL TOP T BELOW COF NG 518' GYP. SHEATHING ,- 2 1/2' MTL. STUDS AT I6' O.C. --6' MTL. STUDS is 16' O.C. - I' STUCCO SYSTEM W/ WIE t2 LA OF BLDG PARER OVER FLSH'G AND WEEP SCFM -WOOD NAILER ,BACKER ROD /SEALANT �- DECK SIDE 1/4'/Ft --•. TOPPING SLAB W SNOWMELT - I''T1BRANE � DYER FR'i<s RlNpER FLSITYs WITH FIMCTM DRAINAGE BD CONC ON MTL DECKING RE: STR FIREPROOF 2HR FULLY ADHERED CLASS A EPDM ROOF ON 1/2' DENSGLASS ON TAPPERED RIGID INSULATION (AVERAGE R OF 24) ON 11R' MTL DECK ON STL FRAMING. SPRAY FIREPROOFING FOR I HR HOLD G.5 TIGHT TO FIREPROOFING W/ NO GAPS, R -30 BATT INSULATION STICK - PINNED TO DECK STRUCTURE W/ SPRAY FIREPROOFING - 1 HOUR RATING Z -CLIP SPACE FOR FIREPROOFING. COORD SIZE W/ FIREPROOFING THK TALL RIMER FOR 1/2' DEFLECTION - DTL TOP OF WALL PER MFG. GYP BD ON MTL SUSPENSION W/ VAPOR BARRIERABOVE G.B. © - -- MEMBRANI= W PRO - © TECTION/DRAINAGE BD CONC ON MTL DECKING RE: STR FIREPROOF 1 HR - Guardrail Detail at Balcony STICKPIN R - 30 BATT 4 Scale, , ,rt = ro INSULATION _-'`— RETURN G.B. TO SKYLIGHT OVER FA 1, FIRETREATED PLYWD. COINER BEAD TYPICAL AT ALL OUTSIDE CORNERS. SKYLIGHT PER MFG CONN DTLS CAULK { FIRE TREATED BLOCKING ROOFING MEMBRANE UP AND OVER CURB UNDER SKYLIGHT. H - ROOF TO WALL TRANSITION PER WG DTL. FULLY ADHERED EPDM ROOF ON OI L T.O. Roof deck DENSGLASS ON RIGID INSULATION. 152' -2" �- MTL STUD W/ SHEATHING AND R -21 BATT INSULATION - VAPOR BARRIER CONT. TO CEILING VAPOR BARRIER STRUCTURE W/ SPRAY FIREPROOFING - 1 HOUR RATING Z- BRACKET SPACED FOR FIREPROOFING BATT INSULATION STICK - PINNED TO DECK g/' GYP BD ON MTL SUSPENSION W/ VAPOR BARRIER CONT UP VERT WALL BEHIND G.B. DETAIL (9) C.AUI -N - SKYLIGHT PER MFG CONN DTLS ® ROOFING MEMBRANE UP AND UNDER SKYLIGHT RETURN G.B. TO SKYLIGHT OVER FIRETREATED PLYWO. COMER BEAD TYPICAL AT ALL OUTSIDE COR NER5. ROOF TO WALL TRANSITION PER MFG DTL. 6' MTL STUD FRAMING W/5/8' TYPE 'X' G. B. ON INTERIOR - - 5/8' GYP SHEATHING AT - -- EXTERIOR W/ R 21 BATT INSULATION FULLY ADHERED ROOF ON DENS DECK SHEATHING ON TAPPERED RIGID INSULATION SLOPED TO ROOF DRAINS AT 1/4' PER FOOT. 11/2' MTL DECK PER STR. ON STL FRAMING - DECK AND STEEL SPRY FIREPROOFED -- - - FOR I HR RATING AT ROOF. HAT CHANNEL FURRING G. B. ON MTL SUSPENSION SYSTEM ut IAIL (I Z ) (CO Zj IAlK DETAIL (8) FULLY ADHERED CLASS A EPDM ROOF ON DENSGLASS ON RIGID INSULATION. FLASHING CONNECTION PER ROOFING MFG SEALANT BEAD ALONG EDGE OF CLOSURE AND OVERTOP OF PANEL SEAMS Z CLOSURE CUT TO FIT BTWN PANEL SEAMS, SET ON TAPE SEALANT PER MFG REC DETAILS. T.O. Roof deck MTL STUD W/ SHEATHING MTL STANDING SEAM ROOFING W/ END CONDITION CLIP, CLOSURE AND FLASHING PER MFG BATT INSULATION STICK - PINNED TO DECKING. R -30, VAPOR BARRIER ABOVE G.B. CEILING BELOW. 1/2' DENS DECK ON MTL DECKING W1 HIGH TEMP SELF ADHERING ROOF UNDERLAYMENT BTWN DENS DECK AND MTL ROOFING. MTL DECKING ON STR STEEL W/ I HR SPRAY FIREPROOFING AT ROOF. 1 /4' PER FT, M IN DETAIL (7) Ilk i 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com 0 W U z Lu UJ >_ Quo _oo W ui QO ZO WNW Q3a V o> T r^ M Q U i .. LOPE 3/4' FIRE TREATED PLYWOOD SLOPE ' GYPCRETE TOPPING W/ IN -FLOOR -' MTL. CAP COPING W/ SELF TEAT TUBING T S RE: STRUCT - - ADHERING MEMBRANE UNDER 1/4' PLYWOOD 51,15FLOOR MTL FASTENER ' 'RIM.' FIBERRULA55 FUCK RAISED I WRB (WEATHER RESISTANT 50LATED FLOOR BARRIER) 2 LAYER BLDG WRAP, TYR )BL STUD WALL W 5/8'G.5. EA SIDE 11/2' CONC. SLAB ON MTL. DECKING 5/8' GYP. SHEATHING i TEEL ANGLE RE: STR 2 1/2' MTL. 5TU05 AT 16' O.C. CC VA- 6' MTL. STUDS le 16' O iTEEL STRUCTURE W/ SPRAY IREPROOFING - 2 HR RATING - ------ _ !. 1' S TUCC O SYSTEM - USE MFG RECOMMEND DTLS AT iLIF JOINT DTL FOR 1/2' TERMINATION W/ WEEP SCREED `,LLOWABLE SLIP MIN. V1' RICsID W AT MW AND BACKER ! -CLIP SPACE FOR FIREPROOFING { ROD Ali? *&A NT DFM VER(' ACE COVEFED U/ R ASHJs 1/2' FIBERGLASS BATT INSULATION N — ° — DECK SIDE TOPPING SLAB W 2 21 FI5ER3LAS5 BATT INSULATION -I SNOU'IELT EXTERIOR sl'P. BD. CEILING ON SUSPENDED SIDE two a RaEGUPOL SOUND MAT iTEEL FRAME W/ VAPOR BARRIER 3/4' FIRE TREATED PLYWOOD MTL. CAP COPING - SELF - ADHERING MEn3R* 5RDXsW OVER WALL TOP T BELOW COF NG 518' GYP. SHEATHING ,- 2 1/2' MTL. STUDS AT I6' O.C. --6' MTL. STUDS is 16' O.C. - I' STUCCO SYSTEM W/ WIE t2 LA OF BLDG PARER OVER FLSH'G AND WEEP SCFM -WOOD NAILER ,BACKER ROD /SEALANT �- DECK SIDE 1/4'/Ft --•. TOPPING SLAB W SNOWMELT - I''T1BRANE � DYER FR'i<s RlNpER FLSITYs WITH FIMCTM DRAINAGE BD CONC ON MTL DECKING RE: STR FIREPROOF 2HR FULLY ADHERED CLASS A EPDM ROOF ON 1/2' DENSGLASS ON TAPPERED RIGID INSULATION (AVERAGE R OF 24) ON 11R' MTL DECK ON STL FRAMING. SPRAY FIREPROOFING FOR I HR HOLD G.5 TIGHT TO FIREPROOFING W/ NO GAPS, R -30 BATT INSULATION STICK - PINNED TO DECK STRUCTURE W/ SPRAY FIREPROOFING - 1 HOUR RATING Z -CLIP SPACE FOR FIREPROOFING. COORD SIZE W/ FIREPROOFING THK TALL RIMER FOR 1/2' DEFLECTION - DTL TOP OF WALL PER MFG. GYP BD ON MTL SUSPENSION W/ VAPOR BARRIERABOVE G.B. © - -- MEMBRANI= W PRO - © TECTION/DRAINAGE BD CONC ON MTL DECKING RE: STR FIREPROOF 1 HR - Guardrail Detail at Balcony STICKPIN R - 30 BATT 4 Scale, , ,rt = ro INSULATION _-'`— RETURN G.B. TO SKYLIGHT OVER FA 1, FIRETREATED PLYWD. COINER BEAD TYPICAL AT ALL OUTSIDE CORNERS. SKYLIGHT PER MFG CONN DTLS CAULK { FIRE TREATED BLOCKING ROOFING MEMBRANE UP AND OVER CURB UNDER SKYLIGHT. H - ROOF TO WALL TRANSITION PER WG DTL. FULLY ADHERED EPDM ROOF ON OI L T.O. Roof deck DENSGLASS ON RIGID INSULATION. 152' -2" �- MTL STUD W/ SHEATHING AND R -21 BATT INSULATION - VAPOR BARRIER CONT. TO CEILING VAPOR BARRIER STRUCTURE W/ SPRAY FIREPROOFING - 1 HOUR RATING Z- BRACKET SPACED FOR FIREPROOFING BATT INSULATION STICK - PINNED TO DECK g/' GYP BD ON MTL SUSPENSION W/ VAPOR BARRIER CONT UP VERT WALL BEHIND G.B. DETAIL (9) C.AUI -N - SKYLIGHT PER MFG CONN DTLS ® ROOFING MEMBRANE UP AND UNDER SKYLIGHT RETURN G.B. TO SKYLIGHT OVER FIRETREATED PLYWO. COMER BEAD TYPICAL AT ALL OUTSIDE COR NER5. ROOF TO WALL TRANSITION PER MFG DTL. 6' MTL STUD FRAMING W/5/8' TYPE 'X' G. B. ON INTERIOR - - 5/8' GYP SHEATHING AT - -- EXTERIOR W/ R 21 BATT INSULATION FULLY ADHERED ROOF ON DENS DECK SHEATHING ON TAPPERED RIGID INSULATION SLOPED TO ROOF DRAINS AT 1/4' PER FOOT. 11/2' MTL DECK PER STR. ON STL FRAMING - DECK AND STEEL SPRY FIREPROOFED -- - - FOR I HR RATING AT ROOF. HAT CHANNEL FURRING G. B. ON MTL SUSPENSION SYSTEM ut IAIL (I Z ) (CO Zj IAlK DETAIL (8) FULLY ADHERED CLASS A EPDM ROOF ON DENSGLASS ON RIGID INSULATION. FLASHING CONNECTION PER ROOFING MFG SEALANT BEAD ALONG EDGE OF CLOSURE AND OVERTOP OF PANEL SEAMS Z CLOSURE CUT TO FIT BTWN PANEL SEAMS, SET ON TAPE SEALANT PER MFG REC DETAILS. T.O. Roof deck MTL STUD W/ SHEATHING MTL STANDING SEAM ROOFING W/ END CONDITION CLIP, CLOSURE AND FLASHING PER MFG BATT INSULATION STICK - PINNED TO DECKING. R -30, VAPOR BARRIER ABOVE G.B. CEILING BELOW. 1/2' DENS DECK ON MTL DECKING W1 HIGH TEMP SELF ADHERING ROOF UNDERLAYMENT BTWN DENS DECK AND MTL ROOFING. MTL DECKING ON STR STEEL W/ I HR SPRAY FIREPROOFING AT ROOF. 1 /4' PER FT, M IN DETAIL (7) Ilk i 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com 0 W U z Lu UJ >_ Quo _oo W ui QO ZO WNW Q3a V o> T r^ M Q U i .. R 0 v 0 1" 0 N �D h 0 a v 0 L V Q FILL HEADER WITH INSULATION HEADERS PER STRUCT. 15 Typical Window Head @ Tile 1 J PAN FLASHING W/ END DAMS AND BACK DAMS. SELF ADHERING MEMBRANE ON SIDES GO OVER DAMS OF PAN FLASHING ■ CERAMIC OR STONE TILE. PROVIDE CORNER TRIM PIECE AT WINDOW OR EDGE PIECE WITH RADIUS EDGE. SEAL. �� 1 1 /"\ I t I I ■! \1 13 Typical Window Sill Tile Scale: 3• =1V 0 INTERIOR- GLAZED STEEL WINDOW FRAME WITH CLEAR FIRE -RATED GLASS SET TO PROVIDE - - - - -- -- J -HOUR FIRE -RATED ASSEMBLY 1/2' LAMINATED GLASS INSERT, DIRECT GLAZED INTO WOOD TRIM, SET IN ACOUSTICAL SEALANT 1X4 WOOD TRIM OVER BLOCKING, AS REQUIRED UNIT INTERIOR - SUSPENDED GYP BD. CEILING CERAMIC OR STONE TILE. PROVIDE COINER TRIM PIECE AT WINDOW OR EDGE PIECE WITH RADIUS EDGE. STUCCO SYSTEM ON (2) LAYERS WATER RESISTENT BARRIER ON GYP BD. SHEATHING ON FURRING CASING BEAD AND WEEP SCREED .SELF ADHERING MEMBRANE. EXTEND UP, LAP OVER WATER RESISTENT BARRIER MIN 2'. _FLASHING COVER -FILL GAPS WITH INSULATION CERAMIC OR STONE TILE. PROVIDE CORNER TRIM PIECE AT WINDOW OR EDGE PIECE WITH RADIUS EDGE. - STUCCO SYSTEM ON (2) LAYERS WATER RESISTENT BARRIER ON GYP BD. SHEATHING ON FURRING -METAL FRAMED EXTERIOR WALL WITH FULL BATT INSULATION -SELF ADHERING MEMBRANE. EXTEND UP, LAP OVER WATER RESISTENT BARRIER MIN 2'. - BACKER ROD AND SEALANT. . GAPS WITH INSULATION AL -CLAD WOOD WINDOW INTERIOR- GLAZED STEEL WINDOW FRAME WITH - CLEAR FIRE -RATED GLASS SET TO PROVIDE J -HOUR FIRE -RATED ASSEMBLY - a 1/2' LAMINATED GLASS INSERT, DIRECT GLAZED INTO WOOD TRIM, SET IN ACOUSTICAL SEALANT REMOVABLE WOOD TRIM AND - -___ ACOUSTICAL SEAL BATT INSULATION - UNIT INTERIOR IX4 WOOD TRIM OVER 2 LAYERS GYP. BD. — 5 D4' ZINC TRIM OVER GYP. D. CAULK JOI TS — 20- N. FIRE -RATED DOOR STEEL FRAME SET IN ACOUSTICAL SEALANT - 20 -MIN, WOOD -FACED SOUND -RATED DOOR Strlpda Typical R e si d en t i al Entry Door Jamb @Sidelite � V scale: 3' =1ti' ' CLAD WOOD WINDOW A s --SELF ADHERING MEMBRANE. WRAP UNDER WINDOW, DOWN_ 4 CLR OVER WEATHER BARRIER 2' MIN. ( —ME LASHING TO MATCH INTERIOR- GLAZED STEEL WINDOW FRAME WITH - -- CLEAR FIRE -RATED GLASS SET TO PROVIDE J -HOUR FIRE -RATED ASSEMBLY ---GYP. BOARD ON VAPOR 1/2' LAMINATED GLASS INSERT, DIRECT BARRIER WRAP VB OVER GLAZED INTO WOOD TRIM, SET IN WINDOW SILL FRAMING. ACOUSTICAL SEALANT 1X4 WOOD TRIM OVER BLOCKING, :-_- STUCCO SYSTEM ON WEATHER AS REQUIRED RESISTENT BARRIER ON EXTERIOR GYP BD. SHEATHING ON FURRING --e METAL STU FRAMING UNIT INTERIOR - -� CENTERED ON COLUMN LINE - J FLUSH WOOD TRIM a UNIT INTERIOR.__._- ______. MITRE CORNERS 0 .04' ZINC TRIM OVER GYP. 4' CLR BR CAULK JOINTS ____�__v__ 7 - —� l • I• E Ff. Typical Residential Entry Door Sidelite Sill Scare: 3" 1V FLUSH WOOD TRIM p UNIT INTERIOR.__ MITRE CORNERS SiN i .04' ZINC TRIM OVER GYP. 10 A1.40 A BD. CAULK JOINTS 12 STONE TILE AS J 12 Typical Residential Entry Door Sidelite Sill 1, S :3' =,7 _ REF CEILING DETAILS FOR ASSEMBLY TYP. CORRIDOR WALL GYP BD CEILING ON MTL HANGED t>_ .04' ZINC TRIM OVER GYP. BD. CAULK JOINTS - - - MITRED WOOD TRIM a UNIT INTERIOR - -- —__ UNIT INTE OR 20 -MIN. FIRE -RATED DOOR -1 STEEL FRAME SET IN —° u ACOUSTICAL SEALANT 20 -MIN., WOOD -FACED SOUND-RATED DOOR ZIt�ICRU00D FACED COLUMN BEYOND "1 Typical Residential Entry I Dili _ 1 li oor Head A * 4' CLR 4' -9 TO F.F. ZINCALIOOD FACED CC BEYOND UNIT INTERIOR 20 -MIN. FIRE -RATED t STEEL FRAME SET IN ACOUSTICAL SEALANT 20 -MIN, WOOD -FACEL SOUND -RATED DOOR STCP49 ADA COMPLIANT THRE PROVIDE SMOKE SEAT SWEEP PER SOUND -Ro DOOR MANUFACTURER 8 Typical Residential Entry Door Threshold Scale: 3' =17 ,0 Typical Residential Secondary Door & Windows Scale. 1/7 = TO I1 A1.40 6' SHEET XINC l$AD TRIM s 45 -MNUTE FIRE-RATED STEEL FRAMED UNDOW CN CORRIDOR SIDE, SOIIJD -RATED WMDOIU ON WIT SIDE 7 XNC- LLRAPPED MTER1'EDIATE JAM L.AMNA PANELS �q 20 -M FUSE- RATED -- LAMNATE D WOOD DOOR; S RATING E 4S 3 -1' VERTICAL — TRIM a SLEET ZNC SASE TRIM ie U U � � 0 Typical Resi scale 112' =1'0' ME PE 1X Ar �{ a1b0 10 OL r `4 9 � Q A1A0 } u CLCa HT 0 u Y GYP BD CEILING ON MTL HANGERS STEEL TRIM OVER BLOCKING OR GYP. BD.fLUSH WITH DOOR FRAME, PATINAED AND SEALED. EASE ALL EXPOSED EDGES J' WOOD PANEL TO 61 MATCH WOOD DOOR �r SOLID CORE WOOD DOOR / ( 1' OR 4 1/8' gm ".41m Scale: 3' =1'0' I- ' X V METAL STUD WALL WITH FULL INSULATION IX4 WOOD TRIM, PER INTERIOR SPECS WOOD DOOR FRAME LINE OF DOOR HEAD ABOVE WOOD DOOR WITH MTL INSET, PER INTERIOR SPECS LINE OF METAL TRIM ABOVE GYP BD SOFFIT CEILING ON MTL HANGERS cti u, Q V OR 3 -1' METAL STUD WALL •It II!' � n Avw 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com Uj U Z W Uj > U) Quo _co W Uj QO z0 Uj yU Q W J Q o > U� rn M v! TM Q U job number' 04070 issue date Permit set 01.29.07 Const. set 04.20.07 1 permit 2 add 3 05.10.07 add 5 06.08.07 Q Revised Permit 12.14.07 sheet We DOOR DETAILS sheet number A7.40 1 5 T pical Residential Door - 4th and 5th Floors \ Sce 1/2' =1b' i 10 A1.40 A 12 A1.40 TRIM _ -----— __._ -__ Q MATE PAWLS v� -- - - _ - - - -- - - - -- -- - '� s t - - - - • - - - - - - -_ - - - - - ____ -------- _- -_ -- ______________�1___ __�___ __�_ ____d __w______ ___ -- --- ___ - -- _-- -- __ Typical Residential Secondary Door & Windows Scale. 1/7 = TO I1 A1.40 6' SHEET XINC l$AD TRIM s 45 -MNUTE FIRE-RATED STEEL FRAMED UNDOW CN CORRIDOR SIDE, SOIIJD -RATED WMDOIU ON WIT SIDE 7 XNC- LLRAPPED MTER1'EDIATE JAM L.AMNA PANELS �q 20 -M FUSE- RATED -- LAMNATE D WOOD DOOR; S RATING E 4S 3 -1' VERTICAL — TRIM a SLEET ZNC SASE TRIM ie U U � � 0 Typical Resi scale 112' =1'0' ME PE 1X Ar �{ a1b0 10 OL r `4 9 � Q A1A0 } u CLCa HT 0 u Y GYP BD CEILING ON MTL HANGERS STEEL TRIM OVER BLOCKING OR GYP. BD.fLUSH WITH DOOR FRAME, PATINAED AND SEALED. EASE ALL EXPOSED EDGES J' WOOD PANEL TO 61 MATCH WOOD DOOR �r SOLID CORE WOOD DOOR / ( 1' OR 4 1/8' gm ".41m Scale: 3' =1'0' I- ' X V METAL STUD WALL WITH FULL INSULATION IX4 WOOD TRIM, PER INTERIOR SPECS WOOD DOOR FRAME LINE OF DOOR HEAD ABOVE WOOD DOOR WITH MTL INSET, PER INTERIOR SPECS LINE OF METAL TRIM ABOVE GYP BD SOFFIT CEILING ON MTL HANGERS cti u, Q V OR 3 -1' METAL STUD WALL •It II!' � n Avw 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com Uj U Z W Uj > U) Quo _co W Uj QO z0 Uj yU Q W J Q o > U� rn M v! TM Q U job number' 04070 issue date Permit set 01.29.07 Const. set 04.20.07 1 permit 2 add 3 05.10.07 add 5 06.08.07 Q Revised Permit 12.14.07 sheet We DOOR DETAILS sheet number A7.40 1 5 T pical Residential Door - 4th and 5th Floors \ Sce 1/2' =1b' CLCa HT 0 u Y GYP BD CEILING ON MTL HANGERS STEEL TRIM OVER BLOCKING OR GYP. BD.fLUSH WITH DOOR FRAME, PATINAED AND SEALED. EASE ALL EXPOSED EDGES J' WOOD PANEL TO 61 MATCH WOOD DOOR �r SOLID CORE WOOD DOOR / ( 1' OR 4 1/8' gm ".41m Scale: 3' =1'0' I- ' X V METAL STUD WALL WITH FULL INSULATION IX4 WOOD TRIM, PER INTERIOR SPECS WOOD DOOR FRAME LINE OF DOOR HEAD ABOVE WOOD DOOR WITH MTL INSET, PER INTERIOR SPECS LINE OF METAL TRIM ABOVE GYP BD SOFFIT CEILING ON MTL HANGERS cti u, Q V OR 3 -1' METAL STUD WALL •It II!' � n Avw 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com Uj U Z W Uj > U) Quo _co W Uj QO z0 Uj yU Q W J Q o > U� rn M v! TM Q U job number' 04070 issue date Permit set 01.29.07 Const. set 04.20.07 1 permit 2 add 3 05.10.07 add 5 06.08.07 Q Revised Permit 12.14.07 sheet We DOOR DETAILS sheet number A7.40 1 5 T pical Residential Door - 4th and 5th Floors \ Sce 1/2' =1b' •It II!' � n Avw 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com Uj U Z W Uj > U) Quo _co W Uj QO z0 Uj yU Q W J Q o > U� rn M v! TM Q U job number' 04070 issue date Permit set 01.29.07 Const. set 04.20.07 1 permit 2 add 3 05.10.07 add 5 06.08.07 Q Revised Permit 12.14.07 sheet We DOOR DETAILS sheet number A7.40 1 5 T pical Residential Door - 4th and 5th Floors \ Sce 1/2' =1b' sheet We DOOR DETAILS sheet number A7.40 1 5 T pical Residential Door - 4th and 5th Floors \ Sce 1/2' =1b' 0 'a v 0 a N 0 0 0 a v a LL v < GLAZING TO BE: INTERIOR - GLAZED STEEL WINDOW 1/4' HEAT FRAME WITH CLEAR FIRE -RATED STRENGTHENED GLASS SET TO PROVIDE J -HOUR -- GLAS OR FIRE -RATED ASSEMBLY TEMPERED ION INSIDE OF METAL GLASS R MANFACTURED IN 1/2' LAMINATED GLASS INSERT IN ALUM ACCORDANCE FRAME, W/ EPDM GASKET SEAL, SET IN WITH ASTM C ACOUSTICAL SEALANT 1048 OR FED SPEC METAL TRIM ALL FOUR SIDES DD -G -14035 ALUM PLATE TRIM AT SILL, GB. -- RETURN ON OTHER SIDES WOOD TRIM UNIT INTERIOR 4' CLR SKYLIGHT SHAFT ®4M Window Si WINDOW SET ON PAN FLASHING DAM WITH EDGES UP SIDES AND INTERIOR, TYP. FLASHING ON STUCCO WALL BELOW FAI hr assembl Scale: r =17 BREAK METAL TO MATCH WINDOWS, BY WINDOW MFR. Ls YP 50. WITH SAM. WRAP THAT EXTENDS OVER PAN FLASHING BATT INSULATION INSIDE OF METAL FRAMED CORNER FILL GAPS WITH INSULATION BACKERROD AND SEALANT CLAD WOOD WINDOW JAMB EXTENSION ' WOOD TRIM STUCCO WALL BELOW .BREAK MET TO MATCH WINDOWS, BY WINDOW FIR :GYP 5D. WIT 4 SAM. WRAP THAT EXTENDS O R PAN FLASHING BATT N'N LA ION INSIDE OF METAL FRAMED R STONE SILL BELOW 10 Corner Mullion Detail Scale: r =,ro' FILL GAPS WI INSULATION CLAD WOOD WINDOW 1' WOOD TRI ZINC -CLAD COLUMN BEYOND 8x8 WOOD COLUMN BEYOND WITH ZINC- COATED STEEL BASE TRIM METAL CLAD WOOD PATIO DOOR W/ EXi�IDED THRESHOLD FLOOR FINISH (VARIES) PAN FLASHING SEALANT BEAD, U4' MIN. GAP. PROVIDE WEEP HOLES AT 16' OC MIN BETE FLOOR TOPPING ON RIM SOUND INSULATION SYSTEM ON STRUCTURAL CONCRETE SLAB OI L T.O. TOPPING SLAB 1/4' PER 0 TYPICAL CONCRETE DECK ON PROTECTION 5D AND WATERPROOFING. WRAP UP AND UNDER DOOR THRESHOLD Patio Door Threshold r n T.O.R.O. 11' -61/2 XF.F Intermedi to Header @ L.R. 7 Scala: r =7 ' X 2 -j' WOOD TRIM W/ EASED EDGES. CAULK VAPOR IE TO WRAP ER— SELF AD MEMBRANE T 50TH I4EAD 4D I OF WINDOWS AND WRAP DE UMN. STONE SILL BELOW 6 Column @ L. R. Windo Scale: C 3 = IV OL i i I B.O.R.O. \�\`�`• 2'-6' A.F.F. , , . , F — — — AS REQ'D TO FLUSH TONE WITH WDW 4' Z. 5 Sill @ Living Room Window SUSPENDED FRAMING W/ R -39 BATT INSULATION IX T* WOOD CEILING: ON J' PLYWOOD ON VAPOR BARRIER WRAP VB. CONTINUOUSLY OVER ROLLER SHADE SUPPORT, UNDER WINDOW HEADER AND INTO SOFFIT 4' x 4' x 3A6'TK x 11/4' LG MOUNTING ANGLE 2 -1/2' DIA TUBE AND SHADE ASSEMBLY (MOTOR INSIDE ) :ILL HEADER WITH INSULATION -HEADERS PER S TYR STUCCO SYSTEM SUSPENDED GYP BD. CEILING FILL HEADER WITH — INSULATION WOOD TRIM WITH EASED EDGES. CAULK HEADERS PER STRUCT. (NOT PRESENT ISIM) \ METAL UNDERFRAMING FLASHINGz COVER FILL GAPS WITH INSULATION ZINC- PLATED STEEL COLLAR ZINC -CLAD COLUMN BEYOND ZINC -CLAD COLUMN BEYOND PAN FLASHING LAP OVER W,RB. SELF ADHERING MEMBRANE TO EXTEND FROM UNDER PAN FLASHING OUT TO FACE OF SHEATHING AND DOWN FACE OF SHEATHING 2' MIN._ LAP OVER W.R.B -METAL PAN FLASHING TO MATCH WINDOW CLADDINGS CASING BEAD AND — WEEP SCREED >(2) LAYERS WATER RESISTENT BARRIER 13 Window Head @ Slip ! oint Scale. r - I'D' BACKER ROD AND SEALANT INSIDE AND OUTSIDE OF WINDOW HEAD AND JAMB. U4' MIN GAP, INSIDE AT SILL. TYP. 2 X 12 WOOD TRIM ON (2) LAYERS WATER RESISTENT BARRIER ON GYP. BD. SHEATHING I' X 1 -4' TRIM WITH EASED EDGES CAULK - 1 X 12 INTERIOR WOOD TRIM. ON I' GYP. BD. ON YAP BARRIER WRAP V.B. CONTINUOUSLY RIDER BOTH OW FRAMES. CAULK ALL JO S SEL AD RING BANE TO EXTEND OUT TO FACE OF SHEATHING AND UP DACE OF SHEATHING 2' MIN LAP WRB. OVER SAJ'1. FLASHING COVER ADJUSTABLE HEADER CHANNEL BATT INSULATION INSIDE ALL GAPS -FLASHING COVER FILL GAPS WITH INSULATION CLAD WOOD WINDOW -THRESHOLD BELOW - EXTEND BEYOND JAMB TO ZING -CLAD COLUMN OUTSIDE - SWINGING CLAD WOOD PATIO DOOR '--BREAK METAL TO MATCH WINDOW CLADDING -- -- SELF ADHERING: MEMBRANE TO EXTEND FROM UNDER PAN FLASHING OUT TO FACE OF SHEATHINGS, DOWN FACE OF SHEATHING AND LAP OVER SHEATHING AND ABOVE WINDOW AT HEAD. 9016' ZINC SHEET ADHERED AND SCREWED TO STRUCTURE F — A ZSEALANT WITH BACKER ROD INSIDE ND OUTSIDE OF WINDOW HEAD AND AMB, TYP.1 /4' MIN. GAP. GATT INSULATION INSIDE OF TRIMMER FILL GAPS WITH INSULATION LAD WOOD WINDOW -- -ZINC -CLAD COLD! BEYOND ---8x8 WOOD COLUMN BEYOND METAL CLAD WOOD WINDOW I -J' STONE VENEER METAL PAN FLASHING TO MATCH Q WINDOW CLADDING: — _ — SELF ADHERING MEMBRANE TO EXTEND FROM UNDER PAN FLASHING OUT TO FACT SHEATHNGS AND DOWN FACE OF SHEATHII MIN. - LAP OVER 111". CEMENTITIOUS BACKER BOARD ON VAPOR BARRIER WRAP VAPOR BARRIEF OVER WINDOW SILL FRAMING. STUCCO SYSTEM ON (2) LAYERS WATER RESISTANT BARRIER ON GYP BD. SHEATHING ON FURRING. LAP 6' 3t 1 �UNDE�R�.AM. W METAL STUD FRAMING CENTERED ON COLUMN LINE METAL STUD FURRING PAN FLASHING W/ END DAMS AND BACK DAMS. SELF ADHERING MEMBRANE ON SIDES GO OVER DAMS OF PAN FLASHING ,h B.O.R.O. _ Y 2J '-6" A.F.F. 1 Typical Window Sill FILL HEADER WITH — INSULATION WOOD TRIM WITH EASED EDGES. CAULK HEADERS PER STRICT. 3 Typical Windo Head Scale: r =,rr • • i • , STUCCO SYSTEM ON (2) LAYERS WATER RESISTENT BARRIER ON GYP 5D. SHEATHING ON FRAMING. LAP ORB, OVER FLASHING. SLIP DETAIL SIM TO 13/A130 — 1/8' ZINC- PLATED STEEL TRIM FLASHING MATERIAL MR STUCCO BEYOND W/ CASING BEAD -DRIP EDGE AND WEEP SCREED 5ACKERROD AND SEALANT -SELF ADHERING MEMBRANE. EXTEND UP, LAP UNDER WATER RESISTENT BARRIER MIN 2'. OVER PAN FLASHING AT SIDES, TYP WINDOW MOUNTED WITH FLANGE AT JAMBS AND HEAD, TYP AT PUNCHED OPENINGS -FILL GAPS WITH INSULATION SUSPENDED GYP BD. CEILING 1 /8' ZINC - PLATED STEEL TRIM STUCCO SYSTEM ON (2) LAYERS WATER RESISTENT BARRIER ON BD. SHEATHING ON FRAMING. LAP W.RS. OVER FLASHING I� AND WEEP SC SELF ADHERING MEMBRANE. EXTEND UP, LAP.QWATER RESISTENT BARRIE MIN 2'. _WINDOW MOUNTED WITH FLANGE AT JAMBS AND HEAD, TYP AT PUNCHED OPENINGS 1 BACKER ROD AND SEALANT FILL GAPS WITH INSULATION 3 -j' X J' WOOD JAMB TRIM WITH EASED EDGES. CAULK STUCCO SYSTEM ON (2) LAYERS WATT RESISTENT BARRIER ON GYP BD. SHEATHING ON FURRING. W.RB. OVER A , AND CASING BEAD METAL FRAMED EXTERIOR WALL WITH FULL BATT INSULATION SELF ADHERING MEMBRANE. EXTEND DOWN OVER END DAMS OF PAN FLSH'G AND LAP UNDER WATER RESISTENT 5ARRI R MIN 2'. I -- - CASING BEAD�� WINDOW �MOI.INTED WITH FLANGE AT JAMBS AND HEAD, TYP AT PUNC D BACKER ROD AND SEALANT. FILL GAPS WITH INSULATION METAL -CLAD WOOD WINDOW INSULATE SHIM SPACE, TYR virE!>�� �.� lf: • SELF ADHERING MEMBRANE. WRAP UNDER WINDOW, DOWN OVER WEATHER BARRIER 2' EXPOSED METAL FLASHING TO MATCH STUCCO z -- STUCCO SYSTEM ON WEATHER RESISTENT BARRIER ON EXTERIOR GYP BD. SHEATHING O FURRING GYP. BOARD ON VAPOR WINDOW SILLLFFRAMING. OVER L_ Now ' 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com W U z U , W >_ pro —oc �w� W QO z0 WNW pwj 111111 Q o> U� r^ M Q U I issue date Permit set 4 `/ ..� 04.20.07A 16' -W A.F.F. Head iving Rom i 8 scale: r =1'0' - ---SxB WOOD COLUMN BEYOND ZINC- COATED STEEL ATE C COLLAR WITH THREADED PIN CONNECTION TO ZINC -CLAD COLUMN AQ r n T.O.R.O. 11' -61/2 XF.F Intermedi to Header @ L.R. 7 Scala: r =7 ' X 2 -j' WOOD TRIM W/ EASED EDGES. CAULK VAPOR IE TO WRAP ER— SELF AD MEMBRANE T 50TH I4EAD 4D I OF WINDOWS AND WRAP DE UMN. STONE SILL BELOW 6 Column @ L. R. Windo Scale: C 3 = IV OL i i I B.O.R.O. \�\`�`• 2'-6' A.F.F. , , . , F — — — AS REQ'D TO FLUSH TONE WITH WDW 4' Z. 5 Sill @ Living Room Window SUSPENDED FRAMING W/ R -39 BATT INSULATION IX T* WOOD CEILING: ON J' PLYWOOD ON VAPOR BARRIER WRAP VB. CONTINUOUSLY OVER ROLLER SHADE SUPPORT, UNDER WINDOW HEADER AND INTO SOFFIT 4' x 4' x 3A6'TK x 11/4' LG MOUNTING ANGLE 2 -1/2' DIA TUBE AND SHADE ASSEMBLY (MOTOR INSIDE ) :ILL HEADER WITH INSULATION -HEADERS PER S TYR STUCCO SYSTEM SUSPENDED GYP BD. CEILING FILL HEADER WITH — INSULATION WOOD TRIM WITH EASED EDGES. CAULK HEADERS PER STRUCT. (NOT PRESENT ISIM) \ METAL UNDERFRAMING FLASHINGz COVER FILL GAPS WITH INSULATION ZINC- PLATED STEEL COLLAR ZINC -CLAD COLUMN BEYOND ZINC -CLAD COLUMN BEYOND PAN FLASHING LAP OVER W,RB. SELF ADHERING MEMBRANE TO EXTEND FROM UNDER PAN FLASHING OUT TO FACE OF SHEATHING AND DOWN FACE OF SHEATHING 2' MIN._ LAP OVER W.R.B -METAL PAN FLASHING TO MATCH WINDOW CLADDINGS CASING BEAD AND — WEEP SCREED >(2) LAYERS WATER RESISTENT BARRIER 13 Window Head @ Slip ! oint Scale. r - I'D' BACKER ROD AND SEALANT INSIDE AND OUTSIDE OF WINDOW HEAD AND JAMB. U4' MIN GAP, INSIDE AT SILL. TYP. 2 X 12 WOOD TRIM ON (2) LAYERS WATER RESISTENT BARRIER ON GYP. BD. SHEATHING I' X 1 -4' TRIM WITH EASED EDGES CAULK - 1 X 12 INTERIOR WOOD TRIM. ON I' GYP. BD. ON YAP BARRIER WRAP V.B. CONTINUOUSLY RIDER BOTH OW FRAMES. CAULK ALL JO S SEL AD RING BANE TO EXTEND OUT TO FACE OF SHEATHING AND UP DACE OF SHEATHING 2' MIN LAP WRB. OVER SAJ'1. FLASHING COVER ADJUSTABLE HEADER CHANNEL BATT INSULATION INSIDE ALL GAPS -FLASHING COVER FILL GAPS WITH INSULATION CLAD WOOD WINDOW -THRESHOLD BELOW - EXTEND BEYOND JAMB TO ZING -CLAD COLUMN OUTSIDE - SWINGING CLAD WOOD PATIO DOOR '--BREAK METAL TO MATCH WINDOW CLADDING -- -- SELF ADHERING: MEMBRANE TO EXTEND FROM UNDER PAN FLASHING OUT TO FACE OF SHEATHINGS, DOWN FACE OF SHEATHING AND LAP OVER SHEATHING AND ABOVE WINDOW AT HEAD. 9016' ZINC SHEET ADHERED AND SCREWED TO STRUCTURE F — A ZSEALANT WITH BACKER ROD INSIDE ND OUTSIDE OF WINDOW HEAD AND AMB, TYP.1 /4' MIN. GAP. GATT INSULATION INSIDE OF TRIMMER FILL GAPS WITH INSULATION LAD WOOD WINDOW -- -ZINC -CLAD COLD! BEYOND ---8x8 WOOD COLUMN BEYOND METAL CLAD WOOD WINDOW I -J' STONE VENEER METAL PAN FLASHING TO MATCH Q WINDOW CLADDING: — _ — SELF ADHERING MEMBRANE TO EXTEND FROM UNDER PAN FLASHING OUT TO FACT SHEATHNGS AND DOWN FACE OF SHEATHII MIN. - LAP OVER 111". CEMENTITIOUS BACKER BOARD ON VAPOR BARRIER WRAP VAPOR BARRIEF OVER WINDOW SILL FRAMING. STUCCO SYSTEM ON (2) LAYERS WATER RESISTANT BARRIER ON GYP BD. SHEATHING ON FURRING. LAP 6' 3t 1 �UNDE�R�.AM. W METAL STUD FRAMING CENTERED ON COLUMN LINE METAL STUD FURRING PAN FLASHING W/ END DAMS AND BACK DAMS. SELF ADHERING MEMBRANE ON SIDES GO OVER DAMS OF PAN FLASHING ,h B.O.R.O. _ Y 2J '-6" A.F.F. 1 Typical Window Sill FILL HEADER WITH — INSULATION WOOD TRIM WITH EASED EDGES. CAULK HEADERS PER STRICT. 3 Typical Windo Head Scale: r =,rr • • i • , STUCCO SYSTEM ON (2) LAYERS WATER RESISTENT BARRIER ON GYP 5D. SHEATHING ON FRAMING. LAP ORB, OVER FLASHING. SLIP DETAIL SIM TO 13/A130 — 1/8' ZINC- PLATED STEEL TRIM FLASHING MATERIAL MR STUCCO BEYOND W/ CASING BEAD -DRIP EDGE AND WEEP SCREED 5ACKERROD AND SEALANT -SELF ADHERING MEMBRANE. EXTEND UP, LAP UNDER WATER RESISTENT BARRIER MIN 2'. OVER PAN FLASHING AT SIDES, TYP WINDOW MOUNTED WITH FLANGE AT JAMBS AND HEAD, TYP AT PUNCHED OPENINGS -FILL GAPS WITH INSULATION SUSPENDED GYP BD. CEILING 1 /8' ZINC - PLATED STEEL TRIM STUCCO SYSTEM ON (2) LAYERS WATER RESISTENT BARRIER ON BD. SHEATHING ON FRAMING. LAP W.RS. OVER FLASHING I� AND WEEP SC SELF ADHERING MEMBRANE. EXTEND UP, LAP.QWATER RESISTENT BARRIE MIN 2'. _WINDOW MOUNTED WITH FLANGE AT JAMBS AND HEAD, TYP AT PUNCHED OPENINGS 1 BACKER ROD AND SEALANT FILL GAPS WITH INSULATION 3 -j' X J' WOOD JAMB TRIM WITH EASED EDGES. CAULK STUCCO SYSTEM ON (2) LAYERS WATT RESISTENT BARRIER ON GYP BD. SHEATHING ON FURRING. W.RB. OVER A , AND CASING BEAD METAL FRAMED EXTERIOR WALL WITH FULL BATT INSULATION SELF ADHERING MEMBRANE. EXTEND DOWN OVER END DAMS OF PAN FLSH'G AND LAP UNDER WATER RESISTENT 5ARRI R MIN 2'. I -- - CASING BEAD�� WINDOW �MOI.INTED WITH FLANGE AT JAMBS AND HEAD, TYP AT PUNC D BACKER ROD AND SEALANT. FILL GAPS WITH INSULATION METAL -CLAD WOOD WINDOW INSULATE SHIM SPACE, TYR virE!>�� �.� lf: • SELF ADHERING MEMBRANE. WRAP UNDER WINDOW, DOWN OVER WEATHER BARRIER 2' EXPOSED METAL FLASHING TO MATCH STUCCO z -- STUCCO SYSTEM ON WEATHER RESISTENT BARRIER ON EXTERIOR GYP BD. SHEATHING O FURRING GYP. BOARD ON VAPOR WINDOW SILLLFFRAMING. OVER L_ Now ' 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com W U z U , W >_ pro —oc �w� W QO z0 WNW pwj 111111 Q o> U� r^ M Q U I issue date Permit set 01.29.07 Const. set 04.20.07A add 7 09.10.07 Revised Permit 12.14.07 sheet tm e WINDOW DETAILS sheet number A7,50 1; s a v LL c d Jamb at Automatic Slidina Door Scale: r =17 ZINC -CLAD COLUMN BEYOND W/ FLASHING AND BACKERROD AND SEALANT — STONE SILL. SLOPE TO DRAIN I SLOPE V47ft - -- - - -- f it rcm� 1�1 IAI lllj� Stone Column Ca Scale: 3' =17 Q Q b' 4 � b' G Stone Column Base "1. 3': IT SAM: SELF ADHERING MEMBRANE - WRAP OVER WRB MIN 2' CORROSION- RESISTANT METAL FLASHING OVER TOP SURFACE OF COLUMN FRAMING SONRY TIES SET IN SEALANT AIR SPACE TO REMAIN CLEAR STONE PANEL VENEER 6' METAL STUD FRAMING WRB (2 LAYERS BLDG WRAP) RIGID INSULATION/ PROTECTION BOARD. DRAM GROOVE TO BACK EXTERIOR GYP SHEATHING p d V d 4 CONCRETE SIDEWALK` OR RE AVERS.: SITE PLAN V BALCO FMR - FLOOR MAT OR APPROVED EQUIVALENT. FINISH MATERIAL — An 3'-0' TO CAW E RE: L/S5.12 5 Threshold at Storefro t In Scale: T= 17 S Base at S torefront V C FAI rONE BASE BEYOND TOREFRONT ENTRY DOOR - -- INTERIOR STRUCTURAL SLAB LAD COLUMN BEYOND HEATED EXTERIOR SLAB ON PROTECTION/DRAIN BD ON W.P. MEMBRANE ON STRUCTURAL SLAB. SLOPE TO DRAIN. CARRY W.P. UP 9 AND UNDER THRESHOLD S ri SLOPE Cr V47ft Q a a a 4 ill GIRDER BEYOND C RE: pTlm Kl55.12 I� 0 Q —WRB (2 LAYERS OF BDLG WRAP) ON EXT GYP SHEATHING —I' RIGID INSULATION/ PROTECTION BOARD. DRAINAGE GROOVE TO BACK ' AIR SPACE TO REMAIN CLEAR USE MORTAR NET. 6' METAL STUD FRAMING - STONE PANEL VENEER - VERT TIES AT 18' O.C. MAX GYP. BOARD ON VAPOR BARRIER WRAP V$ OVER WINDOW SILL FRAMING. — MORTAR NET, TYP —WEEP HOLES - 24' O.C. — THROUGH WALL SHEET FLASHING SLOPE V47ft -- CONCRETE SIDEWALK TOPPING ON d PROTECTION/DRAINAGE BO ON WATERPROOFING MEMBRANE - BRING MEMBRANE UP WAIL 8' a . Scale: F= 1V 2 Column at Storefront winnow Scale: 3' =1r ALUMINUM STOREFRONT AND STEM WITH BACKER ROD MIN 1/4' = ADHERING MEMBRANE E DAMS BELOW D. ON VAPOR BARRIER :TAL ZINC CLADDING SAM 3D. SHEATHING. VOIDS WITH BATT N � L STUD FURRING AT LL. SLOPE TO DRAIN AN FLASHING W/ BACK AND END DAMS. SAM (SELF ADHERING MEMBRANE) UNDER PAN AT SILL AND OVER WRB. JAMB SAM. OVERLAP END DAMS AT SIDES. Z -CLAD COLUMN BEYOND i � Sill at Storefront V'�V+h`dow -� X� 2' x 44 ALUMINUM STOREFRONT AND ENTRY SYSTEM BACKERROD AND SEALANT BEAD UNDER PAN FLASHING STONE SILL. SLOPE TO DRAIN CORRO51ON- RESI5TANT METAL FLASHING MASONRY TIES SET IN SEALANT —' AIR SPACE TO REMAIN CLEAR - --G YP. BOARD ON VAPOR BARRIER WRAP V.6 OVER WINDOW SILL FRAMING. STONE PANEL VENEER --- 6' METAL STUD FRAMING CENTERED ON COLUMN LINE _ _ ---- I' RIGID INSULATION/ PROTECTION BOARD. DRAIN GROOVE AT BACK --- WRB (2 LAYERS BLDG WRAP) — EXT GYP SHEATHING -F� 137 main street, suite G004 box 5055 edwards, Colorado 81632 970.926.2622 rkd @rkdarch.com W U z UJ W >_ Quo _oo UJQ J IO WNW Qua Uo > Q U V-�,T job number 04070 issue date Permit set 01.29.07 Const. set 04.20.07 1 permit 2 add 3 05.10.07 add 7 09.10.07 h Revised Permit 12.14.07 A sheet We STOREFRONT AND ARCADE DETAILS sheet number A7.51 i �1 Head at Storefront W -- ---WRB (2 LAYERS OF BDLG WRAP) ON EXT GYP SHEATHING I' RIGID INSULATION/ PROTECTION BOARD. DRAIN GROOVES TO BACK AIR SPACE TO REMAIN CLEAR USE MORTAR NET. 'METAL STUD FRAMING ON FOUNDATION WALL -- -- -STONE PANEL VENEER ` MORTAR NET, TYP WIEEP HOLES - 2 PER SIDE ` \ ` THRUGH WALL SHEET FLASHING ` JOINT SEALANT WITH BACKER ROD J' PS!E- FORMED EXPANSION JOINT ` ILLER T.O.G 100' -0" p d V d 4 CONCRETE SIDEWALK` OR RE AVERS.: SITE PLAN V BALCO FMR - FLOOR MAT OR APPROVED EQUIVALENT. FINISH MATERIAL — An 3'-0' TO CAW E RE: L/S5.12 5 Threshold at Storefro t In Scale: T= 17 S Base at S torefront V C FAI rONE BASE BEYOND TOREFRONT ENTRY DOOR - -- INTERIOR STRUCTURAL SLAB LAD COLUMN BEYOND HEATED EXTERIOR SLAB ON PROTECTION/DRAIN BD ON W.P. MEMBRANE ON STRUCTURAL SLAB. SLOPE TO DRAIN. CARRY W.P. UP 9 AND UNDER THRESHOLD S ri SLOPE Cr V47ft Q a a a 4 ill GIRDER BEYOND C RE: pTlm Kl55.12 I� 0 Q —WRB (2 LAYERS OF BDLG WRAP) ON EXT GYP SHEATHING —I' RIGID INSULATION/ PROTECTION BOARD. DRAINAGE GROOVE TO BACK ' AIR SPACE TO REMAIN CLEAR USE MORTAR NET. 6' METAL STUD FRAMING - STONE PANEL VENEER - VERT TIES AT 18' O.C. MAX GYP. BOARD ON VAPOR BARRIER WRAP V$ OVER WINDOW SILL FRAMING. — MORTAR NET, TYP —WEEP HOLES - 24' O.C. — THROUGH WALL SHEET FLASHING SLOPE V47ft -- CONCRETE SIDEWALK TOPPING ON d PROTECTION/DRAINAGE BO ON WATERPROOFING MEMBRANE - BRING MEMBRANE UP WAIL 8' a . Scale: F= 1V 2 Column at Storefront winnow Scale: 3' =1r ALUMINUM STOREFRONT AND STEM WITH BACKER ROD MIN 1/4' = ADHERING MEMBRANE E DAMS BELOW D. ON VAPOR BARRIER :TAL ZINC CLADDING SAM 3D. SHEATHING. VOIDS WITH BATT N � L STUD FURRING AT LL. SLOPE TO DRAIN AN FLASHING W/ BACK AND END DAMS. SAM (SELF ADHERING MEMBRANE) UNDER PAN AT SILL AND OVER WRB. JAMB SAM. OVERLAP END DAMS AT SIDES. Z -CLAD COLUMN BEYOND i � Sill at Storefront V'�V+h`dow -� X� 2' x 44 ALUMINUM STOREFRONT AND ENTRY SYSTEM BACKERROD AND SEALANT BEAD UNDER PAN FLASHING STONE SILL. SLOPE TO DRAIN CORRO51ON- RESI5TANT METAL FLASHING MASONRY TIES SET IN SEALANT —' AIR SPACE TO REMAIN CLEAR - --G YP. BOARD ON VAPOR BARRIER WRAP V.6 OVER WINDOW SILL FRAMING. STONE PANEL VENEER --- 6' METAL STUD FRAMING CENTERED ON COLUMN LINE _ _ ---- I' RIGID INSULATION/ PROTECTION BOARD. DRAIN GROOVE AT BACK --- WRB (2 LAYERS BLDG WRAP) — EXT GYP SHEATHING -F� 137 main street, suite G004 box 5055 edwards, Colorado 81632 970.926.2622 rkd @rkdarch.com W U z UJ W >_ Quo _oo UJQ J IO WNW Qua Uo > Q U V-�,T job number 04070 issue date Permit set 01.29.07 Const. set 04.20.07 1 permit 2 add 3 05.10.07 add 7 09.10.07 h Revised Permit 12.14.07 A sheet We STOREFRONT AND ARCADE DETAILS sheet number A7.51 i �1 Head at Storefront W I e .m_ °'I o �� i . . • Scale: 1-117 =17 y ' b MIN. #' HEAT - STRENGTHENED GLASS IN STEEL FRAME. PROVIDE SILICONE SEALANT AT VERTICAL BUTT- JOINTS STONE TILE AS SCHEDULED W5 6' METAL STUD WALL I' GYP BD ON FURRING CHANNELS V X .04' SHEET ZINC BASE CAULK JOINTS . CONCRETE TOPPING SLAB 1 3/4' RIGID INSULATION Tn STRUCTURAL CONCRETE ON STEEL r rr DECK t> b D I> z� v Base at Common Areas 2 S+xet•t/Y'=17 A ?n OI L C BRIDGE F.F. _ ZINC CLADDING Elevation at Glass Partition Scale: l -117 _ IV STEEL STRJCUTRE WITH FIREPROOFING SUSPENDS GYP. BD. CEILING v M s Head at Glass Partition HORIZONTAL FIRE SPRINKLER CHASE WRAP ZINC CLADDING UNDER FURRNG AND RETURN TO GYP. BD. CEILING. CAULK JOINT. MIN. #' HEAT - STRENGTHENED GLASS IN STEEL FRAME. PROVIDE SILICONE SEALANT AT BUTT - JOINTS �\ TFP /CSC MODEL WS SPRINKLER HEAD PENDANT EA SIDE OF GLASS PARTITION. INSTALL IN ACCORDANCE A WITH ICC REPORT NER -516. PROVIDE STAINLESS STEEL 1 ESCUTCHEONS. stale:1-trr =17 CORRIDOR / B RIDGE F MIN. #' HEAT - STRENGTHENED GLASS IN STEEL FRAME. PROVIDE SILICONE SEALANT AT VERTICAL BUTT- JOINTS ZINC CLADDING A J' GYP BD ON FURRING CHANNELS BASE PLATE AND ANCHOR BOLT PER STRUCTURAL 6' METAL STUD CURB WALL CONCRETE TOPPING SLAB 2 3/4' RIGID INSULATION STRUCTURAL CONCRETE ON STEEL GYP. BD. CEILING FURR OUT WITH SINGLE 1 -1 X 6' METAL CHANNEL WRAP ZINC CLADDING UNDER FURRNG AND RETURN TO GYP. BD. CEILING. CAULK JOINT. 7 Sill at Glass Partition stelae:,.,,?• =,b' �- EPDXY PANT AT TOP OFFSETS (AT EA STUD) F OR SP Iii - Wil I I k, WE SLIP DETAIL ' 13 • +.. ....�. A130 Section Detail at Stair C Outside Wall Scale: 11/7 =1' -0' SOINI� SYSTEM ON CONC DECK AT UNIT - P COW ON I U2' MTL DECK 1 i C44 OX FOR SPACER FOR PLATE STRINGWIR COC IN M PAN LANDING OEM SIUPPM PER STAIR WG 214R SPRAY FOREPR ON WX12 AND DECK 214R &4AFT WALL "'GYP 50 ON SUSP MTL SYSTEM Detail at Stair C Scale: I IT =1' -0' RECESS MAT 5/8' INTO CONC FINISH MATERIAL i s 0/C. X EXTRUDED VINYL HINGE (FM1202A) 5 Mft 5PMP, 1 V2' 4 n 4 MINIMUM Q 4 BLOCK -OUT LEVEL BASE REQUIREMENTS BY OTHERS BALCO FMR -V FLOOR MAT OR APPROVED EQUIVALENT. 1 Floor Mat Det Scale: 3' =1'-0' 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com 0 UJ U z LU UJ >_ pro _oo � Zq UJQo =o UJN Q3Q Uo > U) M v/ � Q U JA job number 04070 issue GYP. BD. ON WALL OR SOFFIT Permit set METAL FRAMING: Const. set SUSPENDED GYP. BD. CEILING permit 2 add 3 METAL FRAMING AT COVE. PROVIDE GYP add 5 BD. CONTIN. AROUND COVE WHERE add 4 rev CEILING IS PART OF 2 -HOUR ASSEMBLY Revised Permit ROPE LIGHT IN TRACK PER MFR 114 SHEET ZINC OR ALUMINUM SURROUND WOOD PANEL TO MATCH CABINETRY, OR TILE NOTE: INTERUPT AND RESUME ROPE LIGHT WHEN CONFLICTING WITH LOW ^ STRUCTURE. / Light at Residential Units SRope Scalia: =1'0' A ' X 2' WOOD TRIM. STAIN, SEAL AND CAULK ATTACH TO EA STUD V X .04' SHEET ZINC BASE CAULK EXPOSED EDGES. PROVIDE A 4 JOINTS AT INSIDE CoRdERB WHERE :. POSSIBLE, AND MINIMIZE BUTT JOINTS ? ` ` CONCRETE TOPPING SLAB - L 2 3/4' RIGID INSULATION STRUCTURAL CONCRETE ON STEEL DECK � n N D D D °'I o �� i . . • Scale: 1-117 =17 y ' b MIN. #' HEAT - STRENGTHENED GLASS IN STEEL FRAME. PROVIDE SILICONE SEALANT AT VERTICAL BUTT- JOINTS STONE TILE AS SCHEDULED W5 6' METAL STUD WALL I' GYP BD ON FURRING CHANNELS V X .04' SHEET ZINC BASE CAULK JOINTS . CONCRETE TOPPING SLAB 1 3/4' RIGID INSULATION Tn STRUCTURAL CONCRETE ON STEEL r rr DECK t> b D I> z� v Base at Common Areas 2 S+xet•t/Y'=17 A ?n OI L C BRIDGE F.F. _ ZINC CLADDING Elevation at Glass Partition Scale: l -117 _ IV STEEL STRJCUTRE WITH FIREPROOFING SUSPENDS GYP. BD. CEILING v M s Head at Glass Partition HORIZONTAL FIRE SPRINKLER CHASE WRAP ZINC CLADDING UNDER FURRNG AND RETURN TO GYP. BD. CEILING. CAULK JOINT. MIN. #' HEAT - STRENGTHENED GLASS IN STEEL FRAME. PROVIDE SILICONE SEALANT AT BUTT - JOINTS �\ TFP /CSC MODEL WS SPRINKLER HEAD PENDANT EA SIDE OF GLASS PARTITION. INSTALL IN ACCORDANCE A WITH ICC REPORT NER -516. PROVIDE STAINLESS STEEL 1 ESCUTCHEONS. stale:1-trr =17 CORRIDOR / B RIDGE F MIN. #' HEAT - STRENGTHENED GLASS IN STEEL FRAME. PROVIDE SILICONE SEALANT AT VERTICAL BUTT- JOINTS ZINC CLADDING A J' GYP BD ON FURRING CHANNELS BASE PLATE AND ANCHOR BOLT PER STRUCTURAL 6' METAL STUD CURB WALL CONCRETE TOPPING SLAB 2 3/4' RIGID INSULATION STRUCTURAL CONCRETE ON STEEL GYP. BD. CEILING FURR OUT WITH SINGLE 1 -1 X 6' METAL CHANNEL WRAP ZINC CLADDING UNDER FURRNG AND RETURN TO GYP. BD. CEILING. CAULK JOINT. 7 Sill at Glass Partition stelae:,.,,?• =,b' �- EPDXY PANT AT TOP OFFSETS (AT EA STUD) F OR SP Iii - Wil I I k, WE SLIP DETAIL ' 13 • +.. ....�. A130 Section Detail at Stair C Outside Wall Scale: 11/7 =1' -0' SOINI� SYSTEM ON CONC DECK AT UNIT - P COW ON I U2' MTL DECK 1 i C44 OX FOR SPACER FOR PLATE STRINGWIR COC IN M PAN LANDING OEM SIUPPM PER STAIR WG 214R SPRAY FOREPR ON WX12 AND DECK 214R &4AFT WALL "'GYP 50 ON SUSP MTL SYSTEM Detail at Stair C Scale: I IT =1' -0' RECESS MAT 5/8' INTO CONC FINISH MATERIAL i s 0/C. X EXTRUDED VINYL HINGE (FM1202A) 5 Mft 5PMP, 1 V2' 4 n 4 MINIMUM Q 4 BLOCK -OUT LEVEL BASE REQUIREMENTS BY OTHERS BALCO FMR -V FLOOR MAT OR APPROVED EQUIVALENT. 1 Floor Mat Det Scale: 3' =1'-0' 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com 0 UJ U z LU UJ >_ pro _oo � Zq UJQo =o UJN Q3Q Uo > U) M v/ � Q U JA job number 04070 issue date Permit set 01.29.07 Const. set 04.20.07 1 permit 2 add 3 05.10.07 add 5 06.08.07 Q add 4 rev 08.07.07 Revised Permit 12.14.07 meet true INTERIOR DETAILS sheet number A7.60 I 0 0 S s c v a U. 1; u FIREPLACE FLUE, PER MANUF 5PEG5 FLUE5 IN M 5HAFT5 WHEN PA551N6 THROUGH FLOORS ABOVE, TYP. RE: PLAN5. RE: 5Y5TEM NOTES ON A4— PREFAB FIREBOX, HEATILATOR NOVUS 3630 WITH 6A5 LO6 5ET, WESTERN PINE 30" • rFr r. 1 ') 5TONE VENEER HEARTH OVER SUPPORT BLOGKIN6 FOR PREFAB FIREBOX N REF PL0T5HEET A/4— AND A115_ FOR FLOOR A55EM131-Y DETAILS Typical Master Bedroom Fireplace Section �: r= V-w LT -320 PALL LIFT BY LIFT -TECH. ABOVE GEILIN6 W/ _ AGCE55 PANEL OF 6.5. ON PIANO HIN6E. CONTACT GL05URE INTERFACE L� GEILIN6 HEI644T5 VARY, REF RGP'S i GYP WALL BD FIN15H VERTICAL DOOR TRACK, MTL TO MATCH MANTLE WALL TYPE PER LOCATION WOOD SHELF: TWO %4 PLY WITH WD VENEER ON TOP 5URFAGE 5UPPPORTED BY WOOD FACE RAIL AND 51DE AND REAR CLEATS WD VEND PLYWD. W/ WD FACE TRIM 6x8' STEEL MANTLE ON G -5TUD FRAMING W/ 6B., TYPICAL PROVIDE BLOGKIN6 TO SUPPORT TV AND ELEGTRONIG5 VERTICAL 5LIDIN6 DOOR: 3/4" PLYWD, 3/8' 50 WD BLOGK5 GLUED TO PLYWO, MTL AN6LE TRIM AROl1ND E06E5 TO MATCH MANTLE METAL. IN51DE FACE OF CAVITY FACED WITH WD VENEER PLYWD. WD TRIM TO MATCH AT OUT5IDE GORNER5 WOOD SHELF: TWO 3 /4 PLY WITH WD VENEER ON TOP 5URFAGE 5UPPPORTED BY WOOD FACE RAIL AND 51DE AND REAR CLEAT5 FULL -DEPTH 5HELF BELOW T.Y. STONE VENEER ON GEMENTITIOUS BALKER BOARD ON 11/2 "x Ib 6a. METAL DECKIN6 6ROVT Ib 6a. MTL DEGKIN6, TYP AT FIRER-ACE HEARTHS 5TONE VENEER HEARTH ON CEMENTITIOUS BALKER BD ON SUPPORT FRAMING REF PLOTSHEET A/4._ AND Aq5— FOR FLOOR ASSEMBLY DETAIL5 Typical Living Room Fireplace Section i r 4' r ' �.► :_ _ "'• ' it O A7. 6� PREFAB FIREBOX: HEATILATOR NOV% 3630 WITH 6A5 LOG 5ET: WE5TERNPINE 30' 4' I N in REF RGP FOR GEILIN6 HE16HT5 T/O e STONE HEARTH - N 7 Typical Master Bedroom Fireplace Elevation scale:,rr= r o' FIREPLACE FLUE, PER MANS 5PEG5 FLUE5 IN W9 5HAFT5 WHEN PA551% THROUGH FLOOR5 ABOVE, TYP. RE: PLANS. RE: 5Y5TEM NOTES ON A4— " MIN CLEAR FROM FIREBOX TO GOM136TABLE5 NOT USED /7� ctl �t 5TEEL BASE FOR REF PLOT94EET A/4— AND AqS_ FOR FLOOR A55EM13LY DETAILS MANTLE ABOVE 3' -0 R O. 6' J-- REF ENL6 PLANS FOR DIMS 6 Typical Master Bedroom Fireplace Plan Scale: 1/2' = 1'-0' Typical Living Room Fireplace Section CEILING HE16HT5 VARY, REF RGP'5 FIREPLACE FLUE, PER MANUF 5PEG5 FLUE5 IN Wq 5HAFT5 WHEN PA%IN6 THROUGH FLOORS ABOVE, TYP. RE: PLAN5. RE: 5Y5TEM NOTES ON A4._ A -, PROVIDE 'F SENTINEL' AT ROOF DE516NED FOR OPEN 6A5 FIREPLAGE5 bx8" STEEL MANTLE 5TEEL HEADER OVER 5LIDIN6 6LA55 DOOR TRACK — TOP HUN6 5LIDIN6 6LA55 DOOR DEMI51N6 WALL WITH 3' CLEAR FROM FIREBOX PA RE -FAB FIREBOX, GONTEMPO PFM48 W/ DUCTED SLIDE GATE 3 DAMPER AT SIDE TOWARD5 OUTSIDE CL05E TO BOTTOM FOR O.A. 7 4' VERMICULITE CONCRETE T/O HE �AR�THo- 2 —0' AFF Y "A EXTEND 5TEEL MANTEL 01.29.07 '" ' '� " ' "'• FROM WALL TO WALL Permit 2 add 3 ' Il 5!8' RIO CEILING HEIGHTS STEEL��� Revised Permit _T T/0 MANTLE - 5' -1a AFF PREFAB FIREBOX: . HEAT461-0 5LIMLINE 550TR - DIRECT VENT 11 .A'_ N r -' 1 T/0 HEARTH EXTEND 5TONE HEARTH 2 -0' AFF FROM WALL TO WALL N 1 FIREPLACE FLUE, PER MANUF 5PEG5 FLUES IN M 5HAPT5 WHEN PA551N6 THROUC7Ff FLOORS ABOVE, TYP. RE: ` PLAN5. RE: 5Y5TEM NOTES ON A4.__ l r , " MIN CLEAR FROM FIREBOX \ TO GOMR6TABLE5 �� \ EXTEND STONE HEARTH FROM WALL TO WALL PREFAB FIREBOX: "0 HEAT461-0 5LIMLINE 550TR DIRECT VENT _ . �� _. 3 - 3''-11 5/8 R O 4 Unit 102 Master Bedroom Fireplace Plan & Elevation Scale: 1/4'= V-W EXTEND 5TEEL1 FROM WALL TO STEEL 51JRROUN PREFAB FIREBC HEAT461-0 SLIM DIRECT VENT EXTEND STONE FROM WALL TO FIREPLACE FLUE, PER MANUF 5PEG5 - FLUE5 IN M 5HAPT5 WHEN PA551N6 THROU61-1 FLOOR5 ABOVE, TYP. RE: PLAN5. RE: 5Y5TEM NOTE-5 ON A4 —_ ' MIN CLEAR FROM FIREBOX TO GOMBU6TABLE5 PREFAB FIREBOX: HEAT461-0 5LIMLINE 550TR DIRECT VENT EXTEND STONE HEARTH —� FROM WALL TO WALL 0 .._ _. _ } _ �_ __1 L I _ 2 R0. 12'-41/6 +!- i ALIGN 5TONE WITH FIN15H WALL Unit 101 Master Bedroom Fireplace Plan & Elevation Scale: 19' =1'-0' NOT USED RELOCATED TO A7.72 NOT USED A g RELOCATED TO A7.72 s aw a� a � AVW 137 main street, suite G004 box 5055 edwards, Colorado 81632 970.926.2622 rkd @rkdarch.com UJ U z W >_ �oo �Qo =o Wyk Q3Q Uo > /^ M Q U STAMP OF RECORD: V", job number 04070 issue date Permit set 01.29.07 Const. set 04.20.07 Al Permit 2 add 3 05.10.07 0 add 7 09.10.07 L1� Revised Permit 12.14.07A9 sheet title FIREPLACE DETAILS sheet number A7.70 Q HORIZONTAL POCKET— 5LIPIN6 FIREPLACE DOOR5 MANTLE ABOVE 5TONE HEARTH 4J" -- Unit 404 Plan & Elevation Scale, 11W 1*0 Ct FIREPLACE FLUE ENTERS A M GHA5E IN UPPER E E.6 LEVEL UNIT 403 AND Q'71 GONTINUE5 TO ROOF rp I 12'-2' 13 A1.1 ATIO J LINE OF FINISHED F- FLOOR ABOVE I A1.1.1 FULL-DEI:;TH GABINET5 FIREPLACE FLUE FROM BELOW IN M GHA5E TO ROOF FIREPLACE FLUE ENTERS M GHA5E AND GONTINUE5 TO ROOF 5LIVIN5 DOORS MANTLE ABOVE 5TONE HEARTH Unit 403 Plan & Elevation Scale:114' =1'0 NOTE: REF A1.10 FOR MATERIAL GALL-OUT5 5/0 GEILIN6 J 15' -6' A FF -UNIT 201 FIREPLACE FLUE IN M GHA5E -UNIT 206 FIREPLACE FLUE IN M GHA5E 5TEEL MANTLE TO MATCH FIREPLACE 5/0 5OFFIT &'-0* AFF T/O MANTLE 5'-1 AFF V —VERITGAL 5LIDIN67 DOOR W HOOD TILES AND ZINC EDGE T.V. CABINET T/O HEARTHJ 1'-4' AFF 1 V 5HELF BELOW, (F`ULL-DEPTH) lol-o" AFF IV B/O GEILINN� 5'-0" AFF T/O MANTLE EU4 J 5N-1' AFF NV TV GA13INET W SHELF BELOW (LEAVE FULL- DEPTH) T/O H EARTH 1-4 AFF V (FOR MATERIAL GALL -OUTS 5/0 GEILIN6A 15'-6' AFF FIREPLACE FLUE ENTER5 M GHA5E AND CONTINUES TO ROOF LINE OF FINISHED ------ FLOOR ABOVE a C01 Wi ti ' 1.1 2 49 - 9 00A *141 z Fil I N01MONW, "" 111 _- 4 4'-2 Ag PLANS & ELEVATIONS 7 Unit 402 Plan & Elevation Sc*: 13/0 CEILING 15 -6 AFF FIREPLACE FLUE ENTER5 Kq GHA5E IN UNIT AND GONTINUE5 TO ROOF LINE OF FINISHED FLOOR AT UPPER LEVEL UNIT 401 -2 5TORY 5PA6E A1.10 I $/0 GEILINEj &'-b' AFF V t7 4 - I 1 - I' - 10�' \� ' \\ I T/O MANTLE _A11 5'-1 AFF V F T/0 HEARTHJ, I' -4" AFF V NOTE: REF A1.10 FOR MATERIAL GALL -OUT5 ------ .4 qN. - -------- Scale: 1/4' 1-V E li 1 FIREPLACE FLUE ENTER5 4 W GHA5E AND GONTINUE5 TO ROOF 1 II LINE OF FIN15HED II FLOOR ABOVE \1 I Y -- — — — JI 111 J SOFFIT I'-b' AFF J M 5TONE HEARTH NOTE FIREPLAGE FLUE ENTERS GHA5E ABOVE AND G M ONTINUE5 TO ROOF HORIZONTAL POCKET 5LIPIN6 FIREPLACE DOOR MANTLE ABOVE V_ STONE HEARTH FIREPLACE FLUE ENTERS M GHA5E IN UNIT 402 ABOVE AND GONTINUE5 TO ROOF LINE OF FINISHED FLOOR ABOVE FLUE FROM UNIT 205 BELOW IN M GHA5E TO ROOF LINE OF T-b" SOFFIT ­ BUILT -IN 5HELVE5 AT FULL-DEPTH W ZINC NO51% VERTICAL 5LIDI %6 DOOR W 1400D TILES AND ZINC ED6E TV GA13INET TV SHELF, (LEAVE FULL-DEPTH BELOW 5HEI-F) FIREPLACE FLUE FROM UNIT 205 BELOW IN M GHA5E TO ROOF STONE HEARTH D 13/0 5OFFITOL 8'-6* AFF"-F T/O MANTLE 5-1' AFF STONE VENEER T/O HEARTH O L 1'-4' AFF \-IF Scale: 1/4' = IV 13 Scale: 1/4'­ 1' -0' TERIAL GALL -OUTS T/O FFo 10'-bw AFF 5/0 GEILI% 5TONE VENEER BELOW WINDOWS 28 Ag PLANS & ELEVATIONS X FIRER-AGE FLUE ENTERS TOP VENT-HORIZONTAL TERMINATION, M CHASE ABOVE, EXIT5 REF 5PEG5 FOP, GLEARANGE5 r FOR HORIZONTAL re LINE OF FINISHED TERMINATION, REF PLANS AT 0 A 11m FLOOR ABOVE FULL-DEPTH 5HELVE5 13/0 GEILIN6 V-6 AFF / VERTICAL 5LIDIN65 L? W P4000 TILES AND ZINC EDGE T/O MANTLE 77 1 P ELEVATIONS --TV CABINET W SHELF BELOW, (FULL- DEPTH) T/O HEARTH 1 AFF m HORIZONTAL POCKET SLIDING FIREPLACE DOOR TV VERTICAL 5LIDIN6 DOOR "s MANTLE ABOVE 5TONE HEARTH 4 01 21' 1 3 Unit 304 Plan &Elevation nD r . nc Al U C (D INIONNNINN" 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com 13/0 GEILIN(5,-6, 18 FIREPLAGE FLUE ENTERS M — GHA5E AND GONTINUE5 TO ROOF L FIREPLAC FLUE FROM UNIT 207 13EYOW V e, -112 LINE OF FINISHED FLOOR ABOVE A110 A110 2 STORY 5PAGE 5HELVE5, aj (FLU DEPTH) __ 4- VERTICAL SLIDING DOOR W I '� 1 1 i 1 \ HOOD TILE5 AND i : 0 ZINC EX-; t Al "fl-, I DOOR 4 TV CABINET L l TV SHELF, I'A i - F� "Ll _i2 (LEAVE FULL-DEPTH BELOW 5HELF) L FIREPLACE FLUE ENTERS Kq 6HA5E NOTE: REF ATIO FOR MATERIAL GALL-OUT5 ABOVE AND GONTINUE5 TO ROOF HORIZONTAL POCKET LINE OF FINISHED FLOOR ABOVE BUILT-IN 5HELVE5, FULL-DEPTH H/ ZINC NO5IW5 VERTICAL %101% DOOR W 1 TILES AND ZINC EDGE TV GA13INET TV SHELF, (LEAVE FULL-DEPTH BELOW 5HELF) BUILT-IN 5HELVE5, FULL-DEPTH W ZINC N05IN6 VERTICAL 5LIDIN6 DOOR MANTLE ABOVE 5TONE HEARTH Unit 206 Plan & Elevation Scale: 1/4'= 1V NOTE: REF A1.10 FOR MATERIAL GALL-OUT5 T/0 MANTLE 5 -I* Art -P T/O HEARTHJ, 1'-4' AFF IV REF A1.10 FOR MATERIAL CALL-OUTS FIREPLACE FLUE ENTERS M CHASE AND CONTINUES TO ROOF HORIZONTAL o 1 POCKET SLIDIWs 9:lQV1:M &^.I: nr/Ap Ag Unit 205 Plan & Elevation PLANS & ELEVATIONS Scale: 114' =1'-0' IN, $/0 SOFFIT T-b" AFF V T/O MANTL 5'-1" AFF wr/ T/O HE ARTH 1'-4' AFF 'IV w Z W W > _ C) o o U.1 > 0 WNW Q W J U� job number 04070 issue date Permit set 01.29.07 Const. set 04.20.07 A, add 7 09.10.07 Revised Permit 12.14.07 sheet tide FIREPLACE DETAILS sheet number A7.71 (0 2m Uni 303 Plan & Elevation Unit 302 Plan &E1evafion 111 --TV CABINET W SHELF BELOW, (FULL- DEPTH) T/O HEARTH 1 AFF m HORIZONTAL POCKET SLIDING FIREPLACE DOOR TV VERTICAL 5LIDIN6 DOOR "s MANTLE ABOVE 5TONE HEARTH 4 01 21' 1 3 Unit 304 Plan &Elevation nD r . nc Al U C (D INIONNNINN" 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com 13/0 GEILIN(5,-6, 18 FIREPLAGE FLUE ENTERS M — GHA5E AND GONTINUE5 TO ROOF L FIREPLAC FLUE FROM UNIT 207 13EYOW V e, -112 LINE OF FINISHED FLOOR ABOVE A110 A110 2 STORY 5PAGE 5HELVE5, aj (FLU DEPTH) __ 4- VERTICAL SLIDING DOOR W I '� 1 1 i 1 \ HOOD TILE5 AND i : 0 ZINC EX-; t Al "fl-, I DOOR 4 TV CABINET L l TV SHELF, I'A i - F� "Ll _i2 (LEAVE FULL-DEPTH BELOW 5HELF) L FIREPLACE FLUE ENTERS Kq 6HA5E NOTE: REF ATIO FOR MATERIAL GALL-OUT5 ABOVE AND GONTINUE5 TO ROOF HORIZONTAL POCKET LINE OF FINISHED FLOOR ABOVE BUILT-IN 5HELVE5, FULL-DEPTH H/ ZINC NO5IW5 VERTICAL %101% DOOR W 1 TILES AND ZINC EDGE TV GA13INET TV SHELF, (LEAVE FULL-DEPTH BELOW 5HELF) BUILT-IN 5HELVE5, FULL-DEPTH W ZINC N05IN6 VERTICAL 5LIDIN6 DOOR MANTLE ABOVE 5TONE HEARTH Unit 206 Plan & Elevation Scale: 1/4'= 1V NOTE: REF A1.10 FOR MATERIAL GALL-OUT5 T/0 MANTLE 5 -I* Art -P T/O HEARTHJ, 1'-4' AFF IV REF A1.10 FOR MATERIAL CALL-OUTS FIREPLACE FLUE ENTERS M CHASE AND CONTINUES TO ROOF HORIZONTAL o 1 POCKET SLIDIWs 9:lQV1:M &^.I: nr/Ap Ag Unit 205 Plan & Elevation PLANS & ELEVATIONS Scale: 114' =1'-0' IN, $/0 SOFFIT T-b" AFF V T/O MANTL 5'-1" AFF wr/ T/O HE ARTH 1'-4' AFF 'IV w Z W W > _ C) o o U.1 > 0 WNW Q W J U� job number 04070 issue date Permit set 01.29.07 Const. set 04.20.07 A, add 7 09.10.07 Revised Permit 12.14.07 sheet tide FIREPLACE DETAILS sheet number A7.71 (0 2m Uni 303 Plan & Elevation Unit 302 Plan &E1evafion "J a LL f In IN iN LL tj w 0 0 N Y. UNIT 404 FIRE FLUE IN M TEL) SHAFT IAALLTHRO" 4�1 FLOOR ABOVE, UNIT 304 FIREPLACE FLUE IN Will 2 HR RATED 5HAFT WALL LINE OF FINISHED FLOOR ABOVE 5HELVE (FULL-DEPTH) TYP. ,B/O CEILING VERTICAL 51.101% DOOR H/ HOOD TILE5 AND ZINC E06E, TYP T.V. CABINET SHELF BELOW, (LEAVE FULL DEPTH) F VERTICAL 5LIDIN(5 0 MANTLE A STONE ffi F.7 II � I II 1 1 A1.10 I A1.10 i I I -- _� � � �� I III e GHA5E TV 4 , -6 , 2 STORY 5PAGE Unit 405 Plan & Elevation FIREPLACE FL HORIZONTAL T PER MANUF 5F FIREPLACE FL C+tk5E FROM I 5TEEL MANLE STONE VENEEF Scale: 1W = IV STONE HEAR �A I MAE FIREPLACE FLUE IN Kq CAA5E FROM BELOW STONE VENEER. MANTLE ABOVE 5TONE HEARTH REF 5/A1.12 FOR OUTLINE 5g" Unit 208 Plan & Elevation Scale: 1/4' IV BUILT-IN 5HEVE 5TEEL MANTLE VERTICAL SLID HOOD DOOR W HOOD TILE5 At 5TAINLE55 E06 TV GAE31NET W 5HELF BELOW, (LEAVE FULL-0 STONE HEARTH Unit 208 Plan & Elevation Sc* 1/4* =1 b' M lFrViiii: cam a *T.��� B'0_ 6 'L "6 T/O MANTLES 5 AFF V LINE OF FINISHED ( FLOOR ABOVE FIREPLACE FLUE FIREPLACE FLUE FROM UNIT 206 IN M GHA5E TO ROOF VERTICAL SLIDING HOOP DOOR w HOOD TILES AND ZINC MANTLE ABOVE — STONE HEARTH, — EXTENDS TO WALL 5TEEL MANTLE STONE VENEER 5TONE HEARTH PREFAB FIREEX HEATILATOR IC4 5TONE HEARTH MANTLE ABOVE Unit 207 Plan & Elevation NOTE: REF A1.10 FOR MATERIAL CALL -OUTS Scale: 114* = IV Unit 102 Plan & Elevation Scale: 1/4'= IV Unit 101 Plan Elevation T/O FF 10'--b' AFF B/O GEILIN67 LINE OF T-b" SOFFIT –FLUE ENTERS Kq GHA5E AND CONTINUE5 TO ROOF TOP VENT-HORIZONTAL TERMINATION, F�� 5PEG5 FOR GLEARANGE5 T/O M ANTLES 5'-1 AFF IV T/O HEARTHJ, 2'-0" AFF V 5TONE VENEER EX15TINC7 CONCRETE WALL MANTLE ABOVE 5TONE HEARTH IO ` I i � � ,, ___ --� (oil L STEEL MANTLE AND 5TEEL 5W PREFAB FIREa NONA6 3853 HI 5ET: VE5TERNF 5TONE HEARTH FIREPLACE FLUE, PER MANUF 5PEG5 FLUE5 IN M 5HAFT5 WHEN PA5511467THROUGH FLOORS ABOVE, TYP. RE: PLANS. RE: 5Y5TEM NOTES ON A4_ PREFAB FIREBOX: HEATILATOR NOVU5 3833 WITH C7A5 L066ET: WE%ERNPINE 30" (Oil Scale: 1/4" = 1b' HORIZONTAL 51-IDINC7POCKET FIREPLACE DOOR5 B/O GEILIN& JA 1 1'-5" AFF IV U CJ 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com job number 04070 issue date Revised Permit 12.14.07 sheettitle FIREPLACE DETAILS sheet number A7.72 NOTE: REF A1.10 FOR MATERIAL GALL-OUT5 LL 0 CL lu 00 TILE ON WATER PROOFING AND V-41 SUBBASE PER WATER FEATURE DES 2' STONE CAP AND FACE IGN GROUT WATER CEMENTITIOUS BACKER BOARD —MTL STUD FRAMING STRUCTURAL SLAB ON MTL DECK Lo Pool Edge Detail� Scale: 1'= IT A 3 M-1 Men's W Scale: 114* =17 5 Wallcovering WC -I Mirror Decorative Stainless Steel Counter and Self-Rimming Sink Plumbing Access Panel 111allcovering WC -1 I2xI2 Tile Decorative Sconce Towel Dispenser 111allcovering WC-1 Stainless steel V­ 7 Self-Rimming Si 4 Counter -' Plumbing Shield I2xI2 Base TI P-LAM CLOSURE TRIM A 3 M-1 Men's W Scale: 114* =17 5 Wallcovering WC -I Mirror Decorative Stainless Steel Counter and Self-Rimming Sink Plumbing Access Panel 111allcovering WC -1 I2xI2 Tile Women's S Scale: 114* = IT Wallcoverine X-1 Mirror Stainless Steel Counter and Self- Rimming $Irk Decorative Sconce Plumbing Access Panel Wallcovering WC-1 12A2 Tile Men's N Scale: 1W = IT Men's and Women's E Scale: 1/4'= 17 LUallcovering X-I T owel Dispenser Decorative Sconce Stainless Steel Counter and Self-Rimming Sink Plumbing Access Panel 12xI2 Tile Women's W Sc*:I/,r=ir Panel Door Wood T5D 111a llcovering WC-1 12 x 12 Base _ Tile Men's and Women's East J, Women's S Scale: 114* = IT Wallcoverine X-1 Mirror Stainless Steel Counter and Self- Rimming $Irk Decorative Sconce Plumbing Access Panel Wallcovering WC-1 12A2 Tile Men's N Scale: 1W = IT Men's and Women's E Scale: 1/4'= 17 LUallcovering X-I T owel Dispenser Decorative Sconce Stainless Steel Counter and Self-Rimming Sink Plumbing Access Panel 12xI2 Tile Women's W Sc*:I/,r=ir Panel Door Wood T5D 111a llcovering WC-1 12 x 12 Base _ Tile Men's and Women's East RECESSED FLOOR MAT -------- --------- IX WD TRIM WITH W AND 5NOWBOARD BRACKETS 112' BACKING LET INTO SIDES 3/4'F-LAM VERT$ AND TOP WD VENEER DOORS ON 3 HEAVY DUTY EUROPEAN HINGES EA FLU5HBOLT6 ON ONE LEAF AND KEYED LOCK ON OTHER 4-4 d Lobby Floor Plan Scate:114'=1'0' iRA5 BAR TYF. BAR TYP. 4-j -C 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com 0 Uj z w Uj > 0 U) z Uj > 0 J 0 Uj U W j > issue date Permit set 01.29.07 Const. set 04.20.07 permit 2 add 3 05.10.07 Revised Permit 1 2.14.07 Rev. Permit Resp. s title LOBBY ENLARGE PLAN AND INT EL sheet number A7,80 V­ 7 P-LAM CLOSURE TRIM CEILING IX WD TRIM WITH SKI IX WD TRIM WITH SKI AND SNOWBOARD AND 6NOW5OARD BRACKETS BRACKETS CU551ES BEYOND Cjj55IE6 (8) COAT HOOKS ON 3/4' P-LAM VERT$ DOOR cA AND TOP 1/2' BACKING LET INTO SIDES 500T SPACE. ALLOW FOR BOOT WARMER PIPES IN REAR COORD W1 CONTRACTOR TREX OR EQUIVALENT W1 TREX OR EQUIVALENT VERT SUPPORT AT SIDES ADJUSTABLE LEGS (STAGGERED o= .: - TO M156 ADJACENT CABINET LEGS RECESSED FLOOR MAT -------- --------- IX WD TRIM WITH W AND 5NOWBOARD BRACKETS 112' BACKING LET INTO SIDES 3/4'F-LAM VERT$ AND TOP WD VENEER DOORS ON 3 HEAVY DUTY EUROPEAN HINGES EA FLU5HBOLT6 ON ONE LEAF AND KEYED LOCK ON OTHER 4-4 d Lobby Floor Plan Scate:114'=1'0' iRA5 BAR TYF. BAR TYP. 4-j -C 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com 0 Uj z w Uj > 0 U) z Uj > 0 J 0 Uj U W j > issue date Permit set 01.29.07 Const. set 04.20.07 permit 2 add 3 05.10.07 Revised Permit 1 2.14.07 Rev. Permit Resp. s title LOBBY ENLARGE PLAN AND INT EL sheet number A7,80 42' -8' 14' -49' j 18' -11' 1 _ 9 -4' - �- - - -01, 20 21 ___ -____ $�- 1 I 4' `r i 1 IExI 1 1 ! 1 1 1 I � I I 1 1 1 W4a " -- 1 i i i I I I I j E 0 _ 2ni s 1 01 L and 102L Plan : ll4' =1b' g_ ` NOTE DETAU.S OHM ACCESSW RECUM PPVW" FOR TYPICAL FIXIIJRE6 AND ACCESSORIE6 DASHM LNE6 I:Ef'W" BLOCKWs REa OREMEM FOR ACCESSW tADAPTABLE MTP40" c ACTUAL PLAN 1 WALL LAYOUT MAY VARY U418 "M FOR GRAPHIC FII WOSES ONLY " MIN �'�.. MIN 42" MIN MAX 1 � m s �. 12' MAX 4" MIN 4" M t 9HOIUER - -- CONTROL m .__...__AREA FOOT OF TUB BACK OF TO 12" MI WAD CF TUB UNIT PLAN KEYNOTES: ---Ej 1. ELECTRICAL PANELS 2. CLOSET ROD AND SHELF 3. BLOCKING FOR GRAB BARS 4. UPPER CABINETS 5. CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBILITY AT FIXTURES AND APPLIANCES. 6. ALIGN FIN OF WALL WITH FIN OF COL WRAP 1. RATED COLUMN WRAP CB TYP. 8. SOLID WD 8X8 COLUMN TYP INSIDE TALL WINDOWS AT VERT MULLIONS. RE: 5 /A150 11 5 FIXED SHELVES XX DOOR TAG ( REF SWEETS Ala= - A930) Pl < WALL, ROOF, 4 FLOOR ASSEMBLY TAGS (REF SWEET A4.10) ALL UNIT INTERIOR WALLS ARE W4 NON -RATED U.N.O. WITH WALL TAG REPRESENTS WOOD FLOOR REPRESENTS TILE FLOOR REPRESENTS CARPET (EXCEPT AT OUTDOOR PATIO) ENLARGED UNIT PLAN GENERAL NOTES: 1. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES CONTAINED _ WITHIN THESE CONSTRUCTION DOCUMENTS IMMEDIATELY TO THE ARCHITECT. 2. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES IN DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT AND RESOLVED PRIOR TO COMMENCEMENT OF WORK 3. ALL DOORS HAVE 4' RMRN OR ARE CENTERED WITHIN WALLS, UNA. 4. ALL DIMENSIONS TERMINATING THUS: ARE FROM FACE OF STUD, FACE OF CONCRETE, ETC., ARE FROM CENTERLINE OF GRID, WINDOW, COLUMN, ETC. ARE TO FACE OF GYP BD OR OTHER BASE FINISH MATERIAL 5. PROVIDE ALL NECESSARY BLOCKING: IN STUD WALLS AND CEILINGS FOR BUT NOT LIMITED TO, FWA BATHROOM TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, BUILT -INS, AND COUNTERTOPS. - 6. ALL UNITS HAVE TWO (2) FWA SPECIFICATION TYPE 'B' BATHROOMS (ONE (1) POWDER ROOM AND ONE (1) MASTER BATHROOM) AND ACCESSIBILITY FOR KITCHENS AND LAUNDRY APPLIANCES. 1. ALL FHA BATHROOMS HAVE REMOVABLE CABINETRY AT SINKS FOR KNEE CLEARANCES. 8. PROVIDE 6' STUD WALLS AT ALL POCKET DOORS, PLUMBING WALLS, AND AS SPECIFIED BY ARCHITECTURAL. OR STRUCTURAL DRAWINGS. REFERENCE DOOR AND WINDOW SCHEDULES ON SHEETS AWO THRU A'BO4 FOR SPECIFIED SIZES, TYPES, MATERIALS, AND FIRE RATINGS. 10. REFERENCE INTERIORS DRAWINGS FOR INTERIOR ELEVATIONS 11. ALL UNIT INTERIOR WALLS AIE W4 NON -RATED UN.O. WITH W sg�j t 12. ALL STRUCTURAL STL COLUMNS TO BE WRAPPED WITH CBI EXCEPT WHEN SUPPORTING ROOF ONLY, WHICH IS ONE dimensions have changed 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com W U z UJ UJ >_ Q 10 U) w �a UJ QO z0 UJyk Q W J o > U� rn M Q U job nur issue date Permit set 01.29.07 Const. set 04.20.07 Al add 7 09.10.07 Revised Permit 1 2.14.07 sheet title UNITS 101 8102 ENLARGED PLAN sheet number A.00 e — BELOW -_ _ j -_ Q on - -- FASTER WRAP EX AND BEDROON9 I _.-- __ I e 1 ® O ALIGN 1 ® 2 - �- OW / I 13EL EX �' - � Q ALIGN -- M- I was I a ALIGN I MASTER BATHROOM / FINISH -- �_._ v -- a n6.0 o ® 8' — t - -- -- - 5'-6g' f 4' -9' Ilk r 23 {' 5' -4j' -�_ - -- uga e 5' -1 ' MT 1 02U UMT I `� -- 25 -- I l' -2j't WAY 0 F0470 I O e 2 I CLOSET ALIGN WITH 35 — - - -- r- 25 22 �j 0 U �j 3 6 I ® ) M w � U 11 WALLS \ _ V A8.02 2l ^— - BELOW i CLOS _ 23 3 28 0 0 0 I I BATHROOM _ _ _ __��______. _ � 4' IT o — b 4 I I I I I I lg NIWAY 20 _ ® / I 0 wc DN LOFT 6ArHROOM 2 1 li A I r\2 4 ® - - I ` �000 0 y" ( i I 33 32'j�4 ' D LOW BELOW / Cz s BELOW fv ZELOW TOOPNYs '_0 CONC OP / \ EX. G.B. I PATCH " 4 STAIR E S R F �` -- I f ( � BELOW \ 0 I I I f Units 101 Upper and 102 Upper Plan Scale: 114' = t'0' NOTE MTAU SNOW ACCESOW 1 O FOR TYPK.4L. FIXIIJREB AND ACCES80M DASHED LEES REPREW BLOCKING REQAREMMS FOR ACCESSIBLE t ADAPTABLE 5 RESTROOMS c s ACTUAL. PLAN / WALT. LAYOUT MAY V ARY UA" "M FOR GRAPHIC PURPOSES ONLY 12" MAX 24" MIN ;24" MA X 12" MIN I - , ,}• _ , HOW :ONTROL REA FOOT OF TUB BACK OF TUB I EAO OF TO UNIT Pl_AN KEYNOTES: ---Ej I. ELECTRICAL PANELS 2. CLOSET ROD AND SHELF 3. BLOCKING FOR GRAB BARS 4. UPPER CABINETS 5. CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBILITY AT FIXTURES AND APPLIANCES. 6. ALIGN FIN OF WALL WITH FIN OF COL WRAP 1. RATED COLUMN WRAP CB TYP. 8. SOLID WD 8X8 COLUMN TYP INSIDE TALL WINDOWS AT VERT MULLIONS. RE: 5 /A150 9. 5 FIXED SHELVES XX DOOR TAG (REF SWEETS A - A930) WALL, ROOF, < FLOOR ASSEMBLY TAGS (REF SHEET A4.10) ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UNA. WITH WALL TAG REPRESENTS WOOD FLOOR REPRESENTS TILE FLOOR REPRESENTS CARPET (EXCEPT AT OUTDOOR PATIO) ENLAf CSEP UNIT PLAN GENERAL NOTES: 1. THE CONTRACTOR $WALL REPORT ANY DISCREPANCIES CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS IMMEDIATELY TO THE ARCHITECT. 2. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES IN DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT AND RESOLVED PRIOR TO COMMENCEMENT OF WORK 3. ALL DOORS HAVE 4' RETURN OR ARE CENTERED WITHIN WALLS, UN.O. 4. ALL DIMENSIONS TERMINATING THUS: ARE FROM FACE OF STUD, FACE OF CONCRETE, ETC., AIE FROM CENTERLINE OF GRID, WINDOW, COLUMN, ETC. ARE TO FACE OF GYP BD OR OTHER BASE FINISH MATERIAL 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS FOR, BUT NOT LIMITED TO, FHA BATHROOM TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, BUILT -INS, AND COUNTERTOP$. 6. ALL UNITS WAVE TWO (2) FHA SPECIFICATION TYPE 'B' BATHROOMS (ONE (1) POWDER ROOM AND ONE (1) MASTER BATHROOM) AND ACCESSIBILITY FOR KITCHENS AND LAUNDRY APPLIANCES. 1. ALL FHA BATHROOMS HAVE REMOVABLE CABINETRY AT SINKS FOR KNEE CLEARANCES. 8 PROVIDE 6' STUD WALLS AT ALL POCKET DOORS, PLUMBING WALLS, AND AS SPECIFIED BY ARCHITECTURAL OR STRUCTURAL DRAWINGS. 9, REFERENCE DOOR AND WINDOW SCHEDULES ON SHEETS A920 THRU A924 FOR SPECIFIED SIZES, TYPES, MATERIALS, AND FIRE RATINGS. 10. REFERENCE INTERIORS DRAWINGS FOR INTERIOR ELEVATION$ 11. ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UNA. WITH WALL TAG 12. ALL STRUCTURAL STL COLUMNS ' To BE WRAPPED WITH Cdl (TWO HOUR, EXCEPT WHEN SUPPORTING ROOF ONLY, WHICH IS ONE H 7 dimensions have changed I V 137 main street, suite G004 box 5055 edwards, Colorado 81632 970.926.2622 rkd@rkdarch.com v / w U \ W UJ > Q�0 v / z W W >0 ly.QJ \ 0 W U N 0 W J Q Q O > U rrnn M VJ r Q U issue date Permit set 01.29.07 Const. set 04.20.07 Al add 7 09.10.07 Revised Permit 12.14.07 sheet ttne UNITS 101U & 102U ENLARGED PLAN sheet number A8 ,01 PAINT -- LIGHT _ T -22 -- PANT--- - T -18 • •• p� t # 4 } 4 f .s ..-- ..._._. ..--., REC 7GD a.. :d,i 1. d °.I '�2 y . { .s z fro �'`-� 1 s T I ` a } €} t t # t F %. -.q * q ... ._ . __ i b 4 � :' • -' > -a ;i.�. � �� $ t �,§ 3b4 � ?4: ya WD FRAME F z E.,. °b-J 1 .. 1 4 t d o-- ^Ff §5 RROR / W „I,•�1 24 BR:: f/ /i TOWI =L \ t PAINT 36 TOWEL A TOWEL NOOK i€ # ,} -t /" BAR '< -a 5,., -, #: f a[<`.Z a¢ -'�"" 7 rj q ' s ' L ,Y. _..._. i - PAINT r = SCON -t°+ - - � _ r tl a � -,. _ t : COUNTER \ : d ' t # TOP BACK t s "'� #` 11 GRANITE q ( GRANITE TOILET SPLA 5 l .-... VENEER t,. p S A PAPER ( T� _ a ,;y '. c COUNTERTOP e Q ___ "' V ENEE R v �L _t . _ ___ __ _ # r } §L COUNTERTOP T -18 - t B - _ _ TOILET tL T-18 '::k:` ' HOLDER „.1 _ WD -6 e / f. i HOLDER _.. REMOVEABLE VICHE ` g DRAWER 12' DEEP - 2'_0 - - "' / } f s , — i — WD -6 s t47 . �p a r-- T FLOOR 45ASE T -20 EQ I EQ 2' -b' -.- - ��" - -- FLOOR t BABE T -10 -- 31 �01 r 1'-6 BASE T -21 BASE T -21 UNIT 101 / 6ECON ARY 5ATH #012 l '5'J 0 012 SECONDARY MATH 0 1012 SECONDARY BATH 0 012 UNIT 101 / POWDER W W14 l ec '5') POU% R IQI 1 0!014 9/t3• • t' -m' (��S�� 3 3/8' • 1' 4 9/8' • 1' S sia' • 1' 8 pie• • 1' -m' TILE _.____ _ PER OPTION SCONCE PAINT - `._ f __ . __ �_ UPPER CABINET UPPER CABINET TOWEL FILLER e / F OK HO b PAINT PAINT 0 / e \\ NO e I 1 � ELECTR BACK PANEL - - - TOILET SPLASH _ o x - / PAPER 137 main street, suite G004 •� a -f a I T HOLDER � e� � � box 5055 — ITT � - WOOD AND i3 1 - t ._ ._ I WOO AND -I i3 edwards, colorado 81632 __ D >€ r s S - 1 n \ - -- MET BASE METAL BASE A / _ S AL n i bo - - 970.926.2622 - - I a } _. _ _ rkd @rkdarch.com BASE : ; r PER OPTION I' -6' 2 -23, --- BASE T -21 - FLR =PATTERN W/ T - t T - - - -- BASE T - �101 / LAUNDRY RM "1013 LAUNDRY RM 0 013 UN 102 / POURER RM 0 021 l '5') POUIDER R!"1 0 !0 21 PO WDER RM 0 1021 14 , • t ,�, 1 � 3 . I' Wa , , r _ m , 20 $�.. � UNIT 102 / LAUNDRY RM 0 022 LAUNDRY Rl"I 0 !022 Z1 ��• . r -m. 22 sia• . r - m' 0 PAINT - LIGHT - PANT PANT T -18 PAINT T -18 _PAINT ___ PAINT - -- LIGHT PAINT T -IS . rt y � t•: e , . � } , S y.z. : f : i �. �,�� ; � �. # � ;�a 4> f 24 T OWEL ?' 24 TOWEL a' :.%..,° a z d W {.'� y . q / f, I 1 E .a,� -:. 1 / a =� BAR } , f� BAR / -" t.. 1. ff « , ri, {..1 $. , . 4 .; ..G . ` , a $�a"«b a �. Ra + �' " 2 k $ � OUNTER { � .P t� UJ > I Ti .. .a.1. j. ... 'rre =c i . L. ° is °'Ta s_y}S { 3 ! y iV ..f- TOIL .� �: f oP s - p. t, LE , , s, «q. i 3 " 1 1f f. _ _ _ as - :.:+� "�',' '-i' y CA —1 : �i.. . PAPER 1 {.r... `. i ,.... '« v.= y :L y. -.`�. "i-!. .'�.. ..%< ' _J., r "� i �`-. t w r- I �-°� �: � �. a 1 '- :.ts* � � � � {� ' #,.,. j.. ... .,.. ._ .;.... �,t �. } r`r.{., ._., ++:. > . .� -+ qr `°§ t.. .g-a r f " t -".' a � .« . ..r`.� .� �... . q -._f � m„ � *§€ � _L.? HOLDER .� . >' « s - ,`..'tom. �; .2.. J PAPER ; {x.t . :. s 4. "r"- ...ft .At ..b.} . :. per°'. g. v .r .. : .. _ t .,... r ,. ±b <, ...., ... p: . -L a R �. 'f T bFP'e1 Y � � 0 l ;. . € ;+ d �r. � _ , +� . Y�.� : - � §�. : � �: alp _ __ HOLDER -- __ ?� «.b. „,,, . {..: -.� <. >7✓"k -.� W ` *��z? g;> r r.ta � P w ' i o” r T _ W > o NICHE 2' -0' NICHE II 0 FLOOR t BASE T -18 -- 1' -6' 2' - 6' (' BASE T -18 __ ___._.FLOOR t BASE T -18 / � _- - FLOOR t BASE T -IS ._._._.. v ATH 0 !021 S A Y ATH 0 1021 SECONDARY BATH 0 049 SECONDARY BATH 0 049 SECONDARY BATH 0 1049 SECONDARY BATH 0049 w N •► UNIT 102 / SECONDARY 5ATH 0 1021 BATH 0 102"1 5 E� R M W J 23, • t,�, 8S��ARY SSE?�NDAIIY . 26 pia• . t'-m• 2� , • i ,�, 28 gia• • r-m• 29 pia• . r -m• 30 pia• r_m• Q RECESSED CAN LIGHTS — 36' TOWEL BAR - 24' TOWEL BAR _. ___ 24' TOWEL BAR _ __ . _ - _ I ___... _ RECESSED CAN LIGHTS c - - - t- r DECORATIVE TILE U) (PER OPTION) PAINT WALL BEHIND TUB MAKE -UP MIRROR I - \ } PANT AND SHOWER A I i i COUNTERTOP I (PER OPTION) --- --- -� - MAIN TILE (PER M (PER PAINT----/ cp OPTION) MAIN TILE I REMANNG WALLS Mn MAIN TILE (PER - -; _ OPTION) OPTION) REMAINING WALLS / 6 } i> STAMP OF RECORD: MAIN TILE BASE - MAN TILE BASE - -- � , .. .. WD. PER OPTION ( -6' CABINETS PER MANF. UNIT 101 / MASTER 5ATH 0 039 UNIT 101 / MASTER 5ATH 0 039 UNIT 101 / MASTER 5ATH 0 039 UNIT 101 /ASTER BATI -1 +Yd39 1 M 31 p,•t1� 32 �ie••r -o, 33 �ia.•r -m' 34 sia.•�,_m. rv, �r � , RECESSED CAN LIGHTS _____.___ RECESSED CAN LIGHTS - - -- 4 mi 1 \ 1 %k DECORATIVE TILE - o� WOOD - -__ Al .._ ..: _ �_.�w �_. /PER OPTION) TILE 1 MAIN (PER OPTION) � t _ _ _ / (PER OPTION) WALL BEHIND TUB _ __..;_. .._. \ _ . _ _ issue d job number 04070 _s e E x = - WALL BEHIND TUB / AND SHOWER _ _ 3 A -- WOOD CABINETS SHELVING UNIT -- �- TM WOOD CABINETS j I f \ SURROUNDING VANITY I SURROUNDING V ANITY ALL WALLS TO BE 24' TOWEL BAR T } I PAINTED AT WC COUNTERTOP add 5 06.08.07 (� (PER OPTION) add 6 06 25 07 f 0 C� I TOILET I - - - - '- 6 MAIN TILE (PER OPTION) _ \\ I I - -PAPER O - - _ _ MAIN TILE (PER OPTION) �: -- -- HOLDER _ -- REMAINING WALLS add 7 09.10.07 REMANNG WALLS 1 I \ _ Revised Pe rmit R 12.14.07 \__ ___._ _ T _ -_._ _ , WD. PER OPTION sheet title IT o CABINETS PER MANF. UNIT 101 &102INT ELEV sheet number UNIT 102 / MASTER MATH 0042 36 UNIT 102 / MASTER 5ATH 01042 3� UNIT 102 / MASTER 5ATH 0 042 UNIT 102 / MASTER 5ATH 0 042 35. gia .t -m• sie •t -m• 38 ��••�' -m' A 0 v 0 a` v 0 m 3 v a d n a u n e n a GRAB BAR GUIDELINES: r NOTE DETAILS SHOUT ACCE551BLE REQUIRED DIMENSIONS FOR TYPICAL FIXTURES AND ACCESSORIES DASHED LINES REPRESENT BLOCKING REQUIREMENTS FOR <_ ACCE651BLE 4 ADAPTABLE RESTROOMS s ACTUAL PLAN 4 WALL LAYOUT MAY VARY WALLS SHOW! FOR GRAPHIC PURP05ES ONLY FOOT OF TUB 54" MIN 0 12 "; 42 M!N __. MAX I m 12" MAX 124" MIN 4" MAX! , HOWER - r :ONTROL m I 1REA _ BACK OF TUB I UNIT PLAN KEYNOTES: __ 12" MI HEAD OF TUB I. ELECTRICAL PANELS 2. CLOSET ROD AND SHELF 3. BLOCKING; FOR GRAB BARS 4. UPPER CABINETS 5. CLEAR FLOOR SPACE REQUIRED FOR ACCE55151LITY AT FIXTURES AND APPLIANCES. 6. ALIGN FIN OF WALL WITH FIN OF COL WRAP 1. RATED COLUMN WRAP CB TYP. 8. 50LID WD 8X8 COLUMN TYP INSIDE TALL WINDOWS AT VERT MULLIONS. RE:5 /AlBO 9. 5 FIXED SHELVES XX DOOR TAG (REF SHEETS A900 - A930) l u—ix] WALL, ROOF, 4 FLOOR ASSEMBLY TAG5 (REF SHEET A4.10) ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UN.O. WITH WALL TAG REPRESENTS WOOD FLOOR REPRESENTS TILE FLOOR REPRESENTS CARPET (EXCEPT AT OUTDOOR PATIO) ENLARGED UNIT PLAN GENERAL NOTES: 1. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS IMMEDIATELY TO THE ARCHITECT. 2. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES IN DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT AND RE50LVED PRIOR TO COMMENCEMENT OF WORK 3. ALL DOORS HAVE 4' RETURN OR ARE CENTERED WITHIN WALLS, UN.O. 4. ALL DIMENSIONS TERMINATING: THUS: ARE FROM FACE OF STUD, FACE OF CONCRETE, ETC., ARE FROM CENTERLINE OF GRID, WINDOW, COLUMN, ETC. ARE TO FACE OF GYP BD OR OTHER BASE FINISH MATERIAL 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILING5 FOR, BUT NOT LIMITED TO, FHA BATHROOM TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, 5UILT -IN5, AND COUNTERTOPS. 6. ALL UNITS HAVE TWO (2) FHA SPECIFICATION TYPE 'B' BATHROOMS (ONE (1) POWDER ROOM AND ONE (1) MASTER BATHROOM) AND ACCESSIBILITY FOR KITCHENS AND LAUNDRY APPLIANCES. 1. ALL FHA BATHROOMS HAVE REMOVABLE CABINETRY AT SINKS FOR KNEE CLEARANCES. 8. PROVIDE V STUD WALLS AT ALL POCKET DOORS, PLUMBING WALLS, AND AS SPECIFIED BY ARCHITECTURAL OR STRUCTURAL DRAWINGS. 9. REFERENCE DOOR AND WINDOW SCHEDULES ON SHEETS A9.00 THRU A9 .04 FOR SPECIFIED SIXES, TYPES, MATERIALS, AND FIRE RATINGS. 10. REFERENCE INTERIORS DRRAWING5 FOR INTERIOR ELEVATIONS 11. ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UN.O. WITH WALL TAG 12. ALL STRUCTURAL STL COLUMNS TO BE WRAPPED WITH CBI (TWO HOUR, EXCEPT WHEN SUPPORTING ROOF ONLY, WHICH 15 ONE HOUR). � Unit 205 Plan sceie: u4 = �ro� 1- 137 main street, suite G004 box 5055 edwards, Colorado 81632 970.926.2622 rkd@rkdarch.com 0 UJ U Z W UJ > Q 10 - � G U) Z 4 w QO z0 WNW pwJ Q o> U� /^ M v! � Q U STAMP OF RECORD: "A f L_� job number 04070 issue date Permit set 01.29.07 Const. set 04.20.07 Al Revised Permit 12.14.07 sheet We UNIT 205 ENLARGED PLAN sheet number A8.10 x ^ u) C> 2 9�1 tl CI RECESSED CAN LIGHTS PAINT OPTION 'B' COUNTERTOP CsRAN COUNTERTOP AND APRON SLAB - POL. T18 - 2 X 12 IN BASE TILE - TIO 644 HONED, EASED EDGE - --------- TOILET - - _ PAPER FLUSH VENEER (o SIDES TO To HOLDER RECESSED ROPE LIGHT IN FRONT WOOD LIGHT SIDE WALLS - PANT, WITH MAN TILE BASE v-0. CABINETS PER — MANUFACTURER WOOD PER OPTION * UNI T �29 * MA / 5 �AT W 0 �21 0 �t (O �n'W �0 I �ct d 3 �d) 3)w•1'-w 0 UNIT 205 MASTER BATH 0 210 (Option '5' Depicted) ACCENT TILE- T18 - 2XI2 IN OVERLAP RUNNING BRICK PATTERN WALL TILE - TIO I2x24 ACCENT TILE CsRAN COUNTERTOP AND APRON T18 - 2 X 12 IN OVERLAP RMIWj BRICK PATTERN - --------- FRAMELE55 FLUSH VENEER (o SIDES TO To GLA55 SHOWER ENCLOSURE OW CADW WMO~ M= DONAORR b ;wg U'11 ww fflup" MA((E-.Up \\ \ PANELS AND FILLERS ;r 4r-- MIRROR SEE PLAN 2 2' -O" 7-3 ---- 4'ZNC; BASE-- UNIT 205 KICHEN V_ o o o o __' --- i I o o r LIGHT SIDE WALLS - PANT, WITH MAN TILE BASE v-0. CABINETS PER — MANUFACTURER WOOD PER OPTION * UNI T �29 * MA / 5 �AT W 0 �21 0 �t (O �n'W �0 I �ct d 3 �d) 3)w•1'-w 0 UNIT 205 MASTER BATH 0 210 (Option '5' Depicted) ACCENT TILE- T18 - 2XI2 IN OVERLAP RUNNING BRICK PATTERN WALL TILE - TIO I2x24 IRECE55ED ROPE LIGHT ACCENT TILE CsRAN COUNTERTOP AND APRON T18 - 2 X 12 IN OVERLAP RMIWj BRICK PATTERN - --------- FRAMELE55 FLUSH VENEER (o SIDES TO To GLA55 SHOWER ENCLOSURE OW CADW WMO~ M= DONAORR b ;wg U'11 ww fflup" SURROUNDS, BACK PANELS AND FILLERS ;r 4r-- SEE PLAN 2 2' -O" 7-3 ---- 4'ZNC; BASE-- UNIT 205 KICHEN IRECE55ED ROPE LIGHT TUB DECK AND BENCH TIO 6X24 4 I4x24 SHOU MATCH WALL A( POLISHED UNIT 205 MASTER BATH 1*210 (Option '5' Depicted) 3)wnl'-& MAKE-UP MIRROR BASE TILE TIO (ox24 TI0-P-1x1 FRAMED SLIDING GLASS DOO SECONDARY BATH 0 213 36' TCU WOOD CABNE SURROUNDING FLOOR - TIO 12 X24 24' TOWEL 5AF COUNTERTOP 45ACKSPLASH 6-1 WD -6 FLOOR AND BASE T1044 4 12xI2 SECONDARY SAT 0 213 SECONDARY BATH +'213 LIGHT PAINT -- T184 x 12, -- "\IIRICK PATT POL COUNTER 4 BACK5PLASH T-3 TOILET PAPER HOLDER _j C4 z WD _( T1844 4 12xI2 SECOND IIAT14 0 �213 � 24' 5A FLOOR AND BASE 2 II I EQ EQ — T18-64 4 12xI2 SECONDARY BATH 0 224 0% -0 SECONDARY BATH 0 224 NPAR�_YII�AT14 � MIRROR MOUNTED � ... ....... Mli_ FLUSH WITH TILE ....... ..... T22-H-1x1 +ff ix % INSIDE J' ALUM" ..... ..... . . . . . . . PAINT REGLET FRAME ...... ...... ...... . . . . . . . SCONCE PANT T-22-W-IxI TOWEL HOOK PAINT GRANITE AV- VENEER TOILET 4 COUNTERTOP PAPER4 HOLDER FL T211-14-2424 U111 — c z Q W0-6 — 1 Y_ T_ DRAWER BL REM0VEA5LE BASE T-21-H-644 -7 J e-- \-- DRAWER 12' BASE T-21-H-644 BASE T-21-H-644 p. L , (6 2 (92 DEEP POWDER RI'1 M223 C ec 'B') POWDER RM "223 POWDER RM "223 16 PO WDER RM *223 Aj 8� 1'-0' 1, -- -- UPPER CABI15ET PANE ELECTRICAL L (j)� �FIM � WOOD CABINETS SURROUNDING VANITY COUNTERTOP T8-P-SLAB PAINT WITH TYP. BASE 4 RECESSED CAN LIGHTS -- I r I Zn MAKE -UP �IRROR HOOK ---4-- I — UNIT 205 MASTER BATH 0 211 NICHE TIO-24x24 RECESSE D ROPE LIGHT RECESSED ROPE LIGHT F= hp H T1- ACCENT J1. 'T IE I r; g�oi WALL TILE LESS t GLASS I H111 41 ENCLOSURE -- __MANUFACTURER 1 5 1 ) getion 'A' Depicted WOOD PER OPTION FLUSH WOOD TOP PANEL, THN-PROFILE ALUM. FRAME LOWER PANEL WITH FROSTED CiA56. HARDWARE TO 5E 5LUMl A)rfNTO6 W LIFT MECHANISM 'M-H-1x4 3 T8-P-6xI8 4 1418 Tyl T5- S 1 1T 19* MASTER BATH °711 WOOD BEHIND J' GRANITE SLAB COUNTER TOP W/ EASED EDGES UL T84 X 18 UNIT 205 MASTE MATH 0 211 24 ZINC REVEAL UNDER 3 CM. GRANITE COUNTERTOP -ALL DRAWER FRONTS TO BE FLUSH VENEER 6 SIDES TO RECEIVE STAIN AND FINISH ZINC ACCENT TILE CsRAN COUNTERTOP AND APRON T18 - 2 X 12 IN OVERLAP RMIWj BRICK PATTERN FRAMELE55 FLUSH VENEER (o SIDES TO To GLA55 SHOWER ENCLOSURE TUB DECK AND BENCH TIO 6X24 4 I4x24 SHOU MATCH WALL A( POLISHED UNIT 205 MASTER BATH 1*210 (Option '5' Depicted) 3)wnl'-& MAKE-UP MIRROR BASE TILE TIO (ox24 TI0-P-1x1 FRAMED SLIDING GLASS DOO SECONDARY BATH 0 213 36' TCU WOOD CABNE SURROUNDING FLOOR - TIO 12 X24 24' TOWEL 5AF COUNTERTOP 45ACKSPLASH 6-1 WD -6 FLOOR AND BASE T1044 4 12xI2 SECONDARY SAT 0 213 SECONDARY BATH +'213 LIGHT PAINT -- T184 x 12, -- "\IIRICK PATT POL COUNTER 4 BACK5PLASH T-3 TOILET PAPER HOLDER _j C4 z WD _( T1844 4 12xI2 SECOND IIAT14 0 �213 � 24' 5A FLOOR AND BASE 2 II I EQ EQ — T18-64 4 12xI2 SECONDARY BATH 0 224 0% -0 SECONDARY BATH 0 224 NPAR�_YII�AT14 � MIRROR MOUNTED � ... ....... Mli_ FLUSH WITH TILE ....... ..... T22-H-1x1 +ff ix % INSIDE J' ALUM" ..... ..... . . . . . . . PAINT REGLET FRAME ...... ...... ...... . . . . . . . SCONCE PANT T-22-W-IxI TOWEL HOOK PAINT GRANITE AV- VENEER TOILET 4 COUNTERTOP PAPER4 HOLDER FL T211-14-2424 U111 — c z Q W0-6 — 1 Y_ T_ DRAWER BL REM0VEA5LE BASE T-21-H-644 -7 J e-- \-- DRAWER 12' BASE T-21-H-644 BASE T-21-H-644 p. L , (6 2 (92 DEEP POWDER RI'1 M223 C ec 'B') POWDER RM "223 POWDER RM "223 16 PO WDER RM *223 Aj 8� 1'-0' 1, -- -- UPPER CABI15ET PANE ELECTRICAL L (j)� �FIM � WOOD CABINETS SURROUNDING VANITY COUNTERTOP T8-P-SLAB PAINT WITH TYP. BASE 4 RECESSED CAN LIGHTS -- I r I Zn MAKE -UP �IRROR HOOK ---4-- I — UNIT 205 MASTER BATH 0 211 NICHE TIO-24x24 RECESSE D ROPE LIGHT RECESSED ROPE LIGHT F= hp H T1- ACCENT J1. 'T IE I r; g�oi WALL TILE LESS t GLASS I H111 41 ENCLOSURE -- __MANUFACTURER 1 5 1 ) getion 'A' Depicted WOOD PER OPTION FLUSH WOOD TOP PANEL, THN-PROFILE ALUM. FRAME LOWER PANEL WITH FROSTED CiA56. HARDWARE TO 5E 5LUMl A)rfNTO6 W LIFT MECHANISM 'M-H-1x4 3 T8-P-6xI8 4 1418 Tyl T5- S 1 1T 19* MASTER BATH °711 WOOD BEHIND J' GRANITE SLAB COUNTER TOP W/ EASED EDGES UL T84 X 18 UNIT 205 MASTE MATH 0 211 24 ZINC REVEAL UNDER 3 CM. GRANITE COUNTERTOP -ALL DRAWER FRONTS TO BE FLUSH VENEER 6 SIDES TO RECEIVE STAIN AND FINISH ZINC �UNIT 205 KITCHEN or. tn..%rN1_ I I.-*-I IT TIB BRICK PA1 UNIT 205 MASTER BATH *211 (Option 'A' Depicted) GRANITE SLAB COUNTER TOP WITH 3-1/8' APRON FRONT. MITRE JOINTS AND EASE EDGES STEEL BRACKETS AS NEEDED - FOR CANTILEVER SUPPORT ZINC REVEAL UNDER 3 CM. CsRAN COUNTERTOP AND APRON -ALL DRAWER FRONTS TO FLUSH VENEER (o SIDES TO To OW CADW WMO~ M= DONAORR b ;wg U'11 ww fflup" SURROUNDS, BACK PANELS AND FILLERS ;r 4r-- SEE PLAN 2 2' -O" 7-3 ---- 4'ZNC; BASE-- UNIT 205 �UNIT 205 KITCHEN or. tn..%rN1_ I I.-*-I IT TIB BRICK PA1 UNIT 205 MASTER BATH *211 (Option 'A' Depicted) GRANITE SLAB COUNTER TOP WITH 3-1/8' APRON FRONT. MITRE JOINTS AND EASE EDGES STEEL BRACKETS AS NEEDED - FOR CANTILEVER SUPPORT ZINC REVEAL UNDER 3 CM. WOOD AND METAL 5A5 UNIT 205 MASTER BATH 0 210 (Option '5' Depicted) k5E T15-64 4 I2xI2 5ECON DARY BATH 0 114 TYP. BASE ��S OAR�YII�AT14 � AN 4- 2 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com W Z W W >_ Q u o a z w Uj QO J 0 W Q 3 Q j Uo > U) issue date m 2'-0' 2'-0* 2'-0' 2'-0' 2 8 U IT 205 KIC14EN add 5 06.08.07 Revised Permit 12.14.07 sheet UNIT 205 INTERIOR ELEVATIONS sheet number AF, A8.11 � CsRAN COUNTERTOP AND APRON -ALL DRAWER FRONTS TO FLUSH VENEER (o SIDES TO To OW CADW WMO~ M= DONAORR -- FLUSH =)D PANEL--_ U'11 ww fflup" SURROUNDS, BACK PANELS AND FILLERS ;r 4r-- SEE PLAN 2 2' -O" 7-3 ---- 4'ZNC; BASE-- UNIT 205 KICHEN WOOD AND METAL 5A5 UNIT 205 MASTER BATH 0 210 (Option '5' Depicted) k5E T15-64 4 I2xI2 5ECON DARY BATH 0 114 TYP. BASE ��S OAR�YII�AT14 � AN 4- 2 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com W Z W W >_ Q u o a z w Uj QO J 0 W Q 3 Q j Uo > U) issue date m 2'-0' 2'-0* 2'-0' 2'-0' 2 8 U IT 205 KIC14EN add 5 06.08.07 Revised Permit 12.14.07 sheet UNIT 205 INTERIOR ELEVATIONS sheet number AF, A8.11 � NEW UNIT LAYOUT M. ^ I UP Unit 20 6 Plan_ s.a ..114' =1'0• T^ NOTE DETAILS SHOW ACCESSIBLE RECUFM DI"8N61M FOR TYPICAL. FD(tLM8 *0 ACCESSORES DA W LIES FVREW BLOOM REa RB"ENTB FOR ACCESSW t ADAPtABLE RFSTR001'48 c s ACTUAL F4.AN < WALL LAYOUT MAY VARY W4LL8 SNOIW FOR GRAPFNC FURPOwS ONLY I V -4 in 24" MIN 12" MAX 24" MIN; 4' MM 12 MIN r —� I CONTROL I l AREA FOOT OF 70 BACK OF 70 NERD OF Im UNIT PLAN KEYNOTE5- --0 1. ELECTRICAL PANELS 2. CLOSET ROD AND SHELF 3. BLOCKING FOR GRAB BARS 4. UPPER CABINETS 5. CLEAR FLOOR SPACE REQUITED FOR ACCESSIBILITY AT FIXTURES AND APPLIANCES. 6. ALIGN FIN OF WALL WITH FIN OF COL WRAP 1, RATED COLUMN WRAP CB TYP. 8. SOLID WD 8X8 COLUMN TYP INSIDE TALL WINDOWS AT VERT MULLIONS. RE- 5/A1.50 9. 5 FIXED SHELVES XX DOOR TAG (REF SHEETS A'100 - A930) F &I WALL, ROOF, 4 FLOOR ASSEMBLY TAGS (REF SHEET A410) ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UN.O. WITH WALL TAG REPRESENTS WOOD FLOOR REPRESENTS TILE FLOOR REPRESENTS CARPET (EXCEPT AT OUTDOOR PATIO) ENLARGED UNIT PLAN GENERAL NOTr:5: 1. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS IMMEDIATELY TO THE ARCHITECT. 2. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES N DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT AND RESOLVED PRIOR TO COMMENCEMENT OF WORK 3. ALL DOORS HAVE 4' RETURN OR ARE CENTERED WITHIN WALLS, UNA. 4. ALL DIMENSIONS TERMINATING THUS- ARE FROM FACE OF STUD, FACE OF CONCRETE, ETC, ARE FROM CENTERLINE OF GRID, WINDOW, COLUMN, ETC. ARE TO FACE OF GYP BD OR OTHER BASE FINISH MATERIAL 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS FOR, BUT NOT LIMITED TO, FHA BATHROOM TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, BUILT -INS, AND COUNTERTOPS. 6. ALL UNITS HAVE TWO (2) FHA SPECIFICATION TYPE 'B' BATHROOMS (ONE (1) POWDER ROOM AND ONE (U MASTER BATHROOM) AND ACCESSIBILITY FOR KITCHENS AND LAUNDRY APPLIANCES. 1. ALL FHA BATHROOMS HAVE REMOVABLE CABINETRY AT SINKS FOR KNEE CLEARANCES. 8. PROVIDE 6' STUD WALLS AT ALL POCKET DOORS, PLUMBING WALLS, AND AS SPECIFIED BY ARCHITECTURAL OR STRUCTURAL DRAWINGS. 9. REFERENCE DOOR AND WINDOW SCHEDULES ON SHEETS A9.00 THRI A904 FOR SPECIFIED SIZES, TYPES, MATERIALS, AND FIRE RATINGS. 10. REFERENCE INTERIORS DRAWINGS FOR INTERIOR ELEVATIONS 11, ALL UNIT INTERIOR WALLS AIE W4 NON -RATED UAO. WITH WALL TAG 12. ALL STRUCTURAL STL COLUMNS TO BE WRAPPED WITH CBI (TWO HOUR, EXCEPT WHEN SUPPORTING ROOF ONLY, WHICH 18 ONE HOUR). W L) 137 main street, suite G004 box 5055 edwards, Colorado 81632 970.926.2622 rkd @rkdarch.com UJ 0 z UJ W > . i 0 > 0 1 0 Ld U C) UJ .1 U) TM 0 I job number 04070 issue date Permit set 01.29.07 Const. set 04.20.07 Al Revised Permit 12.14.07 ZL Rev. Permit Resp. 1.14.08 A sheet title UNIT 206 ENLARGED PLAN sheet number A8.20 PAINT -. \_ _ - FLOOR AND BASE T- 10 SECONDARY BAT14 11 23 - 1 WCE58E ACCENT TILE IN J OVERLAP 2ICK PATTERN 's a PA o- - FLOOR AND BASE T- 10 SECONDARY BATI -t �'23� rx- �rcct -r� ��ex- R tr_t rr TO, 6X24 4 14X24 Is VERIFY HT W! SELECTED TUP TYP UNIT 206 / Master Bath 0 238 (Spec 'B') (O �e•st' -o• MIRROR WITH WOOD FRAME INSET IN TILE PAINT MIRROR MOUNTED FLUSH WITH TILE _ TILE PER OPl INSIDE J' ALUMINUM b S.I..E F E� REGLET FRAME _ SCONCE 2.�'k3<� R� �.' TOWEL HOOK TILE i�� - PER OPTION -� kr GRANITE t i fi T1 — VENEER TOILET tj f Q 4 COUNTERTOP PAPER HOLDER - _ a � WD I RE:MOVEABL. BASE PER OPTION — — - Dt�AUER — DRAWER 12' X 2 ' -0 ' DEEP 9 1 X 1 MOSAIC BASE T -10 LIGHT SLIDING PAINT HEIGHT, FRAMED SLID(N PAINT BACKSPLASH TO —� GLASS DOOR —� r;:u W. F _ x-§ _ p;ad y.- 4 O� t -- MAKE -UP MIRROR l S 3 d'iv E "z a i i t O T -10 IX1 MOSAIC O; O # o- O a .-- -- NICHE TIO FULL i I HTMIDTH TIT- k e T.P. I / t ----- � \_ _ - FLOOR AND BASE T- 10 SECONDARY BAT14 11 23 - 1 WCE58E ACCENT TILE IN J OVERLAP 2ICK PATTERN 's a PA o- - FLOOR AND BASE T- 10 SECONDARY BATI -t �'23� rx- �rcct -r� ��ex- R tr_t rr TO, 6X24 4 14X24 Is VERIFY HT W! SELECTED TUP TYP UNIT 206 / Master Bath 0 238 (Spec 'B') (O �e•st' -o• MIRROR WITH WOOD FRAME INSET IN TILE PAINT MIRROR MOUNTED FLUSH WITH TILE _ TILE PER OPl INSIDE J' ALUMINUM b S.I..E F E� REGLET FRAME _ SCONCE 2.�'k3<� R� �.' TOWEL HOOK TILE i�� - PER OPTION -� kr GRANITE t i fi T1 — VENEER TOILET tj f Q 4 COUNTERTOP PAPER HOLDER - _ a � WD I RE:MOVEABL. BASE PER OPTION — — - Dt�AUER — DRAWER 12' X 2 ' -0 ' DEEP 9 1 X 1 MOSAIC BASE T -10 LIGHT SLIDING PAINT HEIGHT, FRAMED SLID(N PAINT BACKSPLASH TO —� GLASS DOOR —� r;:u W. 3 C SE 3w r•o• FLOOR 4 "___J — BASE T -10 EQ _ EQ f 3' -I4' (�) S :�� � ATH 41 23 3 FRAMELESS GLASS SHOWER DOOR . MAIN TILE TO 12 X 24 36' TOWEL BAR PAINT BASE - TI8 6 X 24 0 t 24' TOWEL BAR - v M CNTR 4 BACK SPLASH S -1 �V MTV —(/ PAINT Fint6hes) Ao REV. PERT" [T RESPONSE T 206 / Master Bath "238 �)A3'z t' -t DROPPED CEILING v r WOOD ---_.-,� RECESSED CAN LIGHTS RECESSED ROPE LIGHT F _ x-§ p;ad y.- 4 O� t -- MAKE -UP MIRROR l S 3 d'iv E "z a i i t O T -10 IX1 MOSAIC O; O # o- O a .-- -- NICHE TIO FULL i I HTMIDTH TIT- k e T.P. { T �V t ----- � 3 C SE 3w r•o• FLOOR 4 "___J — BASE T -10 EQ _ EQ f 3' -I4' (�) S :�� � ATH 41 23 3 FRAMELESS GLASS SHOWER DOOR . MAIN TILE TO 12 X 24 36' TOWEL BAR PAINT BASE - TI8 6 X 24 0 t 24' TOWEL BAR - v M CNTR 4 BACK SPLASH S -1 �V MTV —(/ PAINT Fint6hes) Ao REV. PERT" [T RESPONSE T 206 / Master Bath "238 �)A3'z t' -t DROPPED CEILING v r WOOD ---_.-,� RECESSED CAN LIGHTS RECESSED ROPE LIGHT WOOD CA5INET5 - SURROUNDING VANITY TILE COUNTERTOP (PER OPTION) CABINETS PER MANUFACTURER WOOD PER OPTION TOILET PAPER — — 1 t 1'_2 ' i -4 3 -0 3_-0 t 11-41 HOLDER D - UNIT 206 / Master Bath 41 238 BASE TILE, TIO (o X 24 18' TOWEL BAR 0 B UNIT 206 / Master Bath *238 8 aie••t' -+c• REV. PERMIT .. ,. RESPONSE MAIN TILE T18 12 X 24 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com 0 UJ U z LU UJ >_ Quo —oo U) w �a � Q 0 z0 LUNW Q W J Q o > U� rn M V! � Q U job number 04070 issue date add 5 06.08.07 Q Revised Permit 12.14.07A9 Rev. Permit Resp. 1.14.08 10 sheet title UNIT 206 INTERIOR ELEVATIONS sheet number A8.2 1 PAU= I -LI POWDE,_ n-Vo 10 Ste• . r F _ O� t -- MAKE -UP MIRROR t O ! O O O O E O; O # p t O a .-- -- WOOD CA5INET5 - SURROUNDING VANITY TILE COUNTERTOP (PER OPTION) CABINETS PER MANUFACTURER WOOD PER OPTION TOILET PAPER — — 1 t 1'_2 ' i -4 3 -0 3_-0 t 11-41 HOLDER D - UNIT 206 / Master Bath 41 238 BASE TILE, TIO (o X 24 18' TOWEL BAR 0 B UNIT 206 / Master Bath *238 8 aie••t' -+c• REV. PERMIT .. ,. RESPONSE MAIN TILE T18 12 X 24 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com 0 UJ U z LU UJ >_ Quo —oo U) w �a � Q 0 z0 LUNW Q W J Q o > U� rn M V! � Q U job number 04070 issue date add 5 06.08.07 Q Revised Permit 12.14.07A9 Rev. Permit Resp. 1.14.08 10 sheet title UNIT 206 INTERIOR ELEVATIONS sheet number A8.2 1 PAU= I -LI POWDE,_ n-Vo 10 Ste• . r P PAINT ° ' PANT iff FRAMELESS GLASS SHOWER DOOR FLOOR AND BASE T- 18 SEC NDARY BATH +'253 3 * . . COLUMN, COUNTER AND CABINETS TO BE BUILT AROUND &-%~ AND BASE T- 18 SECONDARY 5ATH 0 253 LIGHT - -� SECONDARY 5ATH 0 253 PAINT — �MED SLIDING GLASS D G : A?Z�DARY 5AT14 *154 --PAINT KEYNOTES: ---El 1. ELECTRICAL PANELS CNTR 4 CLOSET ROD AND SHELF 3. BACK 4. UPPER CABINETS -- SPLASH CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBILITY AT S -1 l ALIGN FIN OF WALL WITH FIN OF COL WRAP 1. RATED COLUMN WRAP CB TYP. 8. SOLID WD 8X8 COLUMN TYP INSIDE TALL WINDOWS AT VERT a N MULLIONS. RE: 5/A150 Wo -6 5 FIXED SHELVES PAINT — �MED SLIDING GLASS D G : A?Z�DARY 5AT14 *154 --PAINT �- FLOOR AND BASE T- 10 SECONDARY SATTH +'254 3 3w • r-a I I 0 ____ r ._ LIG Em- I I i I 19 22 24 28 SECONDARY BAt1 -1 +'254 4 3Ab' • I'-D' G A Is, IT ., a0#1 2 4 BACK ­? *H TIO ;EQ 3 ✓ HE ACTUAL I°LAN • 111 AI L LAY= MAY VAW 04aw ~*f 1lff NiH M' M IIOM, AD�IY�AlLi Nolan Miff iiMO -1!Q I-EAD OF TUB UNIT PLAN KEYNOTES: ---El 1. ELECTRICAL PANELS 2. CLOSET ROD AND SHELF 3. BLOCKING FOR GRAB BARS 4. UPPER CABINETS 5. CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBILITY AT FIXTURES AND APPLIANCES. l ALIGN FIN OF WALL WITH FIN OF COL WRAP 1. RATED COLUMN WRAP CB TYP. 8. SOLID WD 8X8 COLUMN TYP INSIDE TALL WINDOWS AT VERT MULLIONS. RE: 5/A150 9. 5 FIXED SHELVES y $: $S i »'z {ai $g 12' TOWEL BAR P p q Y Y.0 � M µ� a �- FLOOR AND BASE T- 10 SECONDARY SATTH +'254 3 3w • r-a I I 0 ____ r ._ LIG Em- I I i I 19 22 24 28 SECONDARY BAt1 -1 +'254 4 3Ab' • I'-D' G A Is, IT ., a0#1 2 4 BACK ­? *H TIO ;EQ 3 ✓ HE ACTUAL I°LAN • 111 AI L LAY= MAY VAW 04aw ~*f 1lff NiH M' M IIOM, AD�IY�AlLi Nolan Miff iiMO -1!Q I-EAD OF TUB UNIT PLAN KEYNOTES: ---El 1. ELECTRICAL PANELS 2. CLOSET ROD AND SHELF 3. BLOCKING FOR GRAB BARS 4. UPPER CABINETS 5. CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBILITY AT FIXTURES AND APPLIANCES. 6. ALIGN FIN OF WALL WITH FIN OF COL WRAP 1. RATED COLUMN WRAP CB TYP. 8. SOLID WD 8X8 COLUMN TYP INSIDE TALL WINDOWS AT VERT MULLIONS. RE: 5/A150 9. 5 FIXED SHELVES _o _ _O I 31 04 ni�207 Enlarged Plan tea• XX DOOR TAG (REF SHEETS A990 - A930) 1 U_JX1 WALL. ROOF, 4 FLOOR ASSEMBLY TAGS (IEF SHEET A4.10) ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UNA. WITH WALL TAG REPRESENTS WOOD FLOOR REPRESENTS TILE FLOOR REPRESENTS CARPET (EXCEPT AT OUTDOOR PATIO) ENL UNIT PLAN GENERAL NOTES: 1. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS IMMEDIATELY TO THE ARCHITECT. 2. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES IN DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT AND RESOLVED PRIOR TO COMMENCEMENT OF WORK 3. ALL DOORS HAVE 4' RETURN OR ARE CENTERED WITHIN WALLS, UNA. 4. ALL DIMENSIONS TERMINATING THUS: ARE FROM FACE OF STUD, FACE OF CONCRETE, ETC., ARE FROM CENTERLINE OF GRID, WINDOW, COLUMN, ETC. ARE TO FACE OF GYP BD OR OTHER BASE FINISH MATERIAL 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS FOR BUT NOT LIMITED TO, FHA BATHROOM TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, BUILT -N5, AND COUNTERTOPS. 6. ALL UNITS HAVE TWO (2) FHA SPECIFICATION TYPE V BATHROOMS (ONE (1) POWDER ROOM AND ONE (1) MASTER BATHROOM) AND ACCESSIBILITY FOR KITCHENS AND LAUNDRY APPLIANCES. 1. ALL FHA BATHROOMS HAVE REMOVABLE CABINETRY AT SINKS FOR KNEE CLEARANCES. 6. PROVIDE 6' STUD WALLS AT ALL POCKET DOORS, PLUMBING WALLS, AND AS SPECIFIED BY ARCHITECTURAL OR STRUCTURAL DRAWINGS. 9, REFERENCE DOOR AND WINDOW SCHEDULES ON SHEETS A(3W THRU A9.04 FOR SPECIFIED SIZES, TYPES, MATERIALS, AND FIRE RATINGS. 10. REFERENCE INTERIORS DRAWINGS FOR INTERIOR ELEVATIONS 11. ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UND. WITH WALL TAG 12, ALL STRUCTURAL. STL COLUMNS TO BE WRAPPED WITH C51 (TWO HOUR, EXCEPT WHEN SUPPORTING ROOF ONLY, WHICH 15 ONE HOUR). 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com U) UJ U Z W UJ > Q �0 U) - 0 D W � Q 0 z0 WNW Q3a Vo > r^ M TM U job number 04070 issue date Revised Permit 12.14.07 sheet flue UNIT 207 ENLARGED PLAN & INTERIOR ELEVATIONS g sheet number NEW UNI NEW PAGiE A8 2 i Y®d ti Aso BAOIG OF TUB ( D-5 OARY 11AT11 *254 SECONDARY BATH M253 9 tee' • I'-O' CO T-3 MAN TILE PER OPTIO HIM I In UNIT 208 / MASTER 5ATH 0 213 QO awal'-w O UNIT 108 / MASTER IIAT14 0 713 PAINT-- —A f.M 1 11. M MIRROR MOUNTED FLUSH WITH TILE INSIDE I' ALUMINUM M; i ll ' 4' TOWEL BAR �4 3 3t zj E .� L�-S�P S 3 ?� r � q I + GRANITE TOILET VENEER � V, COUNTERTOP HOLDER 4 44i TOILET PAPER--- M . T k-.+f V {-b� < S ' ��d� MITI �- . *ate t i ff f - 1 4 ` 44 —A f.M 1 11. M I FLOOR 4 BASE T-18 FLOOR 4 BASE T-18 S ECONDARY BATH 0 16 1 5 LIGH DECORATIVE TILE (PER OPTION) SHOWER WALL FAINT I-lu"I WOOD SURROUND tr WOOD CABINET COUNTERTOP (PER OPTION) SECONDARY 5ATH 0 269 T-10 TILL FRAMEE SLIDING GLASI, DOOF MIRROR MOUNTED FLUSH WITH TILE INSIDE I' ALUMINUM M; i ll ' 4' TOWEL BAR �4 3 3t zj E .� L�-S�P S 3 ?� SCONCE � q I It, GRANITE TOILET VENEER � V, COUNTERTOP HOLDER 4 44i TOILET PAPER--- �j � T k-.+f V {-b� < S ' ��d� MITI �- . *ate t i - 1 4 ` 44 I FLOOR 4 BASE T-18 FLOOR 4 BASE T-18 S ECONDARY BATH 0 16 1 5 LIGH DECORATIVE TILE (PER OPTION) SHOWER WALL FAINT I-lu"I WOOD SURROUND tr WOOD CABINET COUNTERTOP (PER OPTION) SECONDARY 5ATH 0 269 T-10 TILL FRAMEE SLIDING GLASI, DOOF BASE T-18 I ;'fl, i"-fl It t MIRROR MOUNTED FLUSH WITH TILE INSIDE I' ALUMINUM M; REGLET FRAME 4' TOWEL BAR �4 3 3t zj E .� L�-S�P S 3 ?� SCONCE � q I GRANITE TOILET VENEER PAPER COUNTERTOP HOLDER 4 44i TOILET PAPER--- HOLDER BASE PER OPTION ------ t i BASE T-18 I ;'fl, i"-fl It t M; 4 �4 3 3t zj E .� L�-S�P S 3 ?� t � q I 4 44i t i PAINT '--TOWEL i REMOVEAE CABINET F I 31-lif WD - FLOOR PATTERN PER OPTION P OWDER RIM +'+'265 26 QFR R 0265 NOTE DETAILS SHOW ACCEMW FfBaOED DtS*M FOR TYPICAL. FD(TUM6 AND ACCEMOR0 DA&M LW_6 F47W" BLOCKW* FeaM43tM FOR ACZESSME 4 ADAPTABLE REBTROOIib ACTUAL " 4 WALL LAYCUT' MAY VARY 19 20 21 2 3 24 25 27 28 29 30 31 32 1441.0 514=N " W*441C PU�PD8E8 ONLY 124" MIN II 17 ill I 54" MIN A 42" MIN X III III III 12" MAX, 124" MIN �24" �� I I �� I 41.9' I I tt� 1 11' -6' I � i —� �' �- -� ­51-1011ER CONTROL AREA Ws FM CF TO BALK OF IM CABINETS PER MAMICAe WOOD PER OPTION FAINT T-10 TILE FRAMED SLIDING 7V I vur_rx TOILET PAPER 1 E 6 =-5, 21- HOLDER T I n5, _!7 UNIT 208 -_ _ _ � .___ & 3 15OSE n ENT fiD7 [ 2 63 ] 0 1266 6 BASE MAN TILE FHA SPEC 5 '- 1 1 r- A 10 -8 BATHROOM L__�j �DDED 218 -A MASTER F273] 281 00 DIMS 1A, F264 _7 L IGHT ._ - __ —__.__ �. I J O e e— (0 1 (PER OPTION) A UALL TAW ALL NEW As UNIT DIVIDED FROM UPPER LEVEL - NEW LAYOUT 1118 0 UNIT PLAN KEYNOTES: __� 1. ELECTRICAL PANELS 2. CLOSET ROD AND SHELF 3. BLOCKING FOR GRAB BARS 4. UPPER CABINETS 5. CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBILITY AT FIXTURES AND APPLIANCES. 6. ALIGN FIN OF WALL WITH FIN OF COL WRAP 1. RATED COLUMN WRAP CB_ TYP, a. SOLID WD 8n COLUMN TYP INSIDE TALL WINDOWS AT VERT MULLIONS. RE: 5/AlBO 9, 5FIXED SHELVES 8 DOOR TAG (REF SHEETS A9-00 - A [�]x WALL, ROOF, 4 FLOOR ASSEMBLY TAGS (REF SHEET A4.10) ALL UNIT INTERIOR WALLS ARE W4 NON-RATED U.N.O. WITH WALL TAG F7� REPRESENTS WOOD FLOOR EM REPRESENTS TILE FLOOR REPRESENTS CARPET (EXCEPT AT OUTDOOR PATIO) ENLARGED UNIT PLAN GENERAL NOTES: 1. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS IMMEDIATELY TO THE ARCHITECT, 2. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES IN DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT AND RESOLVED PRIOR TO COMMENCEMENT OF WORK. 3. ALL DOORS HAVE 4' RETURN OR ARE CENTERED WITHIN WALLS, UAO. 4. ALL DIMENSIONS TERMINATING THUS. ARE FROM FACE OF STUD, FACE OF CONCRETE, ETC, ARE FROM CENTERLINE OF GRID, WINDOW, COLUMN, ETC. ARE TO FACE OF GYP BD OR OTHER BASE FIN15H MATERIAL 5. PROVIDE ALL NECE55ARY BLOCKING: IN STUD WALLS AND CEILINGS FOR BUT NOT LIMITED TO, FHA BATHROOM TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, BUILT-N$, AND COUNTERTOP5. (o. ALL UNITS HAVE TWO (2) FHA SPECIFICATION TYPE 'B' BATHROOMS (ONE (1) POWER ROOM AND ONE (1) MASTER BATHROOM) AND ACCE551BILITY FOR KITCHENS AND LAUNDRY APPLIANCES. 1. ALL FHA BATHROOMS HAVE REMOVABLE CABINETRY AT SINKS FOR KNEE CLEARANCES. 5. PROVIDE V STUD WALLS AT ALL POCKET DOOR$, PLUMBING WALLS, AND AS SPECIFIED BY ARCHITECTURAL OR STRUCTURAL DRAWIW__Z. 9. REFERENCE DOOR AND WINDOW SCHEDULES ON SHEETS A9.00 THRJ A904 FOR SPECIFIED SIZES, TYPES, MATERIALS, AND FIRE RATING:5, 10. REFERENCE INTERIORS DRAWINGS FOR INTERIOR ELEVATIONS 11, ALL UNIT INTERIOR WALLS ARE W4 NON-RATED UND. WITH WALL TAG 12. ALL STRUCTURAL 6% COLUMNS TO BE WRAPPED WITH C51 (TWO HOUR EXCEPT WHEN SUPPORTING ROOF ONLY, WHICH 15 ONE HOUR). 04 ni = 2 . 08 Plan .114 • I_ 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com 0 Uj 0 z UJ W > 0 U) z Uj W > 0 J 0 • Uj Illl- U co ' > 0 0 I Revised Permit 12.14.07A9 sheet Ode UNIT 208 ENLARGED PLAN sheet number L A8,30 (j)� ,:?�OA�F� �11ATI�11126�c_l, (D 5ATH 0 169 , ":�LJNIT 208 / MASTER 5ATH 0 213 (Spec V) UNIT 208 / MASTER 5ATH 0 213 IVW, 3wwl'-w 19 20 21 2 3 24 25 27 28 29 30 31 32 I II II I II II I III III ( II I I II i I I) I I I 1 III � III II I II I II I I I °4 ° ADD T V'} - 4 - I Ex 1HR - -- _ — - LAYER ° I G.B. 4 4- I ° 4 e °°- ° i a n 4 °d a ° d a° H a -4 Ex 4HR I Y CLq ET STUDY 361 ° I ° BEDROOM — 3 —� 366 4' e1' -4'° 4 9 DIMS , 4 `t 356 Q 352 2'_i - -- -- 353 - —_ 'fi 4' -6' i I 3�_ 114' -01` i ( l I- M A DDE � AD DIMS _.. WC. 350 ib 14 .361 CLOSET _ A832 11� 351 CL F51 �#%L _., 2 i- BEDROOM I 349 W6 v // I I N 04 ni304 t Plan 4' =1'0" i:�� NOTE, MAU SHOW ACOE86WLE IW -MNED DHENN" FOR Tl'W,& FDCi M AW A>rt M60M DASHED LMES F BLOCKIJr's FEa RSIM FOR ACCE8618LE 4 ADAPTABLE � MTR001'16 \ ACTUAL PLAN 4 WAIL LAYCUf MAY VARY WALLS S 40UN FOR GRAP41C mlwoSES CHLY 54" MIN 4 "71 --'-� = ih 24" MIN i I, I 12" MAX-; 24" MIN 4" MAX 12" MIN 1 SHOWER , \ CL AREA 'k FOOT OF Tm BACK CF TO � FIEAD OF TUB UNIT PLAN KEYNOTES: ---Ei 1. ELECTRICAL PANELS 2. CLOSET ROD AND SHELF 3. BLOCKING FOR GRAB BARS 4. UPPER CABINETS 5. CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBILITY AT FIXTURES AND APPLIANCES. b. ALIGN FIN OF WALL WITH FIN OF COL WRAP 1. RATED COLUMN WRAP CB TYP. 8. SOLID WD 8X8 COLUMN TYP INSIDE TALL WINDOWS AT PERT MULLIONS. RE: 5/A7.50 9. 5 FIXED SHELVES XX DOOR TAG (REF SHEETS A900 - A930) WALL, ROOF, 4 FLOOR ASSEMBLY TAGS (REF SHEET A430) ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UND. WITH WALL TAG REPRESENTS WOOD FLOOR REPRESENTS TILE FLOOR REPRESENTS CARPET (EXCEPT AT OUTDOOR PATIO) ENLARGED UNIT PLAN GENERAL NOTES: 1. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIE6 CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS IMMEDIATELY TO THE ARCHITECT. 2. DO NOT SCALE DRAWIWGS. ANY DISCREPANCIES IN DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT AND RESOLVED PRIOR TO COMMENCEMENT OF WORK 3. ALL DOORS HAVE 4' RETURN OR ARE CENTERED WITHIN WALLS, UN.O. 4. ALL DIMENSIONS TERMINATING THUS: ARE FROM FACE OF STUD, FACE OF CONCRETE, ETC., low ARE FROM CENTERLINE OF GRID, WINDOW, COLUMN, ETC. ARE TO FACE OF GYP BD OR OTHER BASE FINISH MATERIAL 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS FOR BUT NOT LIMITED TO, FHA BATHROOM TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, BUILT -INS, AND COUNTERTOPS. 6, ALL UNITS HAVE TWO (2) FHA SPECIFICATION TYPE 'B' BATHROOMS (ONE (U POWDER ROOM AND ONE (1) MASTER BATHROOM) AND ACCESSIBILITY FOR KITCHENS AND LAUNDRY APPLIANCES. 1. ALL FHA BATHROOMS HAVE REMOVABLE CABINETRY AT SINKS FOR KNEE CLEARANCES. 8. PROVIDE V STUD WALLS AT ALL POCKET DOORS, PLUMBING WALLS, AND AS SPECIFIED BY ARCHITECTURAL OR STRUCTURAL DRAWINGS. S. REFERENCE DOOR AND WINDOW SCHEDULES ON SHEETS ASDO THRU A FOR SPECIFIED SIZES, TYPES, MATERIALS, AND FIRE RATINGS. 10, REFERENCE INTERIORS DRAWINGS FOR INTERIOR ELEVATIONS 11. ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UN.O. WITH WALL TAG 12. ALL STRUCTURAL STL COLUMNS TO BE WRAPPED WITH CBI (TWO HOUR; EXCEPT WHEN SUPPORTING ROOF ONLY, WHICH IS ONE HOUR). 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com . 1 � 1 I job number 04070 issue date Permit set 01.29.07 Const. set 04.20.07 Al Revised Permit 12.14.07 Rev. Permit Resp. 1.14.08 sheet title UNIT 304 ENLARGED PLAN sheet number A8.31 r PAINT SASE PEI,—, POUIDER RM "358 ec 'B' 1 sna• • r-a MIRROR MOUNTED 11 5H WITH TILE >E J' ALUMINUM LET FRAME SCONCE - - HOOK tRANITE _ /ENEER rERTOP TOILET PAPER - HOLDER REMOVEABLE CABINET T (' r �00R PATTERN PER OPTION POUIDER RM "358 1�OUIDER RM "358 3 sia• • r-o• 36' TOWEL TC N TILE PER OPTION HOL PAINT SECONDARY BATH 0 354 9 sue►• . r-o• -DROPPED CEILING UNIT 304 / MASTER BATH 0 348 FRAMELESS GLASS SHOWER DOOR DECORATIVE TILE (PER OPTION) WALL BEHIND TUB AND SHOItER MAIN TILE - (PER OPTION) TUB DECK 3 / MASTER BATH 0 348 (�)�04 � 24' TOWEL BAR CEIL BAR 31NET ) ING 1 \1 LIB VI ZION) BASE W r LIGHT SECONDARY BATH +'363 Iz- (4. k yy s z b dA L 7 lz ¢ : f a s ;' `f 7j} 4c a I �sE Iii + a it ( 2 `` - 35.x }xcdzr"�ks iw.�e d sds t� }st +1 1 f�g i+ a , ftt t t }} �r IN £'i 9 E i 4 1 i k 1 2 f s a t ! 3 b.� qq'' {{''tt p gy_• { , $ k; P UNIT 304 / MASTER BATH 0 348 FRAMELESS GLASS SHOWER DOOR DECORATIVE TILE (PER OPTION) WALL BEHIND TUB AND SHOItER MAIN TILE - (PER OPTION) TUB DECK 3 / MASTER BATH 0 348 (�)�04 � 24' TOWEL BAR CEIL BAR 31NET ) ING 1 \1 LIB VI ZION) BASE W r LIGHT SECONDARY BATH +'363 FRAMED 5LIDINCs GLASS DOOR COUNTERTOP t BACKSPLASH - -- NICHE 1 v r -,r v N PAINT FLOOR t BASE t -18 SECONDARY BATH *363 8 sia• • r - ®• PAINT .... LIGHT �\ Frt (4. k yy s z b dA L 7 lz ¢ : f a s wl $ , H IN £'i 9 E i 4 1 s a t ! 3 b.� qq'' {{''tt p gy_• { , $ k; P £ FRAMED 5LIDINCs GLASS DOOR COUNTERTOP t BACKSPLASH - -- NICHE 1 v r -,r v N PAINT FLOOR t BASE t -18 SECONDARY BATH *363 8 sia• • r - ®• PAINT .... LIGHT �\ v cc% - TOILET I PAPER HOLDER n SASE T -10 - _ _ _ - - I' -4' 1' -3 � , 2' -6J' SE BATH 0 363 it PAIN' ABINE7 EYONE T=RTOF )PTION, W °APER MAIN TILE (PER OPTION) PAINT i i • i t STAMP OF RECORD: r , issue date add 5 06.08.07 Q Revised Permit 12.14.07 sneer une UNIT 3041NTERIOR ELEVATIONS aneetnumber FRAMELESS GLAS. SHOWER DOOF MAIN TILE (PER OPTION) bVVI. , , ,3E T -18 PAINT - T -18 RVED XIER WALL SHOWER REC PER TILE COLIN DETAIL Eko —'pro TYP. ALL SHOWER UNITS SECONDARY �ATI -4 x'363 b dA L 7 lz ¢ : v H 3fr It I £'i 9 E i 4 1 ! qq'' {{''tt p gy_• { , $ £ � i f v cc% - TOILET I PAPER HOLDER n SASE T -10 - _ _ _ - - I' -4' 1' -3 � , 2' -6J' SE BATH 0 363 it PAIN' ABINE7 EYONE T=RTOF )PTION, W °APER MAIN TILE (PER OPTION) PAINT i i • i t STAMP OF RECORD: r , issue date add 5 06.08.07 Q Revised Permit 12.14.07 sneer une UNIT 3041NTERIOR ELEVATIONS aneetnumber FRAMELESS GLAS. SHOWER DOOF MAIN TILE (PER OPTION) bVVI. , , ,3E T -18 PAINT - T -18 RVED XIER WALL SHOWER REC PER TILE COLIN DETAIL Eko —'pro TYP. ALL SHOWER UNITS SECONDARY �ATI -4 x'363 ,% —t -10 TILE FRAMED SLIDING �'J` GLASS DOOR BASE T -10 SECONDARY BATH 0 354 10 sue ., t ,_ ® . AM 1 1 /_I ITC PAINT-- - FRAMED SLIDING GLASS \ DOOR 1 k BATH 0 354 1 (PER OPTION) BASE SAME AS UNIT 304 / MASTER BATH 0 348 FLOORING 16 — - ®• UNIT 304 / MASTER BATH 0348 WOOD PER OPTION 15 sro••r - m• �1_ BATH x'363 137 main street, suite G004 box 5055 edwards, Colorado 81632 970.926.2622 rkd @rkdarch.com b dA L 7 lz ¢ : v 3fr It I £'i 9 E {1 T ! qq'' {{''tt p gy_• i f , ,% —t -10 TILE FRAMED SLIDING �'J` GLASS DOOR BASE T -10 SECONDARY BATH 0 354 10 sue ., t ,_ ® . AM 1 1 /_I ITC PAINT-- - FRAMED SLIDING GLASS \ DOOR 1 k BATH 0 354 1 (PER OPTION) BASE SAME AS UNIT 304 / MASTER BATH 0 348 FLOORING 16 — - ®• UNIT 304 / MASTER BATH 0348 WOOD PER OPTION 15 sro••r - m• �1_ BATH x'363 137 main street, suite G004 box 5055 edwards, Colorado 81632 970.926.2622 rkd @rkdarch.com 0 0F. - 0 4____ 0 2 3 4 5 6 6 7 8 10 11 12 13 14 15 p • ."eai .1 A- A-- ACnIAL " 4 WALL LAYOUT MAY VARY 12 7i SHOWER CONTROL AREA FOOT OF la 54" I MN A '_ ­ z �42"IN V _� 1 q 24" MIN 24" ------------- BACK OF 10 12 mj WEAD CF IM UNIT PLAN KEYNOTES: _M 1. ELECTRICAL PANELS 2. CLOSET ROD AND SHELF 3. BLOCKING FOR GRAB BARS 4. UPPER CABINETS 5. CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBILITY AT FIXTURES AND APPLIANCES. 6. ALIGN FIN OF WALL WITH FIN OF COL WRAP 1. RATED COLUMN WRAP C5_ TYP. a. SOLID WD 5X8 COLUMN TYP INSIDE TALL WINDOWS AT VERT MULLIONS. RE: 5 /A190 13. 5 FIXED SHELVES p V 137 main street, suite G004 box 5055 edwards, colorado 81632 970,926.2622 rkd@rkdarch.com • • job number 04070 issue XX DOOR TAG (REF SHEETS A - A Permit set 01.29.07 Const. set I UJXI WALL, ROOF, 4 FLOOR ASSEMBLY TAGS (REF SHEET A4.10) ALL UNIT INTERIOR WALLS ARE W4 NON-RATED UND. WITH WALL TAG REPRESENTS WOOD FLOOR REPRESENTS TILE FLOOR 71E E::] REPRESENTS CARPET (EXCEPT AT OUTDOOR PATIO) Ag ENLAR5EP UNIT PLAN GENERAL NOTES: REVISED KITCHEN LAYOUT 1. THE CONTRACTOR SHALL KIM ANY DISCREPANCIES CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS IMMEDIATELY TO THE ARCHITECT. 2. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES IN DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT AND RESOLVED PRIOR TO COMMENCEMENT OF WOW, 3. ALL DOORS HAVE 4' RETURN OR ARE CENTERED WITHIN WALLS, UND. 4. ALL DIMENSIONS TERMINATING THUS: ARE FROM FACE OF STUD, 7 FACE OF CONCRETE, ETC., ARE FROM CENTERLINE OF GRID, 0111 WINDOW, COLUMN, ETC. _jam - ARE TO FACE OF GYP 5D OR OTHER BASE FINISH MATERIAL 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS FOR, BUT NOT LIMITED TO, FHA BATHROOM TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, BUILT -INS, AND COUNTERTOPS. 6. ALL UNITS HAVE TWO (2) FHA SPECIFICATION TYPE '15' BATHROOMS (ONE (1) POWDER ROOM AND ONE (1) MASTER BATHROOM) AND r4 ACCESSIBILITY FOR KITCHENS AND LAUNDRY APPLIANCES. A 1. ALL FHA BATHROOMS HAVE REMOVABLE CABINETRY AT SINKS FOR KNEE CLEARANCES. 8. PROVIDE 6' STUD WALLS AT ALL POCKET DOORS, PLUMBING WALLS, AND AS SPECIFIED BY ARCHITECTURAL OR STRUCTURAL DRAWINGS. li REFERENCE DOOR AND WINDOW SCHEDULES ON SHEETS A990 THRU A9D4 FOR SPECIFIED SIZES, TYPES, MATERIALS, AND FIRE RATINGS. 10. REFERENCE INTERIORS DRAWINGS FOR INTERIOR ELEVATIONS 11. ALL UNIT INTERIOR WALLS ARE W4 NON-RATED UND. WITH WALL TAG 12. ALL STRUCTURAL STL COLUMNS TO BE WRAPPED WITH CBI (TWO HOUR EXCEPT WHEN SUPPORTING ROOF ONLY, LL441CH 15 ONE HOUR). p V 137 main street, suite G004 box 5055 edwards, colorado 81632 970,926.2622 rkd@rkdarch.com • • job number 04070 issue date Permit set 01.29.07 Const. set 04.20.07 Al � Revised Permit 12.14.07 Rev. Permit Resp. 1.14.08 04 ni .114 sheet Ode UNIT 302 ENLARGED PLAN sheet number A8.40 RECESSED CAN LIGHT FAINT WOOD CABINETS SURROLINDING VANITY COUNTERTOP PER OPTION CABINETS PER MANUFACTURER WOOD PER OPTION TILE OPTION FRAMELESS 455 SHOWER ENCLOSURE O UNIT 30 I MASTER BATH 0 30_15 LIGHT SECONDARY BATH 11 320 FLOOR 4 BASE T-18 BASE T-18 SECONDARY BATH 0 320 WOOD AND METAL 5A.5 3 /a• L RECESSED CAN LIGHTS RECESSED ROPE LIGHT DROPPED CEIL WOOD CABINETS L SURROUNDING - -' J VANITY FAINT i'!1 e�l }} COUNTERTOP �J<E-UP M101 HOOK (PER OPTION) l ti f i i HN d { ) { � { job number MAN TILE (PER WOOD CABINETS 1, SURROUND IwG W VANITY 4 14 T IA a TOWEL BAR COUNTERTOP T (PER OPTION) 48' TOWEL BAR - 'a t iTl JOU ------ FAINT T T4 1+ lt, t 1 . SECONDARY BATH 11 320 FLOOR 4 BASE T-18 BASE T-18 SECONDARY BATH 0 320 WOOD AND METAL 5A.5 3 /a• L RECESSED CAN LIGHTS RECESSED ROPE LIGHT N, X DROPPED CEIL WOOD CABINETS L SURROUNDING - -' J VANITY FAINT i'!1 e�l }} COUNTERTOP �J<E-UP M101 HOOK (PER OPTION) l ti f i i HN d { ) { � { job number MAN TILE (PER WOOD CABINETS OPTION) SURROUND IwG N, X DROPPED CEIL L J ------- FAINT i'!1 e�l }} �j} �J<E-UP M101 HOOK � l ti f i i HN d { ) { � { job number 04070 WOOD CABINETS j SURROUND IwG CABINETS PER MANUFACTURER WOOD PER OPTION UNIT 302 MASTER BATH 0 316 - -- T-10 TILE FRAMED SLIDING GLASS GOOD ZQ (D��?%PRY RM *31 TOILET PAPER HOLDER SIDE WALLS FAINT WITH MAIN TILE BASE t.-, UNIT 302 MASTER BATH 0 316 -Q 3)w■1'-0' UNIT 01 1 MASTER IIAT14 0 3011 PANT 36' TOWEL BAR TOILET PAPER 44 41, '1, HOLDER T 4 -� FLOOR 4 BASE T-18 SECONDARY BATH +'320 IT 'ECESSED ROPE LIGHT DROPPED CEILING BEYOND FAINT DROPPED CEILING DECORATIVE TILE (PER OPTION) WALL BEHIND TUB AND SHOWER TUB DECK AND BENCH T3-F-6XI8 414XI8 MAIN TILE PER OPTION ELEC PANEL UJD-( 0 323 AM-: ER OPTION 8 , - -,,'�5Er,(0Nr.>Apy BATH 0 311 . 3w ■ P-110 ROPE LIGHT RECESSED ROPE LIGHT PO CEILING T-18 TILE 5 SECONDARY BATH 0 311 SIAW �71 FRAMED SLIDING GLASS DOOR BASE 4 FLOOR T 10 SECONDARY 5ATH � 15 FAINT WC SIDE AND OPP WALLS SECO �RY I I �AT 1 � 1, O� FAINT LIGHT MIRROR MOUNTED FLUSH WITH TILE INSIDE J' ALUMINUM REGLET FRAME SCONCE HOOK GRANITE VENEER COUNTERTOP REMOVEA5LE CABINET TOILET PAPER HOLDER RECESSED ROPE LIGHT DROPPED CEIL J ------- 3.� } f � 3 �� tlEt ..f i'!1 e�l }} �j} !} 3�� � l ti f i i HN d { ) { � { job number 04070 WOOD CABINETS j SURROUND IwG W VANITY ------ ------ T IA a TOWEL BAR COUNTERTOP (PER OPTION) t 1i t iTl JOU UNIT 01 1 MASTER IIAT14 0 3011 PANT 36' TOWEL BAR TOILET PAPER 44 41, '1, HOLDER T 4 -� FLOOR 4 BASE T-18 SECONDARY BATH +'320 IT 'ECESSED ROPE LIGHT DROPPED CEILING BEYOND FAINT DROPPED CEILING DECORATIVE TILE (PER OPTION) WALL BEHIND TUB AND SHOWER TUB DECK AND BENCH T3-F-6XI8 414XI8 MAIN TILE PER OPTION ELEC PANEL UJD-( 0 323 AM-: ER OPTION 8 , - -,,'�5Er,(0Nr.>Apy BATH 0 311 . 3w ■ P-110 ROPE LIGHT RECESSED ROPE LIGHT PO CEILING T-18 TILE 5 SECONDARY BATH 0 311 SIAW �71 FRAMED SLIDING GLASS DOOR BASE 4 FLOOR T 10 SECONDARY 5ATH � 15 FAINT WC SIDE AND OPP WALLS SECO �RY I I �AT 1 � 1, O� FAINT LIGHT MIRROR MOUNTED FLUSH WITH TILE INSIDE J' ALUMINUM REGLET FRAME SCONCE HOOK GRANITE VENEER COUNTERTOP REMOVEA5LE CABINET TOILET PAPER HOLDER RECESSED ROPE LIGHT BASE MAIN TILE (PER OPTION) TILE PER OPTION 1 p DROPPED CEIL J � � 3.� } f � 3 �� tlEt ..f i'!1 e�l }} �j} !} 3�� � l ti f i i HN d { ) { � { job number 04070 WOOD CABINETS j SURROUND IwG W VANITY ------ ------ COUNTERTOP (PER OPTION) BASE MAIN TILE (PER OPTION) TILE PER OPTION 1 p J � � 3.� } f � 3 �� tlEt ..f i'!1 e�l }} �j} !} 3�� � l ti f i i HN d { ) { � { job number 04070 W ------ ------ 1. it I=Oujof r-r FRAMED SLIDING WI GLASS DOOR --- - - - 13,45E 4 FLOOR T-10 SECONDARY BATH 0 311 1 . . 3/10 9 M -o ZQ MAIN TILE (PER OPTION) 4 (b BASE MAIN TI LE UNIT 302 MASTER BATH 0 316 FAINT FLOOR PATTERN T-21 4 T-22 POWDER 3 �11M � POW DER %D�E!R- F; ��M �*32 3 10 5 RECESSED CAN LIGHTS WOOD - 147 M AKE-UP,,, PAINT MIRROR WOOD CABINETS SURROUNDING VANITY HOM COUNTERTOP (PER OPTION) TOILET PAPER HOLDER BASE MAIN TILE j (PER OPTION) MAIN TILE BASE IT 30 MASTER BATH � CEILING T-18 TILE RECESSED ROPE LIGHT 1AIN TILE (PER OPTION) 36' TOWEL BAR 137 main street, suite G004 box 5055 edwards, Colorado 81632 970.926.2622 rkd @rkdarch.com W Z W > � o o U) z � Qo 0 WNW Q 3 a > 0 TM 0 STAMP OF RECORD: J � � 3.� } f � 3 �� tlEt ..f i'!1 e�l }} �j} !} 3�� � l ti f � �4 d { ) { � { job number 04070 W t 1i t iTl JOU HUM M 1 1 �j 4 It i �P4 0 1 ; i, !! if R1 1 11 i , ,- D H 4 mi i 4 i fl i- I r! n ZQ MAIN TILE (PER OPTION) 4 (b BASE MAIN TI LE UNIT 302 MASTER BATH 0 316 FAINT FLOOR PATTERN T-21 4 T-22 POWDER 3 �11M � POW DER %D�E!R- F; ��M �*32 3 10 5 RECESSED CAN LIGHTS WOOD - 147 M AKE-UP,,, PAINT MIRROR WOOD CABINETS SURROUNDING VANITY HOM COUNTERTOP (PER OPTION) TOILET PAPER HOLDER BASE MAIN TILE j (PER OPTION) MAIN TILE BASE IT 30 MASTER BATH � CEILING T-18 TILE RECESSED ROPE LIGHT 1AIN TILE (PER OPTION) 36' TOWEL BAR 137 main street, suite G004 box 5055 edwards, Colorado 81632 970.926.2622 rkd @rkdarch.com W Z W > � o o U) z � Qo 0 WNW Q 3 a > 0 TM 0 STAMP OF RECORD: J job number 04070 WOOD CABINETS SURROUNDING VANITY COUNTERTOP (PER OPTION) PAINT REMAINING WALLS MAIN TILE BASE (PER OPTION) issue date add 5 06.08.07 Revised Permit 12.14.07 UNIT 302 INTERIOR ELEVATIONS sheet number r,�LJNIT 302 MASTER BATH owa (spec 5,) X I 331 HALLWAY 338 1�1D __ FHA SPEC 'n 3as a As.5t POWDER i 340 � E M 336 I'' -b' I I I WALL TAGS ALL NEW ( I 15' -0' GRAB BAR GUI1DELINE5: r- NOTE : DETAILS SHOW ACCESSIBLE REQUIRED DIMENSIONS FOR TYPICAL FIXTURES AND ACCESSORIES DASHED LINES REPRESENT BLOCKMG REQURRV ENT5 FOR ACCESSIBLE 4 ADAPTABLE RESTROOMS s ACTUAL PLAN 4 WALL LAYOUT MAY VARY WALLS SNOW FOR GRAPHIC PURPOSES ONLY 1 54" MIN 12" 42" MIN i .. -. _.._.. m 1 � 137 main street, suite 0004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com I I \ .. ..... .. I — — — — — - -- -- I f I � \ W6 __.2nd_MASTER_ 333 — -- -- a e d 4 d 4 ° III (� \ °. ' e i I I o I o 4 4 4 do ° 4 a 4 d 4 °A e n a 14' -0' 15' -0' 15' -0' I i 16' -0' G.2 - ____ __ 14 n 3' -21' I \ 1 I I I i ( { I EE \ i I E i I 0 t Plan 14• =fro' 15' -0' F11 STUDY -- - — _ -- -- — fir - -- - -- 3� ( 0 -Ili, ( � 3dl CL S. DEN n -3 3 332 329 �s ns.5� IT 6' 3'_2'`f' g' LOS. _ I P AND w '� 349 t I CORRIDOR WALL AND LAYOUT �_ } � I -��.� �.__ � 346 347 COR 12" MAX 124" MIN 4" ;HOWER I� :ONTROL ( AREA FOOT OF TUB BACK OF TUE 12" m �I� r �31r7 UNIT PLAN KEYNOTES: --Ej 1. ELECTRICAL PANELS 2. CLOSET ROD AND SHELF 3. BLOCKING FOR GRAB BARS 4, UPPER CABINETS 5. CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBILITY AT FIXTURES AND APPLIANCES. b. ALIGN FIN OF WALL WITH FIN OF COL WRAP 1. RATED COLUMN WRAP CB TYP. 8. SOLID WD 8X8 COLUMN TYP INSIDE TALL WINDOWS AT VERT MULLIONS. RE: 5/A150 9. 5 FIXED SHELVES XX DOOR TAG (REF SHEETS AWO - A930) F Lu—xl WALL, ROOF, 4 FLOOR ASSEMBLY TAGS (REF SHEET A4.10) ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UN.O. WITH WALL TAG REPRESENTS WOOD FLOOR REPRESENTS TILE FLOOR REPRESENTS CARPET (EXCEPT AT OUTDOOR PATIO) ENLARGED UNIT PLAN GENERAL NOTES: 1. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS IMMEDIATELY TO THE ARCHITECT. 2. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES N DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT AND RESOLVED PRIOR TO COMMENCEMENT OF WORK. 3. ALL DOORS HAVE 4' RETURN OR ARE CENTERED WITHIN WALLS, UN.O. 4. ALL DIMENSIONS TERMINATING THUS: ARE FROM FACE OF STUD, FACE OF CONCRETE, ETC., ARE FROM CENTERLINE OF GRID, WINDOW, COLUMN, ETC. _ ARE TO FACE OF GYP BD OR OTHER BASE FINISH MATERIAL 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS FOR, BUT NOT LIMITED TO, FHA BATHROOM TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, BUILT -INS, AND COUNTERTOP5. 6. ALL UNITS HAVE TWO (2) FHA SPECIFICATION TYPE 'B' BATHROOMS (ONE (1) POWDER ROOM AND ONE (1) MASTER BATHROOM) AND ACCESSIBILITY FOR KITCHENS AND LAUNDRY APPLIANCES. 1. ALL FHA BATHROOMS HAVE REMOVABLE CABINETRY AT SINKS FOR KNEE CLEARANCES. S. PROVIDE 6' STUD WALLS AT ALL POCKET DOORS, PLUMBING WALLS, AND AS SPECIFIED BY ARCHITECTURAL OR STRUCTURAL DRAWINGS. 9, REFERENCE DOOR AND WINDOW SCHEDULES ON SHEETS ASM THRU A904 FOR SPECIFIED SIXES, TYPES, MATERIALS, AND FIRE RATINGS. 10. REFERENCE INTERIORS DRAWINGS FOR INTERIOR ELEVATIONS 11. ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UN.O. WITH WALL TAG 12. ALL STRUCTURAL STL COLUMNS TO BE WRAPPED WITH C51 (TWO HOUR, EXCEPT WHEN 5UPPORTNG ROOF ONLY, WHICH IS ONE HOUR). U) Uj 0 z LU . i 0 u j LU 0 Uj U LU j 0 0 • I job number 04070 issue date Permit set 01.29.07 Const. set 04.20.07 0 Revised Permit 12.14.07 Zj Rev. Permit Resp. 1. 14.08 sheet title UNIT 303 ENLARGED PLAN sheet number A8.50 Cl 0 v v _a a t RECESSED L IGHT - - --- -- RECESSED ROPE LIGHT / :fl 1 v 0 6i in A hit UPPER CA511BET WOOD A METAL I r LAUNDRY RM "339 FRAMED SLIDING GLASS DOOR BASE T-18 PAINT TOILET PAPER HOLDER FRAMED SLIDING GLA55 DOOR SEGONDARY BATH 0 331 5 3/8• • t'-o' T -18 TILE UNIT 303 I MASTER BATH 0 330 ( ' B ' ) 3wel' -D' FILLER AS nArLIT 111,- A►1n 111A1 1 3/d' ■I'-D' t fA t11 t- PA " FRAME[ SLIDING GLAS; DOOF NICHE i � I 4 wn AND BASE t BATH �'33� ( j) 5? � TOARY LAUNDRY RM +'339 I 1i 1 It RECESSED ROPE LIGHT MAIN TILE (PER OPTION) 36' TOWEL BAR PAINT UNIT 303 / MAS TER t .SPLASH OPTION TOILET PAPER HOLDER FRAMELESS GLASS TH 0 330 RECESSED ROPE LIGHT DECORATIVE TILE (PER OPTION) WALL BEHIND TO AND SHOWER MAIN TILE (PER OPTION) SAME AS FLOORING MAIN TILE (PER OPTION) WOOD CABINETS SAME AS FLOORING G SURROUNDING VANITY 24' TOWEL BAR 'AINT RECESSED LIGHT RECESSED ROPE LIGHT �o 1 CABINETS PER V-4' ;- 5' -9' � 1' -4' i �- MANUFACTURER WOOD PER OPTION UNIT 303 / MASTER BATH 0 330 i r j a J' 7 S t T' £C p 7 mh 'Y ' §a$"lp4- f $ °Y P h (} {" 49 I- 11,t.tt s.SIM(E {{yy 71? 3 ai -r-i -Y I V Y It }� 1 E " i � Rt Ly ? ? ?_ } . b x if PI kpST� 1'5 4 f § ^a 45 §Y T { p j2 "All X. I� Y, p45rf5 2 1 ' LF Z. I in A hit UPPER CA511BET WOOD A METAL I r LAUNDRY RM "339 FRAMED SLIDING GLASS DOOR BASE T-18 PAINT TOILET PAPER HOLDER FRAMED SLIDING GLA55 DOOR SEGONDARY BATH 0 331 5 3/8• • t'-o' T -18 TILE UNIT 303 I MASTER BATH 0 330 ( ' B ' ) 3wel' -D' FILLER AS nArLIT 111,- A►1n 111A1 1 3/d' ■I'-D' t fA t11 t- PA " FRAME[ SLIDING GLAS; DOOF NICHE i � I 4 wn AND BASE t BATH �'33� ( j) 5? � TOARY LAUNDRY RM +'339 I 1i 1 It RECESSED ROPE LIGHT MAIN TILE (PER OPTION) 36' TOWEL BAR PAINT UNIT 303 / MAS TER t .SPLASH OPTION TOILET PAPER HOLDER FRAMELESS GLASS TH 0 330 RECESSED ROPE LIGHT DECORATIVE TILE (PER OPTION) WALL BEHIND TO AND SHOWER MAIN TILE (PER OPTION) SAME AS FLOORING MAIN TILE (PER OPTION) WOOD CABINETS SAME AS FLOORING G SURROUNDING VANITY 24' TOWEL BAR 'AINT RECESSED LIGHT RECESSED ROPE LIGHT �o 1 CABINETS PER V-4' ;- 5' -9' � 1' -4' i �- MANUFACTURER WOOD PER OPTION UNIT 303 / MASTER BATH 0 330 BASE TILE PER OPTION___ _ - BASE PER OPTION POWDER RM 0 340 (S ec 'B') 13 3�8' • �'_m, TILE PER OPTION COUNTER PER OPTION \ TOILET PAPER HOLDER r i r j a J' 7 S t T' £C p 7 mh 'Y ' §a$"lp4- f $ °Y P h (} {" 49 I- 11,t.tt s.SIM(E {{yy 71? 3 ai -r-i -Y I V Y It }� 1 E " i � Rt Ly ? ? ?_ } . b x if PI kpST� 1'5 4 f § ^a 45 §Y T { p j2 "All X. I� Y, p45rf5 2 1 ' 44 1 t � F 1 4 g BASE TILE PER OPTION___ _ - BASE PER OPTION POWDER RM 0 340 (S ec 'B') 13 3�8' • �'_m, TILE PER OPTION COUNTER PER OPTION \ TOILET PAPER HOLDER r POWDER RM +'340 , �,_�. 137 main street, suite G004 box 5055 edwards, Colorado 81632 970.926.2622 rkd @rkdarch.com UJ U Z W W >_ pro - � 0 U) Z q W QO z0 W y V Q3Q Uo > U) M vI V' Q U job numbii O'—' TO n ' issue date add 5 06.08.07 A\ I Revised Permit 12.14.07 meet in�e UNIT 303 INTERIOR Et.EVATIONS sheet number <t ,UNIT 303 / MASTER BATH 0 330 SECONDARY BATH 0 331 SECONDARY BATH 0331 + ° b 4 4 k f p j2 F b i $ ] d t a { t3¢ ys f 7 g {1 5 A l [ b P POWDER RM +'340 , �,_�. 137 main street, suite G004 box 5055 edwards, Colorado 81632 970.926.2622 rkd @rkdarch.com UJ U Z W W >_ pro - � 0 U) Z q W QO z0 W y V Q3Q Uo > U) M vI V' Q U job numbii O'—' TO n ' issue date add 5 06.08.07 A\ I Revised Permit 12.14.07 meet in�e UNIT 303 INTERIOR Et.EVATIONS sheet number <t ,UNIT 303 / MASTER BATH 0 330 SECONDARY BATH 0 331 SECONDARY BATH 0331 i H T U) 4 1 j1 mow O .•dAi v 0 a 0 76 `_ t; y L a e 4)_____ __ 0) _____ 0 G.4 G.1 0 F.9 F.1 e N 1 2 3 4 5 6 6.9 7 8 9 9.5 10 11 12 13 I i 1 fit' NOTE DETAILS SMOW ACCE88BLE WAZED DR"ENN" FOR rfMCAL FDOAV -6 AND ACCOGOM DA&M LIES FiPI ESENT BLOCKNCs F EQINUEI" WI3 FOR ACCEWU E 4 ADAFtABLE RESTR001'1b c s A IUAL KM 4 U14LL LAYOUT MAY VARY MI6 64M FOR GRAPHIC MAWOWA ONLY 1 124 MIN I 4 12" MAX' 24 MIN i24" MAX) 12" MIN 1 t ­SHOWER' ' CONTROL m m - - AREA FOOT OF TUB BACK OF Tile r•EAD OF TUB J in UNIT PLAN KEYNOTES: --�j w� --- _.._ - -. -- _ 1. ELECTRICAL PANELS 2. CLOSET ROD AND SHELF 3. BLOCKING FOR GRAB BARS CA T _ 4. UPPER CABINETS 5. CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBILITY AT s, FIXTURES AND APPLIANCES. 6. ALIGN FIN OF WALL WITH FIN OF COL WRAP 1. RATED COLUMN WRAP CB TYP. 8. SOLID WD 8X8 COLUMN TYP INSIDE TALL WINDOWS AT VERT 9 MULLIONS. RE- 5/A1.50 ! ! ADDED DIMS 9. 5 FIXED SHELVES i P E Unit 401 Plan scale. v4• _ iv 1 XX DOOR TAG (REF SHEETS A900 - A930) l u—Jx] WALL, ROOF, 4 FLOOR ASSEMBLY TAGS (REF SHEET A4.10) ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UN.O. WITH WALL TAG REPRESENTS WOOD FLOOR REPRESENTS TILE FLOOR REPRESENTS CARPET (EXCEPT AT OUTDOOR PATIO) EN)_AR3EP UNIT PLAN GENERAL NOTES: 1. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS IMMEDIATELY TO THE ARCHITECT. 2. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES IN DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT AND RESOLVED PRIOR TO COMMENCEMENT OF WORK 3. ALL DOORS HAVE 4' RETURN OR ARE CENTERED WITHIN WALLS, UNA. 4. ALL DIMENSIONS TERMINATING THUS: ARE FROM FACE OF STUD, FACE OF CONCRETE, ETC., ARE FROM CENTERLINE OF GRID, WINDOW, COLUMN, ETC. ARE TO FACE OF GYP BD OR OTHER BASE FINISH MATERIAL 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS FOR, BUT NOT LIMITED TO, FHA BATHROOM TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, BUILT -NS, AND COUNTERTOPS, 6. ALL UNITS HAVE TWO (2) FHA SPECIFICATION TYPE 'B' BATHROOMS (ONE (1) POWDER ROOM AND ONE (1) MASTER BATHROOM) AND ACCESSIBILITY FOR KITCHENS AND LAUNDRY APPLIANCES. 1. ALL FHA BATHROOMS HAVE REMOVABLE CABINETRY AT SINKS FOR KNEE CLEARANCES. 8. PROVIDE 6' STUD WALLS AT ALL POCKET DOORS, PLUMBING WALLS, AND AS SPECIFIED BY ARCHITECTURAL OR STRUCTURAL DRAWINGS. 9, REFERENCE DOOR AND WINDOW SCHEDULES ON SHEETS A9.00 THRU A904 FOR SPECIFIED SIZES, TYRES, MATERIALS, AND FIRE RATINGS. 10. REFERENCE INTERIORS DRAWINGS FOR INTERIOR ELEVATIONS 11. ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UN.O. WITH WALL TAG 12, ALL STRUCTURAL STL COLUMNS TO BE WRAPPED WITH C51 (TWO HOUR EXCEPT WHEN SUPPORTING ROOF ONLY, WHICH 15 ONE HOUR). 137 main street, suite G004 box 5055 edwards, Colorado 81632 970.926.2622 rkd @rkdarch.com U) 0 z LU . 0 • a ui LU 1 0 UJ U) UJ J 0 U) 0 STAMP OF RECORD; job number 04070 issue date Permit set 01.29.07 Const. set 04.20.07 0 Revised Permit 12.14.07 sheet title UNIT 401 ENLARGED PLAN sheet number A8.00 0 0 v 0 f a S N 0 0 t; 0 a a Q 1 2 3 4 5 6 649 7 8 905 10 11 n12 n13 14 i J -- O I O O Unit 401 upper Plan Sca1'.114' = IT " MIN c z 12" MAX 24" MIN ;24" NEW 7: 5HOWER CONTROL l AREA FOOT OF TUB BAGC OF TUB UNIT PLAN KEYNOTES: _f 3 m 12" HEAD OF TUB I. ELECTRICAL PANELS 2. CLOSET ROD AND SHELF 3. BLOCKING FOR GRAB BARS 4. UPPER CABINETS 5. CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBILITY AT FIXTURES AND APPLIANCES. 6. ALIGN FIN OF WALL WITH FIN OF COL WRAP 1. RATED COLUMN WRAP CB TYP. 8. SOLID WD 8X8 COLUMN TYP INSIDE TALL WINDOWS AT VERT MULLIONS. RE:5 /AlW 9. 5 FIXED SHELVES XX DOOR TAG (REF SHEETS A9.00 - A930) F &I WALL, ROOF, 4 FLOOR ASSEMBLY TAGS (REF SHEET A4.10) ALL UNIT INTERIOR WALLS ARE W4 NON -RATED U.N.O. WITH WALL TAG REPRESENTS WOOD FLOOR REPRESENTS TILE FLOOR REPRESENTS CARPET (EXCEPT AT OUTDOOR PATIO) ENLARCEP UNIT PLAN GENERAL NOTES: 1. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS IMMEDIATELY TO THE ARCHITECT. 2. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES IN DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT AND RESOLVED PRIOR TO COMMENCEMENT OF WORK 3. ALL DOORS HAVE 4' RETURN OR ARE CENTERED WITHIN WALLS, U.N.O. 4, ALL DIMENSIONS TERMINATING THUS: ARE FROM FACE OF STUD, FACE OF CONCRETE, ETC., _ ARE FROM CENTERLINE OF GRID, WINDOW, COLUMN, ETC. ARE TO FACE OF GYP BD OR OTHER BASE FINISH MATERIAL 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS FOR BUT NOT LIMITED TO, FHA BATHROOM TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, BUILT -INS, AND COUNTERTOPS. b. ALL UNITS HAVE TWO (2) FHA SPECIFICATION TYPE 'B' BATHROOMS (ONE (1) POWDER ROOM AND ONE (1) MASTER BATHROOM) AND ACCESSIBILITY FOR KITCHENS AND LAUNDRY APPLIANCES. 1. ALL FHA BATHROOMS HAVE REMOVABLE CABINETRY AT SINKS FOR KNEE CLEARANCES. 8. PROVIDE 6' STUD WALLS AT ALL POCKET DOORS, PLUMBING WALLS, AND AS SPECIFIED BY ARCHITECTURAL OR STRUCTURAL DRAWINGS. 9. REFERENCE DOOR AND WINDOW SCHEDULES ON SHEETS A91D0 THRU A91D4 FOR SPECIFIED SIZES, TYPES, MATERIALS, AND FIRE RATINGS. 10. REFERENCE INTERIORS DRAWINGS FOR INTERIOR ELEVATIONS 11. ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UN.O. WITH WALL TAG 12. ALL STRUCTURAL STL COLUMNS TO BE WRAPPED WITH CBI (TWO HOUR, EXCEPT WHEN SUPPORTING ROOF ONLY, WHICH IS ONE HOUR). 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com U) W U z LU UJ >_ pro _oo U) w �a � QO z0 w NW Q W J Q o > U� U) M N! r U STAMP, OF.REWRO., Fes= ' job number "'04070 issue date Permit set 01.29.07 Const. set 04.20.07 Al Revised Permit 12.14.07A9 sheet hue UNIT 401U ENLARGED PLAN NQrM DETAILS SNOW ACCESSIME A REOIRED DA'ENSm FOR TYPICAL. FXtQ; E6 AND ACCESSORIES DASHED LNES 1'IEPREMW SL.00KWs F EaMRE'ENIS FOR z ACCESSW 4 ADAPTABLE j RESTROOI15 o i i ACIUAL. PLAN 4 WALL LAYOUT MAY VARY WALLS SNOUN FOR GRAN' WC PURPOSES ONLY " MIN c z 12" MAX 24" MIN ;24" NEW 7: 5HOWER CONTROL l AREA FOOT OF TUB BAGC OF TUB UNIT PLAN KEYNOTES: _f 3 m 12" HEAD OF TUB I. ELECTRICAL PANELS 2. CLOSET ROD AND SHELF 3. BLOCKING FOR GRAB BARS 4. UPPER CABINETS 5. CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBILITY AT FIXTURES AND APPLIANCES. 6. ALIGN FIN OF WALL WITH FIN OF COL WRAP 1. RATED COLUMN WRAP CB TYP. 8. SOLID WD 8X8 COLUMN TYP INSIDE TALL WINDOWS AT VERT MULLIONS. RE:5 /AlW 9. 5 FIXED SHELVES XX DOOR TAG (REF SHEETS A9.00 - A930) F &I WALL, ROOF, 4 FLOOR ASSEMBLY TAGS (REF SHEET A4.10) ALL UNIT INTERIOR WALLS ARE W4 NON -RATED U.N.O. WITH WALL TAG REPRESENTS WOOD FLOOR REPRESENTS TILE FLOOR REPRESENTS CARPET (EXCEPT AT OUTDOOR PATIO) ENLARCEP UNIT PLAN GENERAL NOTES: 1. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS IMMEDIATELY TO THE ARCHITECT. 2. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES IN DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT AND RESOLVED PRIOR TO COMMENCEMENT OF WORK 3. ALL DOORS HAVE 4' RETURN OR ARE CENTERED WITHIN WALLS, U.N.O. 4, ALL DIMENSIONS TERMINATING THUS: ARE FROM FACE OF STUD, FACE OF CONCRETE, ETC., _ ARE FROM CENTERLINE OF GRID, WINDOW, COLUMN, ETC. ARE TO FACE OF GYP BD OR OTHER BASE FINISH MATERIAL 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS FOR BUT NOT LIMITED TO, FHA BATHROOM TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, BUILT -INS, AND COUNTERTOPS. b. ALL UNITS HAVE TWO (2) FHA SPECIFICATION TYPE 'B' BATHROOMS (ONE (1) POWDER ROOM AND ONE (1) MASTER BATHROOM) AND ACCESSIBILITY FOR KITCHENS AND LAUNDRY APPLIANCES. 1. ALL FHA BATHROOMS HAVE REMOVABLE CABINETRY AT SINKS FOR KNEE CLEARANCES. 8. PROVIDE 6' STUD WALLS AT ALL POCKET DOORS, PLUMBING WALLS, AND AS SPECIFIED BY ARCHITECTURAL OR STRUCTURAL DRAWINGS. 9. REFERENCE DOOR AND WINDOW SCHEDULES ON SHEETS A91D0 THRU A91D4 FOR SPECIFIED SIZES, TYPES, MATERIALS, AND FIRE RATINGS. 10. REFERENCE INTERIORS DRAWINGS FOR INTERIOR ELEVATIONS 11. ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UN.O. WITH WALL TAG 12. ALL STRUCTURAL STL COLUMNS TO BE WRAPPED WITH CBI (TWO HOUR, EXCEPT WHEN SUPPORTING ROOF ONLY, WHICH IS ONE HOUR). 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com U) W U z LU UJ >_ pro _oo U) w �a � QO z0 w NW Q W J Q o > U� U) M N! r U STAMP, OF.REWRO., Fes= ' job number "'04070 issue date Permit set 01.29.07 Const. set 04.20.07 Al Revised Permit 12.14.07A9 sheet hue UNIT 401U ENLARGED PLAN sheet number A 5Q" MIN 42 ( " MIN PAINT - -- -- _ LIGHT -- MIRROR MOUNTED - } FLUSH WITH TILE INSIDE T-10 TILE q , '< .z- y.:.: -0 . -. efi,b - +`" }_ : 1..._ ._. ._.. '�'_ 3 {.. t.} ; #4},'.11 .t� {,a r•y: FRAME { {{ JJ g 7 PAINT a . a SCONCE - T -10 TILE 0 _.. _ E t } L . §,�, t + P 5 #-.1 Yx4yn - PAINT v - PAINT – 5 -1 COUNTERTOP L 24' TOWEL �; NOOK 36' TOWEL- t BACKSPLASH ; i! r x�� £ "' • •°• +' g s� BAR BAR :.{ it i ' ; -- - - ' �n b+ f _ , _____ - :: 24 EQ EQ TOWEL BAR t j, 4. . , ' ',k GRANITE __ I.} � P - � � �4+ � � Aga �._ i i b. � � � � # �v. b VENEER W f .. d.} a A 4 9 4 } L b { P j x J ....... ,._ ...., 5 OU t f - f ++ 16 [` b ` } 4,b CNTERTOP % v_ p � :'.� z � fi �: __ _ __________ _ r -_ _ r ,... g;t 1 ad }F {;+ , +,+ REMOVEABLE TOILETS a r Q $ - # ; � CABINET _ COUNTERTOP t e _ _ PAI — �R, a.P std §' '� ; Fs F i.�df t i_ 0 - HOLDER IIi- -- CABINETS ;� _ :' - TOILET PAPER BACK5PLA5H 0 - e PER MAN F. t HOLDER _. C4 V y ° . }.. _t CV pb a P#� §� t $ } a a,: 77 Sj¢ TI j y§ L d 5 pt 5 wa d_ ..� • y .„ § k • d . � .. .. ±"�'� � ,y 1 i�:3'T2'£.«iY._ :>r.;:.'.'> 'E' �L' �� *L�' � 2� 2y • FLOOR t BASE T -18 .____. FLOOR t BASE T -I FLOOR t BASE T -10 - FLOOR t BASE T -IS�__ 3 1_6' ___ __�.__ - BASE PER OPTION 5A5E PER OPTION Seconder Seth +'401 CFNA ec 'B'1 con der Math �'40� Secon Seth +'401 Seconder Bath +'40� 5 Powder R "41= Pow RECESSED -o' ( �> Ss ie' ■ ' 3 3/8' • �'-D• 4 3/8' • 1'� 9/s' .�' -o' 3A6 • i -® RECESSED CAN LIGHTS— --- - -.---- ROPE LIGHT ! MAKE -UP MIRROR__ __ —._ RECESSED _ _ __ R ECESSE D ROPE CAN LIGHTS � f � — — 1 � i f WOOD CABINE } _ ,__.. / {�p��a�, A1bm _ �� \ - kEd+ DECORATIVE TILE (PER OPTION) PANT e PAINT EQ — Ea WALL BEHIND TUB MAIN TILE -f - - -- HOOK \ \ t t 1 jl is l '' AND SHOWER (PER OPTION) 1 _ 1t 3 I , ,C'f i =i , rn COUNTERTOP -- \ 36 TOWEL BAR _ : } lt, ,1 r t #„ -- MAIN TILE AT kl GOIINTERTOP ( PER OPTION) \ - t o \ (PEROPTION) fit <� 1 ; MAIN TILE (PER OPTION) (PER OPTION) - ;fi ¢ tk +, l , + , � - -- r 137 main street, suite G004 TOILET PAPER O ( { ` HOLDER 1 4+ tk ((=;t - }s�( ` +� box 5055 - ` . 1z I eGZla,s _ zt .t, "� edwards, Colorado 81832 MAIN TILE BASE _ . 1 I 'c- 970.926.2622 (PER OPTION) VE RIFT HT W/ e �' +� rkd @rkdarch.com n ; ry MAIN TILE BASE _ _ .. r . ._ ; .. _{ _- - -- ? 5 ECTED TUB YP (PER OPTION) _ - -- _ - z- MAN TILE BASE - CABINETS PER (PER OPTION) MANUFACTURER UNIT 401U /Master Beth 0 50 WOOD PER OPT ION UNIT 401U / - Master Seth 0 5 - 01 UNIT 401U / Master Beth 0 501 UNIT 401U / Master Beth 0 501 � �,�•.�'�. 8 sre•.�' -o• 9 3/8•.x' -o• 10 �,�t,�,_ UJ V! _ - -- - - LIGHT LIGHTS LIGHT- FRAMED SLIDING _ D OOR R - - GLASS DOOR LI GHT__ U D ' �¢}d L ._e qA �� £i _ .;, ; ♦ f .£-. ..- -. -- -PANT - -� - PAINT -- PAINT - -� v PAINT _ . T 4 � A T 10 ±+ , a t€ 0 € LU - - PA 5 $ UJ > .__._ .__ __ ____ 2 EQ __- EQ _ M t 4 TOWEL BAR - _ 4? ` T - TILE - ' "� +,..,> °:":y:., PAINT- T -18 TILE 36' TOWEL -- ! 36 t TOWEL - } �. 0 BAR BAR - �_: -.. 1 s j} j ' „ i 4 F P t ; r _, . - - COUNTERTOP ! 3 ° 1 -10 ---__— BAGK5PLA81 -{ __. - r� v/ ._� � . � � ' b ) 6 � € r IM . ` - - - -- WD -6, CABINETS UJ E1 tb� PER MANF � -a . > TOILET - e PAPER "k: - w i �'� H [[ __ PER J O HOLDER `t� - Y HOLDER > - FLOOR t 8,45E T -10 - FLOOR t BASE T -10 FLOOR t BASE T -18 FLOOR t BASE T -18 -- FLOOR t BASE T -10 FLOOR t 5A5E T -10 _______ ___ , .__._._ 21 - __ -_ _ ,�.___ �^ w Seconder Sa th +'511 Seconder Math 0 511 Seconds r Bath 0 511 Seconds r Seth *511 -35 onde r Bath +'515 Seconder Seth +'515 Seconder Bath 0 515 Seconder eth +'515 V 11 �,�.. 11 IN 12• . 1 /–•/ 13.. �'�. 14 �,�.. �' -o' 15 . �.- ir° �,�.. r i �,�.. �' -o• 18 3 �t , ,'_ot S Q W J Q 3a 0 0. U I' 6' 6' o> 3 r� N - i' -6' 1'_ v FILLER TYP. N UPPER CABINET N _....�_- 0 e ELECTRICAL N \ / / � \ / / PANEL-- - N ui A S 11_01 N _ — W _1 o ® ® ® 1 C _t >n c N tti1 43 < A7b0 a I STAMP OF RECORD: v o - - v w Lau fi3n 0 51 Laundr Rm 0 511 19 3 C ell s a RECESSED RE CESSED ROPE LIGHT x °` 14 CAN LIGHTS -» \- A1b0 _... - -- - RECESSED - 48' TOWEL -- LINE OF 1 CAN LIGHTg _ + -, BAR OPEN DOOR job nurriber 04070 u1 ! MIRROR---- j MAKE -UP V i WOOD CABINET NT PAINT RECESSED -- RL E LIGHT , _. � _ � o� � - PAINT - -- - PAINT - -- PA I 1 ` M ( I 1! 1� MAN TILE - - - `} 11 r , ,EE _ WOOD CABINETS I I + , ; 1 I , 1 > a £ i ! SURROUNDING V ANITY W hi __ (PER OPTION) t DECORATIVE TILE " (PER OPTION) E £ +11 ; r �I }f1 fi }t„ ��. F E I� � � J 1 �I I I £ , €� � "� ALL BEHIND TUB cd 1 € t ; `e, AND SHOWER — ( p $3� 1 �� �� 1 Y {I� � I L E �1l g�jl �� 1 �� J � �, (�. ' 1 COUNTERTOP HOOK c (PER OPTION) � � I l O 6 , - -_ - -- TOILET PAPER cc - -- a HOLDER (( � �� +�4` H �Gt ��b F� ' -- f,a, ,11 € I o-�. {.�t} �. COUNTERTOP - f -` , £ I - �� OOR BASE, TUB _ (PER OPTION) N v (1 LE PER OPT ION) fV - MAN TILE BASE MAIN TILE BASE sheet We 3 (PER OPTION) (PER OPTION) I i MAIN TILE ! - (PER OPTION) - U 401 INTERIOR ELEVATIONS 211 1' -4' - - - -- 8' -i0' — - — .� - I' -6' BASE MAIN TILE PER OPTION sheet number v 5 '° UNIT 401U /Mash• Sath +'519 UNIT 401U / Master Bath 0 519 UNIT 401U / Master Math "519 UNIT 401U / Master Bsth 0 519 21 , 22 3WEP -0. 23 3ia••r -,o• e��,•�, A8a Q G.4 G.2 G.1 F.9 F.7 0 E.6 O- 7O � (� 9.5 10 11 12 �w I M I v DIMS ADDED I I A REVISED I L.AYOUTS� * _ O' I / O / Z ' 0 - r-rr- I k I I I I I I k A s DIMS ADDED - -- 2'_1 8' -- __ OPTION A s Powder ft 0 426 2 pia• • r -m• 13 14 15 I WALL TAGS ALL c 12" MAX � 24" MIN 4" .. - ir. 4OUJER :ONTROL AREA FOO? OF no a REV. DIMS 1 n. n BACK OF TUB 12" m HEAD OF TUB UNIT PLAN KEYNOTES: --Mj I. ELECTRICAL PANELS 2. CLOSET ROD AND SHELF 3. BLOCKING FOR GRAB BARS 4. UPPER CABINETS 5. CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBILITY AT FIXTURES AND APPLIANCES. 6. ALIGN FIN OF WALL WITH FIN OF COL WRAP 1. RATED COLUMN WRAP CB TYR 8. SOLID WD 8X8 COLUMN TYP INSIDE TALL WINDOWS AT VERT MULLIONS. FE- 5/A150 9. 5 FIXED SHELVES NOTE, DETAILS SNOW ACCEeOW REl�I1RED D�ENBIONS FOR ACCESSORIES DASHED LWES REPREW ftoc 4 WXV11 1M FOR ACCESSW 4 ADAPTABLE MTRO" c ACTUAL PLAN 4 WALL LAYOUT MAY VARY WAILS 04M FOR GRAPHIC PIIR!'VM ONLY XX DOOR TAG (REF SHEETS ASW - A930) WALL, ROOF, 4 FLOOR ASSEMBLY TAGS (REF SHEET A4.10) ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UND. WITH WALL TAG REPRESENTS WOOD FLOOR REPRESENTS TILE FLOOR REPRESENTS CARPET (EXCEPT AT OUTDOOR PATIO) ENLARGED UNIT PLAN GENERAL NOTES: 1. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS IMMEDIATELY TO THE ARCHITECT. 2. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES IN DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT AND RESOLVED PRIOR TO COMMENCEMENT OF WORK 3. ALL DOORS HAVE 4' RETURN OR ARE CENTERED WITHIN WALLS, UND. 4. ALL DIMENSIONS TERMINATING THUS: ARE FROM FACE OF STUD, FACE OF CONCRETE, ETC., ARE FROM CENTERLINE OF GRID, WINDOW, COLUMN, ETC. ARE TO FACE OF GYP BD OR OTHER BASE FINISH MATERIAL 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS FOR, BUT NOT LIMITED TO, FHA BATHROOM TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, BUILT -INS, AND COUNTERTOPS. 6. ALL UNITS HAVE TWO (2) FHA SPECIFICATION TYPE 'B' BATHROOMS (ONE (U POWDER ROOM AND ONE (1) MASTER BATHROOM) AND ACCESSIBILITY FOR KITCHENS AND LAUNDRY APPLIANCES. 1. ALL FHA BATHROOMS HAVE REMOVABLE CABINETRY AT SINKS FOR KNEE CLEARANCES. 8. PROVIDE 6' STUD WALLS AT ALL POCKET DOORS, PLUMBING WALLS, AND AS SPECIFIED BY ARCHITECTURAL OR STRUCTURAL DRAWINGS. 1 1 REFERENCE DOOR AND WINDOW SCHEDULES ON SHEETS A THRU AS.04 FOR SPECIFIED SIZES, TYPES, MATERIALS, AND FIRE RATINGS. 10. REFERENCE INTERIORS DRAWINGS FOR INTERIOR ELEVATIONS 11. ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UND. WITH WALL TAG 12. ALL STRUCTURAL STL COLUMNS TO BE WRAPPED WITH C51 (TWO HOUR, EXCEPT WHEN SUPPORTING ROOF ONLY, WHICH IS ONE HOUR). L s ♦♦ n U) 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com co UJ 0 z LIJ W > ' • U) z w 9 i 0 Ld U LU J • job number 04070 issue date Permit set 01.29.07 Const. set 04.20.07 10 Revised Permit 12.14.07 Rev. Permit Resp. 1, 14.08 sheet clue UNIT 402 ENLARGED PLAN sheet number A8.7o x u-1 tYjdL 4 -4 i�'d F = 'I E -- { ,' , '/ � ' �i E� Y T P * �f g J ��- g T INSET IN TILE ¢' d 3',r1't ;p 6� t S P1t i. =4.. TOWEL NOOK 5-1 COUNTER - $T ,7 ° ; (REMOVABLE) - -- 2'_1 8' -- __ OPTION A s Powder ft 0 426 2 pia• • r -m• 13 14 15 I WALL TAGS ALL c 12" MAX � 24" MIN 4" .. - ir. 4OUJER :ONTROL AREA FOO? OF no a REV. DIMS 1 n. n BACK OF TUB 12" m HEAD OF TUB UNIT PLAN KEYNOTES: --Mj I. ELECTRICAL PANELS 2. CLOSET ROD AND SHELF 3. BLOCKING FOR GRAB BARS 4. UPPER CABINETS 5. CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBILITY AT FIXTURES AND APPLIANCES. 6. ALIGN FIN OF WALL WITH FIN OF COL WRAP 1. RATED COLUMN WRAP CB TYR 8. SOLID WD 8X8 COLUMN TYP INSIDE TALL WINDOWS AT VERT MULLIONS. FE- 5/A150 9. 5 FIXED SHELVES NOTE, DETAILS SNOW ACCEeOW REl�I1RED D�ENBIONS FOR ACCESSORIES DASHED LWES REPREW ftoc 4 WXV11 1M FOR ACCESSW 4 ADAPTABLE MTRO" c ACTUAL PLAN 4 WALL LAYOUT MAY VARY WAILS 04M FOR GRAPHIC PIIR!'VM ONLY XX DOOR TAG (REF SHEETS ASW - A930) WALL, ROOF, 4 FLOOR ASSEMBLY TAGS (REF SHEET A4.10) ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UND. WITH WALL TAG REPRESENTS WOOD FLOOR REPRESENTS TILE FLOOR REPRESENTS CARPET (EXCEPT AT OUTDOOR PATIO) ENLARGED UNIT PLAN GENERAL NOTES: 1. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS IMMEDIATELY TO THE ARCHITECT. 2. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES IN DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT AND RESOLVED PRIOR TO COMMENCEMENT OF WORK 3. ALL DOORS HAVE 4' RETURN OR ARE CENTERED WITHIN WALLS, UND. 4. ALL DIMENSIONS TERMINATING THUS: ARE FROM FACE OF STUD, FACE OF CONCRETE, ETC., ARE FROM CENTERLINE OF GRID, WINDOW, COLUMN, ETC. ARE TO FACE OF GYP BD OR OTHER BASE FINISH MATERIAL 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS FOR, BUT NOT LIMITED TO, FHA BATHROOM TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, BUILT -INS, AND COUNTERTOPS. 6. ALL UNITS HAVE TWO (2) FHA SPECIFICATION TYPE 'B' BATHROOMS (ONE (U POWDER ROOM AND ONE (1) MASTER BATHROOM) AND ACCESSIBILITY FOR KITCHENS AND LAUNDRY APPLIANCES. 1. ALL FHA BATHROOMS HAVE REMOVABLE CABINETRY AT SINKS FOR KNEE CLEARANCES. 8. PROVIDE 6' STUD WALLS AT ALL POCKET DOORS, PLUMBING WALLS, AND AS SPECIFIED BY ARCHITECTURAL OR STRUCTURAL DRAWINGS. 1 1 REFERENCE DOOR AND WINDOW SCHEDULES ON SHEETS A THRU AS.04 FOR SPECIFIED SIZES, TYPES, MATERIALS, AND FIRE RATINGS. 10. REFERENCE INTERIORS DRAWINGS FOR INTERIOR ELEVATIONS 11. ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UND. WITH WALL TAG 12. ALL STRUCTURAL STL COLUMNS TO BE WRAPPED WITH C51 (TWO HOUR, EXCEPT WHEN SUPPORTING ROOF ONLY, WHICH IS ONE HOUR). L s ♦♦ n U) 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com co UJ 0 z LIJ W > ' • U) z w 9 i 0 Ld U LU J • job number 04070 issue date Permit set 01.29.07 Const. set 04.20.07 10 Revised Permit 12.14.07 Rev. Permit Resp. 1, 14.08 sheet clue UNIT 402 ENLARGED PLAN sheet number A8.7o x u-1 SCONCE - - -- MIRROR W/ WD FRAME INSET IN TILE TOWEL NOOK 5-1 COUNTER - -- WD -6 CABINETS (REMOVABLE) TOILET PAPER _ HOLDER _ __.___- BASE PER - -- 2'_1 8' -- __ OPTION A s Powder ft 0 426 2 pia• • r -m• 13 14 15 I WALL TAGS ALL c 12" MAX � 24" MIN 4" .. - ir. 4OUJER :ONTROL AREA FOO? OF no a REV. DIMS 1 n. n BACK OF TUB 12" m HEAD OF TUB UNIT PLAN KEYNOTES: --Mj I. ELECTRICAL PANELS 2. CLOSET ROD AND SHELF 3. BLOCKING FOR GRAB BARS 4. UPPER CABINETS 5. CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBILITY AT FIXTURES AND APPLIANCES. 6. ALIGN FIN OF WALL WITH FIN OF COL WRAP 1. RATED COLUMN WRAP CB TYR 8. SOLID WD 8X8 COLUMN TYP INSIDE TALL WINDOWS AT VERT MULLIONS. FE- 5/A150 9. 5 FIXED SHELVES NOTE, DETAILS SNOW ACCEeOW REl�I1RED D�ENBIONS FOR ACCESSORIES DASHED LWES REPREW ftoc 4 WXV11 1M FOR ACCESSW 4 ADAPTABLE MTRO" c ACTUAL PLAN 4 WALL LAYOUT MAY VARY WAILS 04M FOR GRAPHIC PIIR!'VM ONLY XX DOOR TAG (REF SHEETS ASW - A930) WALL, ROOF, 4 FLOOR ASSEMBLY TAGS (REF SHEET A4.10) ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UND. WITH WALL TAG REPRESENTS WOOD FLOOR REPRESENTS TILE FLOOR REPRESENTS CARPET (EXCEPT AT OUTDOOR PATIO) ENLARGED UNIT PLAN GENERAL NOTES: 1. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS IMMEDIATELY TO THE ARCHITECT. 2. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES IN DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT AND RESOLVED PRIOR TO COMMENCEMENT OF WORK 3. ALL DOORS HAVE 4' RETURN OR ARE CENTERED WITHIN WALLS, UND. 4. ALL DIMENSIONS TERMINATING THUS: ARE FROM FACE OF STUD, FACE OF CONCRETE, ETC., ARE FROM CENTERLINE OF GRID, WINDOW, COLUMN, ETC. ARE TO FACE OF GYP BD OR OTHER BASE FINISH MATERIAL 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS FOR, BUT NOT LIMITED TO, FHA BATHROOM TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, BUILT -INS, AND COUNTERTOPS. 6. ALL UNITS HAVE TWO (2) FHA SPECIFICATION TYPE 'B' BATHROOMS (ONE (U POWDER ROOM AND ONE (1) MASTER BATHROOM) AND ACCESSIBILITY FOR KITCHENS AND LAUNDRY APPLIANCES. 1. ALL FHA BATHROOMS HAVE REMOVABLE CABINETRY AT SINKS FOR KNEE CLEARANCES. 8. PROVIDE 6' STUD WALLS AT ALL POCKET DOORS, PLUMBING WALLS, AND AS SPECIFIED BY ARCHITECTURAL OR STRUCTURAL DRAWINGS. 1 1 REFERENCE DOOR AND WINDOW SCHEDULES ON SHEETS A THRU AS.04 FOR SPECIFIED SIZES, TYPES, MATERIALS, AND FIRE RATINGS. 10. REFERENCE INTERIORS DRAWINGS FOR INTERIOR ELEVATIONS 11. ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UND. WITH WALL TAG 12. ALL STRUCTURAL STL COLUMNS TO BE WRAPPED WITH C51 (TWO HOUR, EXCEPT WHEN SUPPORTING ROOF ONLY, WHICH IS ONE HOUR). L s ♦♦ n U) 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com co UJ 0 z LIJ W > ' • U) z w 9 i 0 Ld U LU J • job number 04070 issue date Permit set 01.29.07 Const. set 04.20.07 10 Revised Permit 12.14.07 Rev. Permit Resp. 1, 14.08 sheet clue UNIT 402 ENLARGED PLAN sheet number A8.7o x u-1 ., U) r 14 - FRAMELESS _ - _- -__ -- Alb® GLASS SHOWER -- RECESSED • - - -- RECESSED -- ROPE LIGHT RECESSED CAN LIGHTS ROPE LIGHT ENCLOSURE RECESSED CAN 4444 GRAB B,4R G�1IDELINEB: i.. LIGHTS � 1- MAKE -UP MIRROR __ _ __ _ _ _ _ _ _ _ _ -- WOOD CABINETS--- } SU WOOD CABINETS -- -- - { ` [ _ VANITY I i i I q r � ;� - WOOD CABINETS SURROUNDING 1 i ' t t r t ? it ¢ fi, \ MAIN TI ( 14 d t r I ' � ,1 �l LE PER � }� Ik i ` } 5t11�0UNDING I _ __ -- -_- 44..44 OPTION) WALL i 54" MIN i I VANITY � 1. AMITY _�,. 4444_ __�_. : t `, e t .1: i { i 3 a —"1 .. _...._ .. f t ^ ' [ ,+ � 3 € % �� f^ -- ------- _.. ... � _ _ i DECORATIVE TILE -- -- 1i } 1 BEHIND TUB A �� r i , r E I! .; \ \ : �ggift} } TOWEL HOOK 12• 42" IN TILE COUNTERTOP - - (PER OPTION) ,, p , ; < i _ �.._ AND SHOWER € " (PER OPTION) WALL BEHIND TUB''` 2 - PAINT 4.4.44_ ; 4.444- - PAINT .6 - r 4.444__ _ __ _ _ Max i \ 1 IN e AND SHOWER ; k i „ i I ; , i , E , i I . _ \ `� $; N N , E _ j { 36 TOWEL BAR - -- jp 11 k _. tt t # __ ° -- - (PER OPTION) - - - O TI TI -- - / ( ,+r ; f ,� DECORATIVE LE - - -- MAIN TILE (PER I _ OPTION) WALL HI - {' I / BE ND TOILET � OPTION) WALL ; ; : ,,i t .E } ; qtr Y E. m a ;# / HER WALLS BEHIND TUB ;I < _ , .: / OT CABINETS PER - -- - -- - - - -- - i , IN WC TO BE PAINTED AND 5H MANUFACTURER M OWER i i ; / }�� ` W00 PER OPTION TOILET PAPER `- -- } `� i q" i HOLDER „ 5 IN -� SHOW AGCE88I 42" MI NOTE r _ - - Mp4IONS N TILE t BASE PER OPTION TILE t BASE PER Ol'TIGN ,�- -- - - - - -- - 6' -Il' -- __._ __. _ TILE t BASE PER OPTION ACpR} S Ate_. UNIT 402 / Maeter 138th 0 428 (r-14A ec 'R') UNIT 402 / Muter Rath 0 428 UNIT 402 / Master Bath 0 428 UNIT 402 / Muter Sath 0 428 2 3/8••r - 3 aia••r_o' 3ia••r -m• 3ie••r -�• DABIED L<NE8 REPRE8ENT OLOCKM 1:C MWo1 1T8 FOR z t� 11000I'168LE t ADAPTABLE a LIGHT s> ACLU& PLAN t U 4LL LAYOUT - MAY VARY w--- -- r`� \ E ��t � :: U 4LLS S 421IN FOR GRAPHIC T -10 TILE P11WOM ONLY T -10 TILE - PANT \ \ EQ EQ _ "v \ PANT � 24 ` 137 mar et, suit a G004 stre � r -- � n t Nl � COUNTERTOP t - (- T - edw 1632 A�` ^ �� �C�� . I d rk rk " MIN ards Colorado 8 ' + } Z" __ " •---- '- ..,:. -.' VS B �/i `1T/f - 1 & d i ed d� -1 �- As `i . darch com 24' TOWEL. 24' TOWEL -- 4; ' __ - - 970 926 2622 } / - _ f BAR \ / / BAR e TOILET — -- 12" - - - MAX 24" MIN 4" MAX 12" MIN I PAPER ..: - --- - - - HOLDER 7 / N WD -6 N t _f _ / - - ❑ - I _,__ _�___ 4444 � aHOWER } �} ! -- _ _ CABINETS, _\ _ i CONTROL FLOOR t BASE T -10 FLOOR t BASE T -10 - PER MANN 2' -6' - -- - FL00R t BASE T -I0 10 � 1 12 1 � 14 1 J � _..� _ __AREA Seconder Rath 0 ✓26 Sacondar Bath S26 Secondar Rath 0 826 U i Fool CF TUB BACK OF TUB HEAD OF TW \ UNIT 8 LIGHT PLAN KEYNOTES: Z W - --\ I. ELECTRICAL PANELS > W - - -- - - - _______ __ / 2. CLOSET ROD AND SHELF Uj / 3. BLOCKING FOR GRAB BARS Q 0 UPPER CABINETS - PAINT � \ \ / � PAMT � F'g - 4. U : l / _ ..__® _ _ _ -__ -- ____.__._____ _ .. ---- ___.,� ,�• 5. CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBILITY AT Z FIXTURES AND APPLIANCES. W F • 7 - -- -- — - -- - -- b. ALIGN FIN OF WALL WITH FIN OF COL WRAP > 0 / \ \ CLOSET I BATHR00 1, RATED COLUMN WRAP CB TYP. Q J / \ \ BA O e M LT 531 8. SOLID WD 8X8 COLUMN TYP INSIDE TALL WINDOWS AT VERT O 526 - ��� I � MULLIONS. RE: 5/A1,50 - \ / I U i ,A / \\ \� I a 5 FIXED SHELVES N w REVISED,LAYO \ FLOOR t BASE T -10 FLOOR t BASE T -18 \ 511 I I 10 0 Q S�econda r Rath 0 526 Seconds r Rath +'531 X \ \ I >; 2 WALL TAGS ALL NEW Q > 8 DOOR TAG (REF SHEETS A - A9.30) U TM / F M LIGHT - -_ -- � \ "� � � � 1 521 CLOSET Fix] WALL, ROOF, t FLOOR ABL TAGS (REF SHEET A4.10) C� W7 ALL UNIT INTERIOR WALLS ARE W4 NON -RATED URO. WITH WALL TAG i \ BEDROOM I �, I �_- 530 Q REPRESENTS WOOD FLOOR � r . �_ 27 V _ ( - - - - _� __._. _ � .._. 4444. 5 4444_ 3 0 -' T -IS _. _ 4 - -_.v_ _ _ _.`. _ .4444___ _ _ REPRESENTS TILE FLOOR 1�- 0,�_.____ TILE - PAINT TILE ° �- PAINT _ _� T -18 E - >;>8 UNIT 402U REPRESENTS CARPET (EXCEPT AT OUTDOOR PATIO) r ; ON r _ — 48' TOWEL BAR ° ° - in ° ° COUNTERTOP t 5ACKSPLASH ENLARGED UNIT PLAN GENERAL NOTES: E E 10 10 1 T CONTRACTOR SHALL REP ( ANY D 1 DISCREPANCIES CONTA NED - TOILET -- -- NICHE ( E•6 M - -- — r \. __ _ - == = ° WI THE THESE CONSTRUCTION DOCUMENTS IMMEDIATELY TO THE PAPER o o ° ° \ I I Ei ° ARCHITECT. HOLDER _ } "- ° - ° 1 "' ; \ ° 2. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES IN DIMENSIONS SHALL STAMP OF REOOPD: _ _._. __ __ . ___ 1 .. _ _ __ ° -- v - -- - I -- -- BE POINTED OUT TO THE ARCHITECT AND RESOLVED PRIOR TO cla - - ° ° ° COMMENCEMENT WORK Wo 3. ALL DOORS HA TURN OR ARE CENTERED WITHIN WALLS, UN.O. C ABINET S, LAUNDRY i I j a ° 4. ALL DIMENSIONS TERMINATING THUS: PER MANUF - Z' ° - _ ° -- 2' -b' - -, - FLOOR t BASE T -18 FLOOR t BASE T -18- ° ° 528 ARE FROM FACE OF STUD, _. ° _ ° ° So ondar 1 Rath S31 +x531 Secondar Rath S31 Q ° 4 ° 3' -6 � FACE of CONCRETE, ETC., ARE FROM CENTERLINE ID, ` WINDOW, COLUMN, ETC. j I ARE TO FACE OF GYP BD OR \, A e OTHER BASE FINISH MATERIAL -So 1 9' BEDROOM _ i 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS - -- ` - \ NEW 29 ob number" 0 I DIMS FOR BUT NOT LIMITED TO, FHA BATHROOM TOILETS, BATH 5 n ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, issue date CLOSET RODS SHELVES, UPPER CABINET CABINETRY' , BUILT -IN5, AND COUNTERTOPS. Permit set 01.29.07 b. i - -- i ALL UNITS HAVE TWO (2) FHA SPECIFICATION TYPE 'B' BATHROOMS Const. set 04.20.07 Q LONE (1) POWDER ROOM AND ONE (1) MASTER BATHROOM) AND ACCESSIBILITY FOR KITCHENS AND LAUNDRY APPLIANCES. UPPER - -- - -- - - -- -- - - - ! 1. ALL FHA BATHROOMS HAVE REMOVABLE CABINETRY AT SINKS FOR CABINETS 0' KNEE CLEARANCES. WITH FILLERS _- j 8. PROVIDE b' STUD WALLS AT ALL POCKET DOORS, PLUMBING WALLS, EACH END _ -- - -- -- - ---_ __ I _ _ _ -- 4444 - - 4444 -- - -_ w _ __ . 4.44..4_ _. AND AS SPECIFIED BY ARCHITECTURAL OR STRUCTURAL DRAWINGS. ® \�� ^^ - 9. REFERENCE DOOR AND WINDOW SCHEDULES ON SHEETS A9,00 THRIJ ® 2'_4j' A904 FOR SPECIFIED SIZES, TYPES, MATERIALS, AND FIRE RATINGS. Revised Permit 12.14.07 e 0 10. REFERENCE INTERIORS DRAWINGS FOR INTERIOR ELEVATIONS UN INTERIOR WALLS ARE W4 NON 11. ALL - - WOOD t WOOD t 12. ALL STRUCTURAL 5TL COLUMNS TO BE WRAPPE IITH I CBI T (TWO HOUR, r3 METAL BASE METAL BASE EXCEPT WHEN SUPPORTING ROOF ONLY, WHICH 15 ONE HOUR). I.T b0 sneer true - - -- Unit 402 upper Plan UNIT 402U ENLARGED PLAN 1 S We:1 /4' - 1b' sheet number c Laundr lR 0528 15 Laun Rm 05 28 A8.7 0 a 0 f 0 0 MIRROR MOUNTED FLUSH WITH TILE INSIDE I' ALUMINUM REGLET FRAME HOOK - -- GRANITE VENEER COUNTERTOP REMOVEABLE CABINET TOILET PAPER -- HOLDER TILE PER OPTION PER OPTION POWDER RM +'4�1 CFA eG '8'1 G.2 G.1 0 F.7 (t) 4 _______ O 15 16 17 18 19 20 21 2 3 i i Unit 403 Plan Scale: 114' =17 ow0w Uws M INNIC r 0.00 is Nomwon fm = Acewo E 4 ADA- rAD1.E f8w"XM ACn1A1. MAI 4 NAM uYaur MAY VMr � _.__. fi f!i -, 12' MAX 4' MIN 4' KA IT MIN ' CONTROL . _.._... FOOT aF11!! a"aFM WJDaF111 UNIT PLAN KEYNOTES: ---Ej 1. ELECTRICAL PANELS 2. CLOSET ROD AND SHELF 3. BLOCKING FOR GRAB BARS 4. UPPER CABINETS 5. CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBILITY AT FIXTURES AND APPLIANCES. 6. ALIGN FIN OF WALL WITH FIN OF COL WRAP 1. RATED COLUMN WRAP CB TYP. 8. SOLID WD 8X8 COLUMN TYP INSIDE TALL WINDOWS AT VERT MULLIONS. RE. 5 /A150 9. 5 FIXED SHELVES XX DOOR TAG (REF SHEETS A500 - A930) F ux] WALL, ROOF, 4 FLOOR ASSEMBLY TAGS (REF SHEET A4.10) ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UNA. WITH WALL TAG ® REPRESENTS WOOD FLOOR EM REPRE5ENTS TILE FLOOR REPRESENTS CARPET (EXCEPT AT OUTDOOR PATIO) ENLARGED UNIT PLAN GENERAL. NOTES: I. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS IMMEDIATELY TO THE ARCHITECT. 2. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES IN DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT AND RESOLVED PRIOR TO COMMENCEMENT OF WORK 3. ALL DOORS HAVE 4' RETURN OR ARE CENTERED WITHIN WALLS, UN.O. 4. ALL DIMENSIONS TERMINATING THUS: ARE FROM FACE OF STUD, FACE OF CONCRETE, ETC., AIE FROM CENTERLINE OF GRID, WINDOW, COLUMN, ETC. ARE TO FACE OF GYP BD OR OTHER BASE FINISH MATERIAL 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS FOR BUT NOT LIMITED TO, FHA BATHROOM TOILETS, BATH ACCESSORIES, CEILING AND WAIL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, BUILT -INS, AND COUNTERTOPS. 6. ALL UNITS HAVE TWO (2) FHA SPECIFICATION TYPE 'B' BATHROOMS (ONE (U POWDER ROOM AND ONE (1) MASTER BATHROOM) AND ACCESSIBILITY FOR KITCHENS AND LAUNDRY APPLIANCES. 1. ALL FHA BATHROOMS HAVE REMOVABLE CABINETRY AT SINKS FOR KNEE CLEARANCES. 8. PROVIDE V STUD WALLS AT ALL POCKET DOORS, PLUMBING WALLS, AND AS SPECIFIED BY ARCHITECTURAL OR STRUCTURAL DRAWINGS. 9. REFERENCE DOOR AND WINDOW SCHEDULES ON SHEETS A9D0 THRU A9.04 FOR SPECIFIED SIXES, TYPES, MATERIALS, AND FIRE RATINGS. 10. REFERENCE INTERIORS DRAWINGS FOR INTERIOR ELEVATIONS 11. ALL UNIT INTERIOR WALLS An W4 NON -RATED UNO. WITH WALL TAG 12. ALL STRUCTURAL STL COLUMNS TO BE WRAPPED WITH CBI (TWO HOUR, EXCEPT WHEN SUPPORTING ROOF ONLY, WHICH IS ONE HOUR). s h T • we[ar mc 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com 0 W U Z w W >_ pro _o �Z� �Qo =o WNW Q W J Q o > U� U) M V� ro Q U RIM Is issue date Permit set 01.29.07 Const, set 04.20.07 Al Revised Permit 12.14.07 & sheet fiW UNIT 403 ENLARGED PLAN sheet number : WOOD CABINETS SURROUNDING VANITY COUNTERTOP (PER OPTION) RECESSED CAN LIGHTS – RECESSED ROPE LIGHT SIDE WALLS F_ PAINTED As 1 7 MAKE-UP ------------- MAN TILE MIRROR (PER OPTION) W WOE) CABINETS SURROUNDING VANITY DECORATIVE TILE - (PER OPTION) HOOK WALL BEHIND TUB AND SHOWER 36' TOWEL BAR 1 (_,UNIT 403U / MASTi415 4 3i — CABINETS PER MANUFACTURER WOOD PER OPTION FRAMELESS GLASS SHOWER ENCLOSURE DECORATIVE TILE (PER OPTION) WALL BEHIND TUB AND 61-MR ;Q (Dt 40 / MAVI'MR BATH 0 5 31 TOWEL BAR MAN TILE (PER OPTION) REMAINING WALLS SHOWER FLOOR - CH WALL ACCENT TILE, POLISHED IxI MOSAIC FRAMED $LIE GLASS D( T-11 I FLOOR 4 BASE T-10 - T-18 UNIT 403U / MASTER BATH 0 531 BASE MAIN TILE PER OPTION :OUNTERTOP 5ACKSPLASH 0 CABINETS PER MANF. FLOOR 4 BASE T-10 --/ � ��D, 4 �RY I �IA T I �4 4 �l S ECONDARY . BATH 0 54 - 1 SECON DARY BATH 0 54 6E MAN TILE R OPTION F FAINT SECONDARY BATH 0 541 3,*8 • P-0• ER BATH 0 531 g r g j ggq�v- wqop 4c NaTE MTALS SHM ACCESSOLE FMa#FW DreaM FOR rfrIc.lAL FDMJW.6 AND ACCE660RO PAOHM LWES FS91WEW OLOCKINS WMIJIMEMMM FOR ACCE66W 4 ADAPTABLE m7RO" ACIIJAL KM 4 U41 LAYOUT MAY YAW UALLS Som FOR GR44X FUWOMMY 12" MAX p4" MV 12" MIN ' y_ Jo —5H )UJER CONTROL AREA 1. ----------- ------ - -- I = OF 70 BACK CF TO HEAD OF To UNIT PLAN KEYNOTES: -El 1. ELECTRICAL PANELS 2. CLOSET ROD AND SHELF 3. BLOCKING FOR GRAB BARS 4. UPPER CABINETS 5. CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBILITY AT FIXTURES AND APPLIANCES. 6, ALIGN FIN OF WALL WITH FIN OF COL WRAP 1. RATED COLUMN WRAP CB_ TYP. 6. SOLID WD 8X8 COLUMN TYP INSIDE TALL WINDOWS AT VERT MULLIONS. IRE: 5/A150 13. 5 FIXED SHELVES 8 DOOR TAG (REF SWEETS A'BDO - A930) WALL, ROOF, 4 FLOOR ASSEMBLY TAGS (REF SWEET A4.10) ALL UNIT INTERIOR WALLS ARE U4 NON-RATED UAO. WITH WALL TAG --------- -- -------------- --- M, REPRESENTS TILE FLOOR SECONDARY BATH 0 541 3,*8 • P-0• ER BATH 0 531 g r g j ggq�v- wqop 4c NaTE MTALS SHM ACCESSOLE FMa#FW DreaM FOR rfrIc.lAL FDMJW.6 AND ACCE660RO PAOHM LWES FS91WEW OLOCKINS WMIJIMEMMM FOR ACCE66W 4 ADAPTABLE m7RO" ACIIJAL KM 4 U41 LAYOUT MAY YAW UALLS Som FOR GR44X FUWOMMY 12" MAX p4" MV 12" MIN ' y_ Jo —5H )UJER CONTROL AREA 1. ----------- ------ - -- I = OF 70 BACK CF TO HEAD OF To UNIT PLAN KEYNOTES: -El 1. ELECTRICAL PANELS 2. CLOSET ROD AND SHELF 3. BLOCKING FOR GRAB BARS 4. UPPER CABINETS 5. CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBILITY AT FIXTURES AND APPLIANCES. 6, ALIGN FIN OF WALL WITH FIN OF COL WRAP 1. RATED COLUMN WRAP CB_ TYP. 6. SOLID WD 8X8 COLUMN TYP INSIDE TALL WINDOWS AT VERT MULLIONS. IRE: 5/A150 13. 5 FIXED SHELVES 8 DOOR TAG (REF SWEETS A'BDO - A930) Unit 403 Upper Plan Scale: 1/4' = IV Aj c (D -1-i x � _c 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com 0 W 0 Z W W > p ro _o U) z w ft Q j 0 w u Q3 V o > U) 0 Revised Permit 12.14.07 ZE sheet title UNIT 403U ENLARGED PUN sheet number A8r,81 WALL, ROOF, 4 FLOOR ASSEMBLY TAGS (REF SWEET A4.10) ALL UNIT INTERIOR WALLS ARE U4 NON-RATED UAO. WITH WALL TAG --------- REPRESENTS WOOD FLOOR REPRESENTS TILE FLOOR REPRESENTS CARPET (EXCEPT AT OUTDOOR PATIO) ENLAf;rjE[) UNIT PLAN GENERAL NOTES: I. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS IMMEDIATELY TO THE ARCHITECT. 2. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES N DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT AND RESOLVED PRIOR TO COMMENCEMENT OF WORK 3. ALL DOORS HAVE 4' RETURN OR AM CENTERED WITHIN WALLS, UAO. 4. ALL DIMENSIONS TERMINATING THUS: A s ARE FROM FACE OF STUD, FACE OF CONCRETE, ETC, RELOCATED PARTY UJALL, AM FROM CENTERLINE OF GRID, UNITS DIVIDED DIFFERENTLY New WINDOW, COLUMN, ETC. ARE TO FACE OF GYP BD OR OTHER BASE FINISH MATERIAL 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS FOR BUT NOT LIMITED TO, FHA BATHROOM TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, BUILT -INS, AND COUNTERTOPS. (o. ALL UNITS HAVE TWO (2) FHA SPECIFICATION TYPE 'B' BATHROOMS (ONE (1) POWDER ROOM AND ONE (1) MASTER BATHROOM) AND ACCESSIBILITY FOR KITCHENS AND LAUNDRY APPLIANCES. 1. ALL FHA BATHROOMS HAVE REMOVABLE CABNETRY AT SINKS FOR KNEE CLEARANCES. 6. PROVIDE ( STUD WALLS AT ALL POCKET DOORS, PLUMBING WALLS, AND AS SPECIFIED BY ARCHITECTURAL OR STRUCTURAL DRAWINGS. 4 9. REFERENCE DOOR AND WINDOW SCHEDULES ON SHEETS AWO T141RU A FOR SPECIFIED SIXES, TYPES, MATERIALS, AND FIRE RATINGS. 10. REFERENCE INTERIORS DRAUJW_-e5 FOR INTERIOR ELEVATIONS 7 11. ALL UNIT INTERIOR WALLS ARE W4 NON-RATED UND. WITH WALL TAG 711 12. ALL STRUCTURAL STL COLUMNS TO BE WRAPPED WITH C51 (TWO HOUR EXCEPT WHEN SUPPORTNG ROOF ONLY, WHICH 16 ONE HOUR), Unit 403 Upper Plan Scale: 1/4' = IV Aj c (D -1-i x � _c 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com 0 W 0 Z W W > p ro _o U) z w ft Q j 0 w u Q3 V o > U) 0 Revised Permit 12.14.07 ZE sheet title UNIT 403U ENLARGED PUN sheet number A8r,81 SCONCE -- MIRROR W/ WD FRAME a D INSET IN TILE "v TOWEL HOOK — 6-1 COUNTER — WD -6 CABINETS s (REMOVABLE) T -II' TOILET PAPER HOLDER BASE PER OPTION 0 POWDER RM 0 449 (FHA Spec '15 T -10 TILE 36' TOWEL BAR FLOOR 4 BASE T -10 LIGHT --- 24' TOWEL BAR - COUNTERTOP — 4 BACKSPLASH T -3 TOILET PAPER HOLDER E r ECONDARY 5ATH *544 IS' = V _ 0' PAINT Y s E 5A TH *544 PAINT — EQ - EQ PAINT z M i -- � _� OIU HER �i E F :ONTROL RSA / i�t BACK OF TUB b ; Ti pi f 7 ..... 3§ v q 4' F ., � U 11 j t sbsEF #.p 6' ;t - ;, i k _ , I j {{ SCONCE -- MIRROR W/ WD FRAME a D INSET IN TILE "v TOWEL HOOK — 6-1 COUNTER — WD -6 CABINETS s (REMOVABLE) T -II' TOILET PAPER HOLDER BASE PER OPTION 0 POWDER RM 0 449 (FHA Spec '15 T -10 TILE 36' TOWEL BAR FLOOR 4 BASE T -10 LIGHT --- 24' TOWEL BAR - COUNTERTOP — 4 BACKSPLASH T -3 TOILET PAPER HOLDER E r ECONDARY 5ATH *544 IS' = V _ 0' PAINT Y s E 5A TH *544 - WD -6, CABINETS PER MANF. s ECONDARY 5ATH *544 PAINT EQ - EQ LIGHT 0 COUNTERTOP 4 - --� - - 13ACKSPLASH TOILET -- PAPER 0 HOLDER n N WD -6 CABINETS, _�.__ PER MANIA PAINT — EQ - EQ PAINT z M i -- � _� OIU HER �i E F :ONTROL RSA / i�t BACK OF TUB - WD -6, CABINETS PER MANF. s ECONDARY 5ATH *544 PAINT EQ - EQ LIGHT 0 COUNTERTOP 4 - --� - - 13ACKSPLASH TOILET -- PAPER 0 HOLDER n N WD -6 CABINETS, _�.__ PER MANIA \--FLOOR 4 BASE T- 18 r ECONDARY 5 ATH 0 541 - - T -10 TILE M v �1 4 ECONDARY 5ATH 0 541 c _ T . i E CONDARY 5ATH 0 544 T -18 TILE FRAMED SLIDING FLOOR 4 BASE T -18 T -18 TILE - 24' TOWEL ROD - E CONDARY 5ATH 0 541 PAINT z OIU HER :ONTROL RSA / i�t BACK OF TUB Ti pi f 7 ..... 3§ v r U 11 j t sbsEF \--FLOOR 4 BASE T- 18 r ECONDARY 5 ATH 0 541 - - T -10 TILE M v �1 4 ECONDARY 5ATH 0 541 c _ T . i E CONDARY 5ATH 0 544 T -18 TILE FRAMED SLIDING FLOOR 4 BASE T -18 T -18 TILE - 24' TOWEL ROD - E CONDARY 5ATH 0 541 � E 5ATH *541 NOTE DETAU SNOW ACCESSW wC ml) O ENBIONS FOR rfl*r. t. FIX1UM AND ACCESSORIES DASHED LIES REPRESENT OLOCKM RE01II14!t1 B FOR ACCEMW 4 ADAPTABLE RE8TFO "IS c ACTUAL PLAN 4 WALL LAYOUT MAY VARY UTALLS 04OUN FOR GR4FNIC F!R°iOSES ONLY 12" MAX.i , 24" MINV4" MA�l OIU HER :ONTROL RSA / BACK OF TUB PAINT U 11 j t sbsEF �� - EQ EQ - i k _ I j )£ i -- - � E 5ATH *541 NOTE DETAU SNOW ACCESSW wC ml) O ENBIONS FOR rfl*r. t. FIX1UM AND ACCESSORIES DASHED LIES REPRESENT OLOCKM RE01II14!t1 B FOR ACCEMW 4 ADAPTABLE RE8TFO "IS c ACTUAL PLAN 4 WALL LAYOUT MAY VARY UTALLS 04OUN FOR GR4FNIC F!R°iOSES ONLY 12" MAX.i , 24" MINV4" MA�l 12" HEAD OF TUB UNIT PLAN KEYNOTES: --�j 1. ELECTRICAL PANELS 2. CLOSET ROD AND SHELF 3. BLOCKING FOR GRAB BARS 4. UPPER CABINETS 5. CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBILITY AT FIXTURES AND APPLIANCES. 6. ALIGN FIN OF WALL WITH FIN OF COL WRAP 1. RATED COLUMN WRAP CB TYP. 8. SOLID WD 8X8 COLUMN TYP INSIDE TALL WINDOWS AT VERT MULLIONS. RE: 5/A1.50 9. 5 FIXED SHELVES XX DOOR TAG (REF SHEETS A DO - A930) a WALL, ROOF, 4 FLOOR ASSEMBLY TAGS (REF SHEET A4.10) ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UND. WITH WALL TAG REPRESENTS WOOD FLOOR REPRESENTS TILE FLOOR REPRESENTS CARPET (EXCEPT AT OUTDOOR PATIO) ENLARGED UNIT PLAN GENERAL NOTES: 1. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS IMMEDIATELY TO THE ARCHITECT. 2. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES IN DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT AND RESOLVED PRIOR TO COMMENCEMENT OF WORK 3. ALL DOORS HAVE 4' RETURN OR ARE CENTERED WITHIN WALLS, UND. 4. ALL DIMENSIONS TERMINATING THUS: ARE FROM FACE OF STUD, FACE OF CONCRETE, ETC., ARE FROM CENTERLINE OF GRID, WINDOW, COLUMN, ETC. ARE TO FACE OF GYP BD OR OTHER BASE FINISH MATERIAL 5. PROVIDE ALL NECE55ARY BLOCKING IN STUD WALLS AND CEILINGS FOR, BUT NOT LIMITED TO, FHA BATHROOM TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, BUILT -INS, AND COUNTERTOPS. 6. ALL UNITS HAVE TWO (2) FHA SPECIFICATION TYPE 'B' BATHROOMS (ONE (1) POWDER ROOM AND ONE (1) MASTER BATHROOM) AND ACCESSIBILITY FOR KITCHENS AND LAUNDRY APPLIANCES. 1. ALL FHA BATHROOMS HAVE REMOVABLE CABINETRY AT SINKS FOR KNEE CLEARANCES. 8. PROVIDE 6' STUD WALLS AT ALL POCKET DOORS, PLUMBING WALLS, AND AS SPECIFIED BY ARCHITECTURAL OR STRUCTURAL DRAWINGS. 9. REFERENCE DOOR AND WINDOW SCHEDULES ON SHEETS ASM THRU 4904 FOR SPECIFIED SIZES, TYPES, MATERIALS, AND FIRE RATINGS. 10. REFERENCE INTERIORS DRAWINGS FOR INTERIOR ELEVATIONS 11. ALL UNIT INTERIOR WALLS ARE W4 NON -RATED U.N.O. WITH WALL TAG 12. ALL STRUCTURAL 5% COLUMNS TO BE WRAPPED WITH C51 (TWO HOUR, EXCEPT WHEN SUPPORTING ROOF ONLY, WHICH IS ONE HOUR). Unit 404 Plan Scale: l/4" =1'0 sue® R W 4 �V i.� 137 main street, suite G004 box 5055 edwards, Colorado 81632 970.926.2622 rkd @rkdarch.com w U Z UJ D 1 UJ U) D Q U Q U 1 � 1 • job number 04070 issue date Permit set 01.29.07 Const. set 04.20.07 1Q Revised Permit 12.14.07 Rev. Permit Resp. 1.14.08 sheet due UNIT 404 ENLARGED PLAN sheet number AB.00 X OIU HER :ONTROL RSA / BACK OF TUB 12" HEAD OF TUB UNIT PLAN KEYNOTES: --�j 1. ELECTRICAL PANELS 2. CLOSET ROD AND SHELF 3. BLOCKING FOR GRAB BARS 4. UPPER CABINETS 5. CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBILITY AT FIXTURES AND APPLIANCES. 6. ALIGN FIN OF WALL WITH FIN OF COL WRAP 1. RATED COLUMN WRAP CB TYP. 8. SOLID WD 8X8 COLUMN TYP INSIDE TALL WINDOWS AT VERT MULLIONS. RE: 5/A1.50 9. 5 FIXED SHELVES XX DOOR TAG (REF SHEETS A DO - A930) a WALL, ROOF, 4 FLOOR ASSEMBLY TAGS (REF SHEET A4.10) ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UND. WITH WALL TAG REPRESENTS WOOD FLOOR REPRESENTS TILE FLOOR REPRESENTS CARPET (EXCEPT AT OUTDOOR PATIO) ENLARGED UNIT PLAN GENERAL NOTES: 1. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS IMMEDIATELY TO THE ARCHITECT. 2. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES IN DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT AND RESOLVED PRIOR TO COMMENCEMENT OF WORK 3. ALL DOORS HAVE 4' RETURN OR ARE CENTERED WITHIN WALLS, UND. 4. ALL DIMENSIONS TERMINATING THUS: ARE FROM FACE OF STUD, FACE OF CONCRETE, ETC., ARE FROM CENTERLINE OF GRID, WINDOW, COLUMN, ETC. ARE TO FACE OF GYP BD OR OTHER BASE FINISH MATERIAL 5. PROVIDE ALL NECE55ARY BLOCKING IN STUD WALLS AND CEILINGS FOR, BUT NOT LIMITED TO, FHA BATHROOM TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, BUILT -INS, AND COUNTERTOPS. 6. ALL UNITS HAVE TWO (2) FHA SPECIFICATION TYPE 'B' BATHROOMS (ONE (1) POWDER ROOM AND ONE (1) MASTER BATHROOM) AND ACCESSIBILITY FOR KITCHENS AND LAUNDRY APPLIANCES. 1. ALL FHA BATHROOMS HAVE REMOVABLE CABINETRY AT SINKS FOR KNEE CLEARANCES. 8. PROVIDE 6' STUD WALLS AT ALL POCKET DOORS, PLUMBING WALLS, AND AS SPECIFIED BY ARCHITECTURAL OR STRUCTURAL DRAWINGS. 9. REFERENCE DOOR AND WINDOW SCHEDULES ON SHEETS ASM THRU 4904 FOR SPECIFIED SIZES, TYPES, MATERIALS, AND FIRE RATINGS. 10. REFERENCE INTERIORS DRAWINGS FOR INTERIOR ELEVATIONS 11. ALL UNIT INTERIOR WALLS ARE W4 NON -RATED U.N.O. WITH WALL TAG 12. ALL STRUCTURAL 5% COLUMNS TO BE WRAPPED WITH C51 (TWO HOUR, EXCEPT WHEN SUPPORTING ROOF ONLY, WHICH IS ONE HOUR). Unit 404 Plan Scale: l/4" =1'0 sue® R W 4 �V i.� 137 main street, suite G004 box 5055 edwards, Colorado 81632 970.926.2622 rkd @rkdarch.com w U Z UJ D 1 UJ U) D Q U Q U 1 � 1 • job number 04070 issue date Permit set 01.29.07 Const. set 04.20.07 1Q Revised Permit 12.14.07 Rev. Permit Resp. 1.14.08 sheet due UNIT 404 ENLARGED PLAN sheet number AB.00 X 0 v 0 a v 0 m 11 :c RECESSED ROPE= LIGHT LINE OF OPEN DOOR BEYOND F_ PANT PAINT I Ea --- --� -Ea I 24' TOWEL BAR I - ---- FLOOR 4 BASE PER OPTION 4m4U / Master Bath ( Dt � IT � L NIT PLAN KEYNOTES: --Mj L ELECTRICAL PANELS 2. CLOSET ROD AND SHELF 3. BLOCKING FOR GRAB BARS 4. UPPER CABINETS 5. CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBILITY AT FIXTURES AND APPLIANCES. 6. ALKN FIN OF WALL WITH FIN OF COL WRAP 1. RATED COLUMN WRAP CB TYP. 8. SOLID WD 8X8 COLUMN TYP INSIDE TALL WINDOWS AT VERT MULLIONS. RE: 5 /A150 9. 5 FIXED SHELVES O DOOR TAG (REF SHEETS AWO - A930) r u — jxl WALL, ROOF, 4 FLOOR ASSEMBLY TAGS (REF SHEET A4.0) ALL WIT NTERIOR WALLS ARE W4 NON -RATED UND. WITH WALL TAG REPRESENTS WOOD FLOOR REPRESENTS TILE FLOOR REPRESENTS CARPET (EXCEPT AT OUTDOOR PATIO) 3► ' a • 11 - 3► - • L THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES CONTAINED WITHN THESE CONSTRUCTION DOCUMENTS IMMEDIATELY TO THE ARCHITECT. 1. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES N DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT AND RESOLVED PRIOR TO COMMENCEMENT OF WORK 3. ALL DOORS DAVE 4' RETURN OR ARE CENTERED WINN WALLS, UND. 4. ALL DIMENSIONS TERMINATING THUS: ARE FROM FACE OF STUD, FACE OF CONCRETE, ETC, ARE FROM CENTERLINE OF GRID, WINDOW, COLUMN, ETC. ARE TO FACE OF GYP BD OR OTHER BASE FINISH MATERIAL 5. PROVIDE ALL NECESSARY BLOCKING N STUD WALLS AND CEILINGS FOR BUT NOT LIMITED TO, FHA BATHROOM TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, BUILT -NS, AND COUNTERTOPS. 6. ALL UNITS HAVE TWO (2) FHA SPECIFICATION TYPE 'B' BATHROOMS (ONE (U POWDER ROOM AND ONE (1) MASTER BATHROOM) AND ACCESSIBILITY FOR KITCHENS AND LAUNDRY APPLIANCES. 1. ALL FHA BATHROOMS HAVE REMOVABLE CABINETRY AT SINKS FOR KNEE CLEARANCES. 8. PROVIDE 6' STUD WALLS AT ALL POCKET DOORS, FLU13NG WALLS, AND AS SPECIFIED BY ARCHITECTURAL OR STRUCTURAL DRAWINGS. 9 REFERENCE DOOR AND WINDOW SCHEDULES ON SHEETS A900 THRU ASN FOR SPECIFIED SIZES, TYPES, MATERIALS, AND FIRE RATINGS. 10. REFERENCE INTERIORS DRAWINGS FOR INTERIOR ELEVATIONS IL ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UND. WITH WALL TAG 12. ALL STRUCTURAL STL COLUMNS TO BE WRAPPED WITH CBI (TWO HOUR EXCEPT WHEN SUPPORTING ROOF ONLY, WHICH IS ONE HOUR). RECESSED ROPE LIGHT DECORATIVE TILE BEHIND TUB, (PER OPTION) swat' - o' DECORATIVE RECESSED TILE BEHIND ROPE LIGHT SHOWER (PER OPTION) DOOR 14 AlbaD FRAMELESS LASS WOOD CABINETS SURROUNDING VANITY MAIN TILE BEHIND TUB, PER OPTION FLOOR 4 BASE PER OPTION RECESSED CAN LIGHTS MAKE -UP MIRROR TOWEL HOOK N WOOD CABINETS SURROUNDING VANITY COUNTERTOP PER OPTION 97 FLOOR 4 BASE PER OPTION UNIT 404U / Master Bath 0 562 13 sia..i (DUl IT 4m4U / Master Bath 0 562 si a•.r t401, MAU SHOW ACCESSIBLE REajRED D FOR TYPICAL. FpCiUIQEB AND ACCESSORIES DA%W LINES FS9W.W OL000M REa galM FOR ACCE86IBL.E 4 ADAPTABLE � REbT100" s ACTUAL. PLAN 4 WALL LAYOUT MAY V ARY WALLS SHOM FOR GRAPWC PUJRA08ES ONLY " MIN 54" MIN 42" MIN m 12" MAXf 1 4" MIN 24" MAC IT t S HOWER jI CONTROL m AREA FOOT CF 10 BACK OF IM 12" MI [A HEAD OF TUB 137 main street, suite G004 box 5055 edwards, Colorado 81632 970.926.2622 rkd @rkdarch.com Uj U Z W D 1 1 � 1 issue date Permit set 01.29.07 Const. set 04.20.07 Al Revised Permit 12.14.07 ZE sheet title UNIT 404U ENLARGED PLAN sheet number A 8.91 FLOOR, BASE, AND TUB -� TILE PER OPTION ��UNIT 404U / Master Bath «562 M S� v 0 3 A a c i0 S N a v W 16 17 18 n19 20 21 2 3 24 25 1 1 1 i I I I I I i l I I i I I I I I f -- I n27 28 29 30 31 32 i i I I ( ( I i � 0 11 I � I I -- -� ' _ 1 a _ -o G.2 G.1 O E.6 O ♦ r c r . ACTUAL PLAN 4 WALL LAYOW MAY VARY UALL6 6WMN "OPA 4410 rumno 'LS aLy FooT o1` TUa MACK of TM HEAD OF TUB UNIT PLAN KEYNOTES: ---�j 1. ELECTRICAL PANELS 2. CLOSET ROD AND SHELF 3. BLOCKING FOR GRAB BARS 4. UPPER CABINETS 5. CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBILITY AT FIXTURES AND APPLIANCES. 6, ALIGN FIN OF WALL WITH FIN OF COL WRAP 1. RATED COLUMN WRAP CB TYP. 8. SOLID WD 8X8 COLUMN TYP INSIDE TALL WINDOWS AT VERT MULLIONS. RE- 5/A1.50 9, 5 FIXED SHELVES XX DOOR TAG (REF SHEETS A - A930) F Lux] WALL, ROOF, 4 FLOOR ASSEMBLY TAGS (REF SHEET A410) ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UNO, WITH WALL TAG REPRESENTS WOOD FLOOR REPRESENTS TILE FLOOR REPRESENTS CARPET (EXCEPT AT OUTDOOR PATIO) ENLARGED UNIT PLAN GENERAL NOTES: 1. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS IMMEDIATELY TO THE ARCHITECT. 2. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES IN DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT AND RESOLVED PRIOR TO COMMENCEMENT OF WORK 3. ALL DOORS HAVE 4' RETURN OR ARE CENTERED WITHIN WALLS, UTIO. 4. ALL DIMENSIONS TERMINATING THUS: l ARE FROM FACE OF STUD, 7 FACE OF CONCRETE, ETC., ARE FROM CENTERLINE OF GRID, WINDOW, COLUMN, ETC. ARE TO FACE OF GYP BD OR OTHER BASE FINISH MATERIAL 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS FOR BUT NOT LIMITED TO, FHA BATHROOM TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, BUILT -INS, AND COUNTERTOPS. 6. ALL UNITS HAVE TWO (2) FHA SPECIFICATION TYPE 'B' BATHROOMS (ONE (1) POWDER ROOM AND ONE (1) MASTER BATHROOM) AND ACCESSIBILITY FOR KITCHENS AND LAUNDRY APPLIANCES. 1. ALL FHA BATHROOMS HAVE REMOVABLE CABINETRY AT SINKS FOR KNEE CLEARANCES. 8. PROVIDE V STUD WALLS AT ALL POCKET DOORS, PLUMBING WALLS, AND AS SPECIFIED BY ARCHITECTURAL OR STRUCTURAL DRAWINGS. a REFERENCE DOOR AND WINDOW SCHEDULES ON SHEETS A9O0 THRU ASD4 FOR SPECIFIED SIXES, TYPES, MATERIALS, AND FIRE RATINGS. 10, REFERENCE INTERIORS DRAWINGS FOR INTERIOR ELEVATIONS 11, ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UND. WITH WALL TAG 12. ALL STRUCTURAL STL COLUMNS TO BE WRAPPED WITH C51 (TWO HOUR EXCEPT WHEN SUPPORTING ROOF ONLY, WHICH 16 ONE HOUW. Unit 405 Enlarged Plan Scale: tit' =1`0' L �J 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com w W U z W 111 > Q 0 U) z uj W >0 Q J ii 0 w H 0 N 0 W J Q �Q o> U� rn M v / U issue date Revised Permit 12.14.07 sheet title UNIT 405 ENLARGED PLAN A sheet number NEW SHEET A8.93 16 17 18 19 20 21 2 3 24 25 27 28 29 ( 3 ' 0 31 32 I 1 I I 4 A J• •J � n J I .• II ACIUAL 10-M j 111A] LAIWI MAY YTI J ' u.r USA" MW 4 I • FOOT OF IU5 UNIT PLAN KEYNOTES: --1 - -- --- ------- - G.3 HEAD OF TUS I. ELECTRICAL PANELS 2. CLOSET ROD AND SHELF 3. BLOCKING FOR GRAB BARS 4. UPPER CABINETS 5. CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBILITY AT FIXTURES AND APPLIANCES. 6. ALIGN FIN OF WALL WITH FIN OF COL WRAP 1. RATED COLUMN WRAP CB TYP. 8. SOLID WD 8X8 COLUMN TYP INSIDE TALL WINDOWS AT VERT MULLIONS. RE : 5/A150 9. 5 FIXED SHELVES XX DOOR TAG (REF SHEETS A9.00 - A930) F WXI WALL, ROOF, 4 FLOOR ASSEMBLY TAGS (REF SHEET A4.10) ALL UNIT INTERIOR WALLS ARE W4 NON -RATED U.N.O. WITH WALL TAG REPRESENTS WOOD FLOOR REPRESENTS TILE FLOOR G.1 _ REPRESENTS CARPET (EXCEPT AT OUTDOOR PATIO) ENLARGED UNIT PLAN GENERAL NOTES: I. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS IMMEDIATELY TO THE ARCHITECT. 2. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES IN DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT AND RESOLVED PRIOR TO COMMENCEMENT OF WORK 3. ALL DOORS HAVE 4' RETURN OR ARE CENTERED WITHIN WALLS, UN.O. 4. ALL DIMENSIONS TERMINATING THUS: ARE FROM FACE OF STUD, FACE OF CONCRETE, ETC, ARE FROM CENTERLINE OF GRID, —� WINDOW, COLUMN, ETC. ARE TO FACE OF GYP BD OR OTHER BASE FINISH MATERIAL 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS FOR BUT NOT LIMITED TO, FHA BATHROOM TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, BUILT -INS, AND COUNTERTOPS. 6. ALL UNITS HAVE TWO (2) FHA SPECIFICATION TYPE 'B' BATHROOMS (ONE (1) POWDER ROOM AND ONE (1) MASTER BATHROOM) AND ACCESSIBILITY FOR KITCHENS AND LAUNDRY APPLIANCES. 1. ALL FHA BATHROOMS HAVE REMOVABLE CABINETRY AT SINKS FOR TWEE CLEARANCES. 8. PROVIDE V STUD WALLS AT ALL POCKET DOORS, PLUMBING WALLS, AND AS SPECIFIED BY ARC441TECTURAL OR STRUCTURAL DRAWINGS. 9. REFERENCE DOOR AND WINDOW SCHEDULES ON SHEETS AS= THRU AlBO4 FOR SPECIFIED SIZES, TYPES, MATERIALS, AND FIRE RATINGS. 10. REFERENCE INTERIORS DRAWINGS FOR INTERIOR ELEVATIONS 11. ALL UNIT INTERIOR WALLS ARE W4 NON -RATED UN.O. WITH WALL TAG 12, ALL STRUCTURAL STL COLUMNS TO BE WRAPPED WITH CBI (TWO HOUR, EXCEPT WHEN SUPPORTING ROOF ONLY, WHICH IS ONE HOUR). nomwom irowun, •�• o scale: lrr =17 5 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com is, 1 s i 0 i 0 I Revised Permit 12.14.07A9 sheet Utis UNIT 405U ENLARGED A s heet PLANber NEW SHEET A 8 -T , BACK OF TM 0 v 0 a v t; v Q �— PAINT - POWDER _59 6 �• . r-o U -_ 11 SEC ONDARY 5A TH 0 4_58 MIRROR MOUNTED FLUSH WITH TILE INSIDE }' ALUMINUM REGLET FRAME SCONCE SCONCE — HOOK HOOK ___ _ GRANITE GRANITE VENEER VENEER COUNTERTOP COUNTERTOP F 'XASABLE .fl CABINET T -22 t x 49 3 SECOND M_ TH 0 4 58 Aw . r-W �:! _w: \--SASE T -21 \ —BASE T -21 WD -b 459 POWDER RM_ RECESSED ROPE LIGHT 36' DECORATIVE TILE (PER OPTION) WALL BEHIND TU5 AND SHOWER TUB DECK AND BENCH - T10 :o 13 UNIT 405 U / MASTER 5ATH 0 510 anvr.o FRAMED SLIDING GLASS DOOR �I SECONDARY 5ATH 0 565 11 - -- srs• • t'-o• ,EILNG T -18 = VERIFY HT W/ SELECTED TO MFG, TYP r,1UNIT 405 / S ECONDARY MATH 0 458 , ara• • r-o• b' BASE MAN TILE TH 0 510 .,.,.,... , BOOR T - 10 SECONDARY 5ATH 0 565 18 �. • t ,�. —AMM — -- — SASE 4 FLOOR T -10 - -- - SASE < FLOOR T -10 - SECONDARY 5ATH 0 551 SECONDA_AT 0 55 1 SECONDARY MATH �'�✓- 51 12 SECOND BATH 0 55 1 9 �.. t , -0 . 10 �.. r.o� 11 tea• . r-o• �0• • t' - PANT WC SIDE AND OFF WALLS ' 4 CESSED ROPE LIGHT RECESSED CAN LIGHTS `_. MAKE -UP j WOOD CA5INET5 �! MIRROR SURROUNDING - VANITY COUNTERTOP 1 1 (PER OPTION) NOOK 4 0 MAIN TILE (PER OPTION) _ UNIT 405 / MASTER 5ATH 0 510 15 arts•.t' -a 19 SECONDAR BATH 0 565. sis• . r-o• FLOOR 4 EASE T -18 ( 4 ..../ S ECONDARY 5ATW 0 458 3rs• • r-o• DROPPED CEILING T -10 POWDER RM 0 459 (S eC 'B') 5 tea• . r-a PAINT tv tr i is T -10 I x } t:1 �"` PAIN Ent .# --"6 ' TOWEL BAR ON TOILET ? It y# PAPER f q HOLDER HU R IT t f DROPPED CEILING If } } I 4$ jytt FFS } + )))47S$$$#§ p 4 a a g.- f jj h45 , r \ e POWDER RM 0 459 (S eC 'B') 5 tea• . r-a PAINT tv tr i is T -10 I x } t:1 �"` PAIN Ent .# --"6 ' TOWEL BAR ON TOILET ? It y# PAPER f q HOLDER HU R IT t f DROPPED CEILING SECONDARY 5ATH 0 565 SIDE WALLS PAINT WITH MAN TILE BASE BASE 4 FLOOR T -10 UNIT 405 / MASTER 5ATH 0 510 16 snt►••r -o• WOOD AND METAL BAS LA UNDRY RM 0 5 59 21 srs• . r-a V E V e.•r 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com W U Z W >_ Quo _oo �Qo =o LUye Q3Q Vo > r^ M r v! ro Q U job number issue date PANT TOLLEL. BAR \ e \ �r 1 i SECONDARY 5ATH 0 565 SIDE WALLS PAINT WITH MAN TILE BASE BASE 4 FLOOR T -10 UNIT 405 / MASTER 5ATH 0 510 16 snt►••r -o• WOOD AND METAL BAS LA UNDRY RM 0 5 59 21 srs• . r-a V E V e.•r 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com W U Z W >_ Quo _oo �Qo =o LUye Q3Q Vo > r^ M r v! ro Q U job number issue date M O d 0 N a N S •D • • • • • • r� • r~ r • • W 0 z CD l K LLJ X w • _ • i UNIT WIDTH 3 3.40 SINGLE DOUBLE Al -SEE 4/5 AlAO A2 -SEE 4/5 A1.40 B PATIO DOOR, OUT SWINGING M TEMPERED GLAZING An UNIT WIDTH I PEN 11- i CASEMENT AA UNIT WIDTH DOUBLE PATIO DOOR, OUTSWINGING N TEMPERED GLAZING An DOUBLE CASEMENT BB I � IT WiDT tu �i I II Id SOUND PROOF SOUND PROOF (ENTRY DOOR SIDELITE) MM NN NOTE: SHADED PANES TEMPERED GLAZING Ag BI -PAS CSLIDING UNIT WIDTH .I M I II II FLUSH WOOD W/ METAL TRIM (BOTH SIDES) UNIT ENTRY 0 CORRIDOR (DOORS NOT AT MAIN ENTRY SIM) D -SEE 6/Al.40 UNIT WIDTH MIT WIDTH HOLLOW METAL E UNIT WIDTH I METAL WITH CLAD POCKET F G 11►Ilt 11111'1711 SLIDING GLASS TRIPLE Q TEMPERED GLAZING UNIT WIDTH UN11 Wiv 1 H T�1f 76 tll N TRIPLE FIXED TRIPLE W /CASEMENT CC DD NOTE: SHADED PANES TEMPERED GLAZING WHEN NOTED IN SCHEDULE IT WID FIELD ASSEMBLED 00 'FAL TRAN50M' ABOVE WHERE C LG. 15 DROPPED IN CL05ET A g UNIT WIDTH , UNIT WIDTH DOUBLE FIXED EF DOUBLE W/ CASEMENT FF • UNIT WIDTH UNIT WIDTH TOILET STALL H 3 A1.51 UNIT WIDTH ui SINGLE GG F— N DOUBLE W/ CASEMENT HH UNIT WIDTH SINGLE IN STOREFRONT U TEMPERED GLAZING UNIT WIDTH UNIT WIDTH z 5 1 3 � iil N N FIXED DOUBLE W/ TRANSOM JJ KK FAI A c VA 137 main street, suite 0004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com U) UJ U Z LJJ >_ pro _oo �Zq uiQo =o W y V Q W J o > U� r^ M Q U job issue date Permit set 01.29.07 Const. set 04.20.07 1� 0 v 0 a` w` 0 0 U. v L v a` a z Q A ' PAL5E TRANSOM' ABOVE WHERE G L.G. IS DROPPED IN CLOSET An UNIT WIDTH DOUBLE W/ AWNING FG Door and Window Elevations stele: va• = t ro• add 7 09.10.07 Permit 12.14.07 A sheet We DOOR &WINDOW ELEVATIONS sheet number I MIT II Ilnru SLIDING GLASS DOUBLE P TEMPERED GLAZING M � � I FIXED DOUBLE W/ TRANSOM JJ KK FAI A c VA 137 main street, suite 0004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com U) UJ U Z LJJ >_ pro _oo �Zq uiQo =o W y V Q W J o > U� r^ M Q U job issue date Permit set 01.29.07 Const. set 04.20.07 1� 0 v 0 a` w` 0 0 U. v L v a` a z Q A ' PAL5E TRANSOM' ABOVE WHERE G L.G. IS DROPPED IN CLOSET An UNIT WIDTH DOUBLE W/ AWNING FG Door and Window Elevations stele: va• = t ro• add 7 09.10.07 Permit 12.14.07 A sheet We DOOR &WINDOW ELEVATIONS sheet number I MIT II Ilnru SLIDING GLASS DOUBLE P TEMPERED GLAZING g �a 0 N ❑D A g Doors renumbered various changes FAI DOOR AND FRAME SCHEDULE # I I DOOR HAND HARDWARE TYPE Ai CLOSER TYPE FIRE RATING i NOTES DOOR & FRAME TYPE SIZE -see sheet A9.00 WD HGT THK auto closing= door closer 01 B T -0" 6'-8" 13/4" NA DBL, PASS — — — 02 A 2-6" 6'-8" 13/4" Left PVCY — — — 03 A 7 -10' 6'-8" 13/4" Left PASS — — — 04 A T-O" 6'-8' 13/4" Left PVCY — — — 05 A T -0" 6'-8" 13/4' Left PVCY — — — 06 A 2 -0" 6'-8' 1314" Right PASS — — — 07 D T -0" 8' -0" 13/4" Left KEY CARD HINGE AUTO CLOSE 45 MIN. SOUND STC >50 08 M T -0" T -0" 1314' Right BY MANUFACTURER — — — 09 — 3'-0" 6'-8" 1314" Right GL — — PATIO GATE 10 0 T -0" 8' -0" 1314" Left KEY CARD HINGE AUTO CLOSE 45 MIN. SOUND STC >50 j 11 B 4' -W 6-8* 13/4" NA DBL, PASS — 20 MIN. — 12 A T -0" 6'-8" 13/4" Left PVCY — — UNDERCUT DOOR 1" 13 A T -0" 6'-8" 13/4" Left PVCY — — — j 14 A T -0" 6'-8" 1314" Right PVCY — — — 15 A T -0" 6'-8" 1314" Left PASS — — — 16 B 4' -0" 6'-8" 13/4' NA DBL, PASS — — — 17 — T-O" 6'-8" 1314" Left GL — — PATIO GATE 18 M T-W T -10" 1314" Right BY MANUFACTURER CR — — ii 19 A T -0" 6-8" 1314" Right PASS — — — 20 A T-O" 6'-8" 13/4" Left PVCY 1 — — — 21 A Z-4" 6'-8" 1314" Right PVCY — — — 1 22 A 3' -0" 6'-8" 13/4" Left PVCY — — — 23 A Z-6" 6'-8" 13/4" Left PVCY — — — 24 B T-O" 6'-8" 13/4" NA PASS — — — 25 A T-O" 6'-8' 13/4" Left PVCY HINGE AUTO CLOSE 2 20 MIN. S SOUND STC >50 i 26 A 2'-6" 6-8" 13/4" Right PVCY — — — 27 i A Z-6" 6'-8" 1314" Right PVCY — — — I j 28 A 2-6" 6'-8" 13/4" Right PVCY — — — 29 A Z-4" 6'-8" 1314" Left PASS — — — j 30 EXISTING T-O" T -0" 2' Left PANIC — — NEW PANIC HARDWARE 31 E 3' -0" T -0" 1314' Left PASS AUTO CLOSING 90 MIN. — 32 E T -0" T-0" 13/4" Right PASS AUTO CLOSING 90 MIN. — 33 E 3' -0" T -0" 13/4" Right CR AUTO CLOSING 20 MIN. — 34 E 3' -0' T -0" 13/4' Left CR AUTO CLOSING 20 MIN — 35 E T -0" T -0" 13/4" Right CR AUTO CLOSE 2 20 MIN. — — 36 E T -0" T -0" 13/4" Left CR - — — — 37 E T-O* T-0" 13/4" Left CR - — 38 E T -0" T-0" 13/4" Left CR - — — — 39 E T -0" T -0" 1314" Right CR - — — — 40 E T -0" T -W 13/4' Right CR - — — — 41 E T -0" T -W 1314' Right CR - — [ — i i 42 E T -0" T -0" 13/4" Left CR — — — — — j 43 E 3' -0" T -0" 13/4' Right CR - 20 MIN. S — 1 44 E T -0" T -0" 1314" Right CR - — — — 45 t A T-O" T -0" 1314" Left CR AUTO CLOSING 20 MIN. — 46 S HALF T -0" T -0" 1318' Right BY MANUFACTURER — — AUTOMATIC SLIDING DOOR 47 R 12' -W 8' -0" 13/4" NA BY MANUFACTURER — — OVERHEAD DOOR 48 E T -0" T -W 13/4' Left CR AUTO CLOSING — — 149 E 3'-0" T-0" 1314" Right PASS AUTO CLOSING 90 MIN. — 50 E T -0" T -0' 1314" Left PASS AUTO CLOSING 90 MIN. — 51 f E T -0" T -0" 1314" Right CR - — — — 52 E Y -0" T -0' 1314' Left CR AUTO CLOSING — — SMOKE SEAL DOOR i 53 E 6' -0" T -0' 13/4" NA CR AUTO CLOSING — — SMOKE SEAL DOOR 54 E T -0" T -0" 13/4" Left CR AUTO CLOSING 90 MIN. — 55 E T-W T -0" 1314" Right CR AUTO CLOSING 90 MIN. — 1 56 L . - ......... E _......._. _. __ 6' -0" ..._._ _.__ T -0" ._.._______ -- 13/4" ____ __ . NA ,._ _ _ CR ._. .._.__.__. ___.._...._ _ ._._ ------ AUTO CLOSING - ..___.._ _ . __... _ . _ _.. _.___.. ._..__._..._...__- 90 MIN. ____._... _ — ... _..._.__..._ _ ...... __.__...____ ._......._ ........ A GEN NOTE: ALL DOORS AT CORRIDORS AND SMOKE BARRIERS TO HAVE SMOKE SEAL. Garden Levels Door Schedule No Scale HARDWARE TYPES LK1 = LOCKSET KEYED BOTH SIDES LK2 = LOCKSET KEYED 1 SIDE, THUMB LATCH 1 SIDE CR = CLASSROOM DB = DEADBOLT PVCY = PRIVACY PASS = PASSAGE PP =PUSH PLATE DBL = DOUBLE PANIC =PANIC BIPASS = BIPASS KEY CARD = ELECTRONIC KEY CARD GL =GATE LATCH ❑0 ❑0 IN A A A" D F3 DOOR AND FRAME SCHEDULE # I DOOR HAND HARDWARE TYPE CLOSER TYPE RATING NOTES j I DOOR & FRAME TYPE SIZE -see sheet A9.00 WD HGT THK auto closing= door closer 200 F T -0" 8' -0" 2" Right PASS AUTO CLOSE 45 MIN HOLD OPEN 201 J 3' -0' T -0' 13/4" Right CR AUTO CLOSING 20 MIN. — j 202 J T -0" T -0" 13/4" Right PASS AUTO CLOSING 20 MIN. — 203 J T -0' T -0' 13/4" Left PASS AUTO CLOSING 20 MIN. — 204 J T -0" T -0" 13/4" Right CR HINGE AUTO CLOSING 20 MIN. — i 205 J 2'-8" T-0' 13/4" Left CR AUTO CLOSING 20 MIN. — i 206 J 2'-8' T-0" 13/4" Left CR AUTO CLOSING 20 MIN. — 207 J 7-8" T -0" 13/4" Right CR AUTO CLOSING 20 MIN. — 208 J 2'-8" T -0" 1314" Left CR AUTO CLOSING 20 MIN. — 209 J 2'-8" T -0" 13/4" Right CR AUTO CLOSING 20 MIN. — 210 J 2'-8" T -0' 13/4" Right CR AUTO CLOSING 20 MIN. — E 212 R 6' -0' T -0' 13/4" NA BY MANUFACTURER AUTO SELF CLOSING - FIRE ALARM 2 HRS. OVERHEAD FIRE SHUTTER 213 F T -0' T -0" 2" Left PASS AUTO CLOSE 90 MIN. — 214 F 3' -0' T -0' 2" Left PASS AUTO CLOSE 90 MIN. — 215 F 4' -0" T -0' 2" Right PASS AUTO CLOSE 45 MIN. — 2nd Floor Door Schedule No Scale "A FAI DOOR AND FRAME SCHEDULE # DOOR HAND HARDWARE TYPE CLOSER TYPE FE RA RNG j NOTES I DOOR & FRAME TYPE SIZE -see sheet A9.00 WD HGT THK auto closing= door closer 100 S 64" 9' -0" 1318" NA BY MANUFACTURER — — AUTOMATIC SLIDING DOOR 101 S 6'-4" 9' -0" 1318" NA BY MANUFACTURER — — AUTOMATIC SLIDING DOOR 103 E T -0' T -0" 1314" Right CR AUTO CLOSING 90 MIN — 104 E T -0" T -0" 1314" Right CR AUTO CLOSING 20 MIN. SMOKE SEAL 105 A T -0" T -0" 13/4" Right PASS AUTO CLOSING 20 MIN SMOKE SEAL 106 E T -0" T -0" 13/4" Right CR AUTO CLOSING 20 MIN. SMOKE SEAL 107 A 3' -0" T -0" 1314" Right PASS AUTO CLOSING 20 MIN SMOKE SEAL 108 A 3-0 7' -0 " 13/4" Right PASS AUTO CLOSING 20 MIN SMOKE SEAL i 109 A T -0" T -0" 13/4" Right PASS AUTO CLOSING 20 MIN SMOKE SEAL 110 H T -0" T -0" 1" Right PVCY — — 1" UNDERCUT 111 H 2'-4" T -0" 1" Left PVCY — — 1" UNDERCUT 112 H 2' 4" T -0" 1" left PVCY — — 1 "UNDERCUT I 113 H 3' -0" T -0" 1" Right PVCY — — 1" UNDERCUT 114 E 3' -0" T -0" 13/4" Left PP AUTO CLOSING 90 MIN. — 115 E T -0" T -0" 13/4" Left PP AUTO CLOSING 90 MIN. — 116 E T -0" 7' -0" 1314" Left PANIC AUTO CLOSING 90 MIN. — 117 E T -0" T -0" 13/4" Right PANIC — — — f 118 E T -0" T -0" 1314" Right CR — — — i 119 E T -0" 7' -0" 13/4" Left PANIC — — — * DOOR # 102 NOT USED GEN NOTE: ALL DOORS AT CORRIDORS AND SMOKE BARRIERS TO HAVE SMOKE SEAL. 1 st Floor Door Schedule FAI No Scale FAI N DOOR AND FRAME SCHEDULE # T DOOR HAND H HARDWARE TYPE N CLOSER TYPE F FIRE NOTES € DOOR & FRAME S SIZE C -see sheet A9.00 W WD H HGT T THK a auto closing= door closer I 216 F F T T -0" T T -0" 2 2" R Right P PASS A AUTO CLOSE 4 45 MIN. H HOLD OPEN (NORTH END OF BRIDGE) 1 217 A A T T-O" 8 8' -0" 1 13/4" R Right P PASS — — — — — — 218 N N 5 5' -5" 8 8' -0" 1 13/4" N NA B BY MANUFACTURER — — — — — — 219 A A T T-17 7 7' -0" 1 1314" L Left P PVCY — — — — — — 220 M M T T -0" 8 8' -0" 1 1314" R Right B BY MANUFACTURER — — — — — — 221 A A T T -0" 8 8' -0" 1 1314" R Right P PVCY — — — — — — 222 G G 2 2' -10" T T -0" 1 1318" R Right P PKT, PVCY — — — — — — 223 A A T T -0" 8 8' -0" 1 13/4" R Right L LK2, DB H HINGE AUTO CLOSING 2 20 MIN. S SOUND STC >50 , 224 A A T T -0" T T -0" 1 13/4" R Right P PVCY — — — — — — 225 A A 3 3-0" T T -0" 1 13/4" L Left P PASS — — — — — — 226 A A T T -0" T T -0" 1 13/4" R Right P PVCY — — — — — — j 227 A A T T -0" T T -0" 1 13/4" L Left P PVCY — — — — — — 228 M M 2 2' -9" 8 8' -0" 1 13/4" R Right B BY MANUFACTURER — — — — — — 229 G G T T -0" T T -0" 1 13/8' L Left P PKT, PVCY — — — — — — 230 G G T T-O" T T -0" 1 13/8" L Left P PKT, PVCY — — — — — — 231 A A 3 3' -0" T T -0" 1 13/4" L Left P PASS — — — — — — 232 A A T T -0" T T -0" 1 1314" L Left P PVCY — — — — — — 233 A A T T -0" T T -0" 1 1314" L Left P PVCY — — — — — — 234 A A T T -0" 8 8' -0" 1 13/4" L Left P PVCY — — — — — — 235 B B 4 4'-6" 8 8' -0" 1 1314" N NA D DBL, PASS — — — — — — 1 236 A A T T -0" T T -0" 1 1314" R Right P PASS — — — — — — 237 N N 5 5' -5" 8 8' -0" 1 13/4" N NA B BY MANUFACTURER — — — — — — 238 A A 2 2' -0" 8 8' -0" 1 13/4" R Right P PASS — — — — — — 239 J J T T -0" 8 8' -0" 1 1314" L Left L LK2, DB H HINGE AUTO CLOSING 2 20 MIN. S SOUND STC >50 j } 240 D D 3 3' -0' 8 8' -0" 1 13/4' R Right K KEY CARD H HINGE AUTO CLOSE 2 20 MIN. S SOUND STC >50 i 241 N N 5 5' -5" T T -11" 1 13/4' N NA B BY MANUFACTURER — — — — — — ! 242 A A T T -0" T T -0" 1 13/4' L Left P PASS — — — — — — 243 A A 2 2'-6" T T -0" 1 1314" L Left P PASS — — — — — — j 244 A A T T -0" T T -0" 1 1314" L Left P PVCY — — — — — — 245 A A T T -0" T T-G" 1 13/4" L Left P PVCY 1 246 N N 5 5-5" 8 8' -0" 1 13/4" N NA B BY MANUFACTURER — — — — — — 247 A A T T -0" 8 8' -0" 1 1314" L Left P PVCY — — — — — — 248 A A T T -0" 8 8' -0" 1 1314" L Left P PVCY — — — — — — 249 A A 2 2' -10" T T -0" 1 13/4" L Left P PVCY — — — — — — 250 J J T T -0" 8 8' -0" 1 1314" L Left P PASS A AUTO CLOSE 2 20 MIN. — — 251 A A T T -0" T T -0" 1 13/4" L Left P PASS — — — — — — 1 252 N N 5 5' -5" 8 8' -0" 1 1314" N NA B BY MANUFACTURER — — — — s 253 A A T T -0" 8 8' -0" 1 13/4" L Left P PVCY — — — — — — 254 A A 2 2'-6" 8 8' -0" 1 1314" R Right P PASS — — — — — — 255 N N 5 5' -5" T T -11" 1 13/4" N NA B BY MANUFACTURER — — — — — — 256 A A Z Z -10" 7 7'-0" 1 1314" R Right P PASS — — — — [ [ A A 2 2' -10" T T -0" 1 13/4" L Left P PASS — — — — — — 258 D D T T -0" 8 8' -0" 1 13/4" L Left K KEY CARD H HINGE AUTO CLOSE 2 20 MIN. S SOUND STC >50 259 A A T T -0" 8 8' -0" 1 13/4" L Left P PASS — — — — — — ! 260 A A 2 2' -10" 8 8' -0" 1 13/4" R Right P PASS — — — — — — 261 A A 2 2'-6" 8 8' -0" 1 13/4" L Left P PASS — — — — — — 262 D D T T -0" 8 8' -0" 1 1314" L Left K KEY CARD H HINGE AUTO CLOSE 2 20 MIN. S SOUND STC >50 263 C C T T -0" T T -0" 1 11/2" R Right B BIPASS — — — — — — 264 C C T T -0" 7 7' -0" 1 11/2" R Right B BIPASS — — — — — — 265 G G 3 3' -0" T T -0" 1 13/8" R Right P PKT, PVCY — — — — — — 266 A A T T -0" T T -0" 1 13/4" L Left P PVCY — — — — — — 267 A A T T -0" 8 8' -0" 1 1314" R Right P PVCY — — — — — — 268 G G T T -0" 8 8'-0" 1 13/8" R Right P PKT, PVCY — — — — — — ; 269 A A T T -0" 8 8' -0" 1 1314" R Right P PVCY — — — — — — 270 A A 2 2' -0" T T -0" 1 1314" R Right P PVCY — — — — — — 271 J J T T -0" 8 8' -0" 1 13/4" R Right L LK2, DB H HINGE AUTO CLOSE 2 20 MIN. S SOUND STC >50 272 A A Z Z -8" T T -0" 1 13/4" L Left P PASS — — — — — — 273 A A T T -0" T T -0" 1 13/4" L Left P PVCY — — — — — — 274 A A T T -0" T T -0" 1 13/4" L Left P PVCY — — — — — — 275 A A T T -0" T T -0" 1 13/4" L Left P PASS — — — — — — 276 G G T T -0" 8 8' -0" 1 1318" L Left P PKT, PVCY — — — — — — 277 A A 3 3' -0" T T -0" 1 1314" R Right P PASS — — — — — — 278 D D T T -0" 8 8' -0" 1 1314" L Left K KEY CARD H HINGE AUTO CLOSE 2 20 MIN. S SOUND STC >50 279 A A 1 1'-6" T T -0" 1 13/4" L Left P PASS — — — — — — 280 A A 3 3' -0" T T -0" 1 1314" L Left P PVCY — — — — — — 281 G G 2 2' -10" T T -0" 1 1318" R Right P PKT, PVCY — — — — — — { 282 A A T T -0" T T -0" 1 1314" L Left P PASS — — — — — — 283 A A T T -0" T T -0" 1 13/4" L Left P PVCY — — — — — — 284 A A T T -0" T T -0" 1 1314" L Left P PASS — — — — — — * DOOR # 211 NOT USED A GEN NOTE: ALL DOORS AT CORRIDORS AND SMOKE BARRIERS TO HAVE SMOKE SEAL. 3 2nd Floor Door Schedule (continued) No Scale Z7� A g Doors renumbered various changes 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com w U Z W D 1 i 1 0 UJ 1 0 UJ TM • - , s 4� job number 04070 issue date Permit set 01.29.07 Const. set 04.20.07 1 Permit 2 add 3 05.10.07 add 7 09.10.07 Revised Permit 12.14.07 ZL Rev. Permit Resp. 1. 14.08 A sheet Ude DOOR SCHEDULES sheet number A9.10 C, 0 v 2 v a A" A —"-,A Doors Renumbered various changes "M DOOR AND FRAME SCHEDULE U # DOOR HAND HARDWARE TYPE CLOSER TYPE FIRE RATING NOTES DOOR & FRAME TYPE SIZE -see sheet A9.00 WD HGT THK auto closing= door closer 300 F 3' -0' T47 2' Right PASS AUTO CLOSE 45 MIN - 301 1 3'4" T-0" 13/4' Left CR 402 20 MIN. - 302 1 3' -0' T0 1314' Right CR 403 20 MIN. - 303 F 3'-0" T -0' 2' Left PASS AUTO CLOSING 90 MIN. - 305 A TO 8' -0' 1314' Right PASS - - - 306 A 3' 0 T0 13/4' Right PASS - - - 307 A T-W T-0' 13/4' Left PVCY - - - 308 A X-V T -0 1314' Right PVCY - - - 309 F Y-W 5'-0' T Left CR - - - 310 N 55' 8' -0' 13/4' NA BY MANUFACTURER - - - 311 A 3'0 8' 0 13/4' Right PVCY - - - 312 1 3'-0" T -0 1314' Right LK2, DB HINGE AUTO CLOSE 20 MIN SOUND STC >50 313 A 3' -0' T -0' 1314' Right PVCY - - - 314 A 3'4' T -0' 1314' Right PVCY - - - 315 M 3'0 8' -0' 13/4' Right BY MANUFACTURER - - - 316 C 50 T -0' 1112" Left BIPASS - - - 317 A TO T-0' 13/4' Left PVCY - - - 318 G 2'-8' T -0' 1318' Left PKT, PVCY - - - 319 A 3'-0' T -0' 1314' Right PASS - - - 320 N 55' 8'4' 1314' NA BY MANUFACTURER - - - 321 G 3'0 T-0' 1318' Right PKT, PVCY - - - 322 A 3'0 T-0' 13/4' Right PVCY - - - 323 A 3'-0' T -V 1314' Left PVCY - - - 324 C 60 T -0' 1112' Right BIPASS - - - 325 N 55" T -11' 13/4' NA BY MANUFACTURER - - - 326 A 3'0 8' 0 1314' Right PVCY - - - 327 1 3'0 8'0 13/4' Left LK2, DB HINGE AUTO CLOSE 20 MIN. SOUND STC >50 328 D TO 8'-0' 13/4' Right KEY CARD HINGE AUTO CLOSE 20 MIN. SOUND STC >50 329 B 4'-0' T -0' 1314' NA DBL, PASS - - - 330 A 3'0 T-0' 13/4' Right PASS - - - 331 1 3'-0' T-0' 13/4' Left CR - 20 MIN. SOUND STC >50 332 A 7-8' 8' -0' 1314' Left PASS - - - 333 A 3'0 T -0' 13/4' Left PVCY - - - 334 A 3'-0' T-0' 1314' Right PASS - - - 335 A 3'0 T0 13/4' Left PVCY - - - 336 A 3'4' 8'0 1314' Right PVCY - - - 337 N 55" 8'0 13/4' NA BY MANUFACTURER 437 A 3' -0" 338 A 3'0 8'0 13/4' Left PVCY - - - 339 B 4' -0" T-0' 13/4' NA DBL, PASS - - - 340 A 3'0 8'-0' 13/4' Left PASS - - - 341 A 3'0 T-0' 13/4' Right PVCY - - - 342 M 3'-3" 8'-0' 1314' Left BY MANUFACTURER - - - 343 A 7 -10' T-0" 13/4' Left PASS - - - 344 D TO 8' -0' 1314" Left KEY CARD HINGE AUTO CLOSE 20 MIN. SOUND STC >50 345 A 70 8' -0' 1314' Right PASS - - - 346 A T-T T -0' 13/4' left PVCY - - - 347 J 3'0 V -0 13/4' Right LK2, DB AUTO CLOSING 20 MIN. - 348 G 3' 0 T-0" 1318' Right PKT, PVCY - - - 349 A 3' 0 T -0' 13/4' Right PVCY - - - 350 A 70 T -0' 13/4' Right PASS - - - 351 N 5'5' T -11' 13/4' NA BY MANUFACTURER - - - 352 1 3'0 8' -0' 13/4' Right LK2, DB HINGE AUTO CLOSE 20 MIN. SOUND STC >50 353 A 3'4' T -V 1314' Left PVCY - - - 354 D 3' 0 8' 0 13/4' Right KEY CARD HINGE AUTO CLOSE 20 MIN. SOUND STC >50 355 G 3'0 T -0' 1318' Left PKT, PVCY - - - 356 A 3'0 T -0" 13/4' Left PVCY - - - 357 A 3'0 T -0 1314' Right PASS - - - 358 J 3'0 8'0 13/4' Left LK2, DB AUTO CLOSING 20 MIN. SOUND STC >50 359 A 3'0 T4' 1314' Right PASS - - - 360 G 3'-0" T -0' 13/8' Left PASS - - - 361 A 3'4' T-0' 1314' Left PVCY - - - 362 A 3'-0' T -0' 13/4' Left PVCY - - - 363 A TO T4' 13/4' Right PVCY - - - 364 A 3'0 T-0' 1314' Right PASS - - - 365 A 3'-0' T-0' 13/4" Left PASS - - - 366 A 3'-0' T-0' 13/4' Right PVCY - - - 367 A SO 8' 0 13/4' Left PVCY - - - 368 A 3' -0' 8' 0 13/4' Right PASS - - - 369 N 6'4' T-9' 13/4' NA BY MANUFACTURER - - - ' DOOR #304 NOT USED GEN NOTE: ALL DOORS AT CORRIDORS AND SMOKE BARRIERS TO HAVE SMOKE SEAL. 3rd Floor Door Schedule %Scale "A I••' AND FRAME SCHEDULE w 4 # DOOR HAND HARDWARE TYPE CLOSER TYPE FIRE RATING i I NOTES 1 DOOR & FRAME TYPE SIZE -see sheet A9.00 WD HGT THK auto closing= door closer 400 1 3' -0' T -0' 13/4' Left CR AUTO CLOSING 20 MIN. - 401 A 2'-6' T-6' 13/4' Left PASS Right PVCY - 402 F 3' -0" T -0' 2' Left PASS AUTO CLOSING 90 MIN. ; - 403 A T-W 6'-8' 13/4' Left PVCY Left PVCY - 404 A 7-' 6-8' 1314 Right PASS - - - 405 A T-W 6-8 13/4' Right PVCY - - - ; 406 A 2'-8' 6'-8' 13/4' Left PASS - - - 407 N 5' -1' T-9' 13/4' NA BY MANUFACTURER - - - 408 1 Y-W 6 ' 4r 13/4' Right LK2, DB AUTO CLOSING 20 MIN. SOUND STC >50 409 G 2'-8' 6-8' 13/8' Left PKT, PASS - - - 410 A 74' 6-8' 1314' Left PASS - - - 411 G 3'-0' T-6" 13/8' Left PKT, PVCY - - - 412 B 4' -0" T-6' 13/4' NA DBL, PASS - - - 413 D 3'-0" T 4' 13/4' Right KEY CARD HINGE AUTO CLOSE 20 MIN. SOUND STC >50 414 N 6 -1' T -0' 13/4' NA BY MANUFACTURER - - - 415 A 7-6' 6'-8' 13/4' Right PASS Right BY MANUFACTURER - 416 A 2'-6' 6'-8' 1314' Right PASS Left PVCY 3 417 D T-W T4' 13/4' Left KEY CARD HINGE AUTO CLOSE 20 MIN. SOUND STC >50 418 A 2' -10" T-6' 13/4' Left PVCY - - - 419 M 3'-0' T -0' 13/4' Left BY MANUFACTURER - - - 420 A 3'-0" 6'-8' 13/4' Left PVCY - - - 421 A T -0" 6'-8' 1314' Left PASS - - - 422 G T -0' 6'-8 1318' Right PKT, PVCY - - - 423 F 3' -0" 6 -0' T Left CR - - - 424 Q 9-0" T -V 11/4' Left BY MANUFACTURER - - - 425 A T -0 ' 6-8" 1314' Right PASS Right PVCY - 426 A T-W T-6" 13/4' Left PVCY - - - 427 D 3' -0" T4" 1314' Right KEY CARD HINGE AUTO CLOSE 20 MIN. SOUND STC >50 428 A 2'-4' 6'-8' 13/4' Left PASS Right PVCY - 429 P 6' -0' T -V 11/4' Left BY MANUFACTURER Left PASS - 430 N 6' -1' T -9' 13/4' NA BY MANUFACTURER - - - 431 A 3' -0" 6'-8' 13/4' Left PASS - - - 432 A T -0' 6'-8' 13/4' Left PVCY - - - 433 D 3' -0 " T4 ' 1314' Right KEY CARD HINGE AUTO CLOSE 20 MIN. SOUND STC >50 434 A Y -0" 6'-8' 13/4' Left PASS - - - 435 1 3' -0 ' T 4 ' 13/4' Right LK2, DB AUTO CLOSING 20 MIN. SOUND STC >50 436 A 3' -0' 6.8' 13/4' Left PASS Left PVCY - 437 A 3' -0" 6-8' 13/4' Left PVCY - - - 438 A 3' -0" 6'-8' 13/4' Left PVCY - - - 439 D Y-O' T4' 13/4' Left KEY CARD HINGE AUTO CLOSE 20 MIN. SOUND STC >50 441 A 3' -0' 6'-8' 1314' Right PASS - - - 442 A T -0' T5' 13/4' Left PVCY - - - 443 A 7-6' T-6' 13/4' Left PASS - - - 444 Q 8' -0' T -0' 11/4' Left BY MANUFACTURER - - - 445 N 6'_1' T -9' 13/4' NA BY MANUFACTURER Right PVCY - - DOOR # 440 NOT USED. GEN NOTE: ALL DOORS AT CORRIDORS AND SMOKE BARRIERS TO HAVE SMOKE SEAL. 4th Floor Door Schedule No Scale UADMA /ADC TVDCQ LK1 = LOCKSET KEYED BOTH SIDES LK2 = LOCKSET KEYED 1 SIDE, THUMB LATCH 1 SIDE CR = CLASSROOM DB = DEADBOLT PVCY = PRIVACY PASS = PASSAGE PP =PUSH PLATE DBL = DOUBLE PANIC =PANIC BIPASS = BIPASS KEY CARD = ELECTRONIC KEY CARD GL =GATE LATCH A g Doors Renumbered various changes DOOR AND FRAME SCHEDULE # DOOR HAND HARDWARE TYPE CLOSER TYPE FIRE RATING NOTES DOOR & FRAME TYPE SIZE -see sheet A9.00 WD HGT THK auto closing= door closer 500 A T -0" 6'-8" 1314" Left PASS - - - 501 A 2'-6" 6'-8" 13/4' Right PVCY - - - 502 A 3'-0" 6'-8" 1314" Left PVCY - - - 503 A 3'-0" T-6" 13/4" Left PVCY - - - 504 A 7 -10" 6'-8" 1314" Left PVCY - - - 505 B 4' -0" 6-8" 13/4" NA DBL, PASS - - - 506 A T -0" 6'-8' 13/4" Left PASS - - - 507 A T -0" 7'-6" 13/4" Right PVCY - - - 508 A T-O" 6'-8" 1314' Left PASS - - - 509 G 2'S" 6'-8" 13/8" Right PKT, PVCY - - - 510 A 2'-4" T-6" 1314" Left PVCY - - - 511 A T-V T-6" 13/4" Right PVCY - - - 512 G 2'-6" 6'-8" 13/8" Left PKT, PASS - - - 513 A T -0" 6'-8" 1314" Right PVCY - - - 514 A 2'-6" 6'-8' 1314" Right PVCY - - - 515 M T -0' 7'-0" 1314" Right BY MANUFACTURER - - - 516 A 2'-6" 6'-8" 1314" Left PVCY - - - 517 A 7-6" 6'-8" 13/4" Left PASS - - - 518 A 2'-8" 6'-8" 13/4" Right PVCY - - - 519 B 64" 6'-8" 13/4" NA DBL, PASS - - - 520 A T -0' 6'-8' 13/4" Left PVCY - - - 521 C 4' -0" 6'-8' 11/2" Right BIPASS - - - 522 A 2'-8" 6'-8' 1314' Right PVCY - - - 523 F T -0' 4' -0" 2" Left CR - - - 524 N 6'5" T -0" 1314" NA BY MANUFACTURER - - - 525 A T -0" 6'-8" 1314" Right PVCY - - - 526 A 2'-4" 6-8" 1314" Left PVCY - - - 527 A 2'-6" 6'-8' 1314" Left PASS - - - 528 A 2'-6' 7'-6" 13/4" Right PVCY - - - 529 A 2' -10' T-6" 13/4" Left PASS - - - 530 A 2' -10" 6'-8" 13/4" Right PVCY - - - 531 G 2'-8" 6'-8" 1318" Right PKT, PVCY - - - 532 B T-O" 6'-8" 13/4" NA DBL, PASS - - - 533 F T-O" 4' -0" 2' Left CR - - - 534 N 6' -5' 7' -0" 13/4" NA BY MANUFACTURER - - - 535 M T -2' T -0" 13/4" Right BY MANUFACTURER - - - 536 A T-O' 6'-8" 1314" Left PVCY - - - 537 B 3' -0' 6'-8" 1314" NA DBL, PASS - - - 538 G 2'-6" 6'-8" 13/8" Left PVCY - - - 539 G 2'-6" 6'-8" 13/8" Right PVCY - - - 540 A T-O' 7'-6" 1314" Left PASS - - - 541 A T-O" 6'-8" 1314" Left PVCY - - - 542 A 2'-6" 6'-8" 13/4" Right PVCY - - - 543 A T-O" 6'-8" 13/4" Left PASS - - - 544 A TV 6'-8" 13/4" Right PVCY - - - 545 A T -0" 6'-8" 1314" Left PASS - - - 546 F T -0" 4 %0" 2' Left CR - - - 547 N 6'5' T-0" 13/4" NA BY MANUFACTURER - - - 548 A T-O" 6-8" 13/4" Right PVCY - - - 549 A T-O' 6'-8" 13/4" Left PVCY - - - 550 F T -0' 4' -0" 2" Right CR - - - 551 B 5' -0" 6'-8' 1314" NA PASS - - - 552 A 2'-6" 6'-8' 13/4" Left PVCY - - - 553 A 2'-6" 6'-8' 1314" Right PASS - - - 554 A 2'-8" T-6" 1314" Left PVCY - - - 555 F T -0" 7'-6" 2" Left LK2, DB HINGE AUTO CLOSE 90 MIN. - 556 U T -0" 6'S" 13/4" Right CR AUTO CLOSING - ROOF ACCESS V,P 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com 0 Uj U z LU W >_ Quo W w Qo � =o W y V Q w j � Q Vo > r^ M Q U STAMP OF RECORD: s �w .. issue date Permit set 01.29.07 Const. set 04.20.07 Permit 2 add 3 05.10.07 add 7 09.10.07 h\ Revised Permit 12.14.07 ZE sheet title DOOR SCHEDULES sheet number S S 2 0 1. SUBTRACT 3-Y,' FROM THE GIVEN WIDTH AND HEIGHT TO CALCULATE R0. 3. SPRINKLERS ON BOTH SIDES OF WINDOW FOR A 2 HR. ASSEMBLY. 4. TEMPERED GLAZING PER IBC 2406. " WINDOW NUMBERS 14 THRU 18 NOT USED 1 Garden Levels Windo Schedule %scam WINDOW SCHEDULE # TYPE SIZE HEAD HEIGHT MATERIAL FIRE RATING NOTES 12 KK 5' -91/2' 11'-6' 11'-6' ALUMINUM CLAD WOOD - 1,4 13 EF 4'-33/4' 9' -0' 11'-6" ALUMINUM CLAD WOOD - 1 , 4 19 i NN 7413116" T-0' 64' STEEL FRAME W/ SOUND RATED INSERT 45 MIN. - , 4 20 NN 24' TS 8' -1" STEEL FRAME W/ SOUND RATED INSERT 45 MIN. - , 4 1. SUBTRACT 3-Y,' FROM THE GIVEN WIDTH AND HEIGHT TO CALCULATE R0. 3. SPRINKLERS ON BOTH SIDES OF WINDOW FOR A 2 HR. ASSEMBLY. 4. TEMPERED GLAZING PER IBC 2406. " WINDOW NUMBERS 14 THRU 18 NOT USED 1 Garden Levels Windo Schedule %scam WINDOW SCHEDULE # TYPE SIZE HEAD HEIGHT MATERIAL FIRE RATING NOTES WIDTH HEIGHT 501 BB 6-5 7 /8" 6 -0112' 8' -0 1/2" ALUMINUM CLAD WOOD - - 502 BB 6' -01/2" 4'-6" T-6' ALUMINUM CLAD WOOD - - 2 503 AA 2'-5 3/16" 4'-6" T-6" ALUMINUM CLAD WOOD - - 504 BB 5' -0 1/2' 4'-6' T-6" ALUMINUM CLAD WOOD - - 2 505 BB 4' -0 1/2' 4'-6" T-6" ALUMINUM CLAD WOOD - - 2 506 BB 6-0 1/2' 4'-6" T-6" ALUMINUM CLAD WOOD - - 2 507 FG 3'3 314' T -0' T -0' ALUMINUM CLAD WOOD - 1 4 508 FG 5' -3 314" T -0' T -0' ALUMINUM CLAD WOOD - 1 509 FG 6-3 3/4" T -0' T -W ALUMINUM CLAD WOOD - 1 510 FG 4'3 314' T -W T -0' ALUMINUM CLAD WOOD - 1 511 MM 2' -0' 1'- 91/2' 6-10' STEEL FRAME W/ SOUND RATED INSERT - - 3 512 00 5 -0 1/2' 4' -0 1/2' T -W _ - FIELD ASSEMBLED 513 MM T-T 7 -91/2" T -10' STEEL FRAME W/ SOUND RATED INSERT - - 3 514 MM 2' -T r -01/2' T -10" STEEL FRAME W/ SOUND RATED INSERT - - 3 ALUMINUM CLAD WOOD BB 6' -0 1/2" 4'-6" T-6' ALUMINUM CLAD WOOD - - 2 F 51 15 6 BB 6-0 1/2" 4'-6' T-8" ALUMINUM CLAD WOOD - - 2 517 BB 6-0112' 6-W T -0" ALUMINUM CLAD WOOD - - 518 BB 4'-9' 5' -W T -0' ALUMINUM CLAD WOOD 6-6" 18' -0" 1. SUBTRACT 3-Y4 " FROM THE GIVEN WIDTH AND HEIGHT TO CALCULATE RO. 2. VERIFY SILL HEIGHT IN EXISTING WALL 3. SPRINKLERS ON BOTH SIDES OF WINDOW FOR A 2 HR. ASSEMBLY. 4. TEMPERED GLAZING PER IBC 2406. A 5th Floor Wind Schedule No Scam C A g rindows renubered ious changes WINDOW { # j SCHEDULE A, a # TYPE SIZE FIRE RATING HEAD HEIGHT MATERIAL FIRE RATING NOTES WIDTH HEIGHT 201 BB 6' -0 1/2' 6 - 0 ' 8' -0" ALUMINUM CLAD WOOD - - 4 202 BB 6-0 1/2' 6.0" 8' - 0 " ALUMINUM CLAD WOOD - - EGRESS 203 BB 6-0 1/2' 5' -0" 8' -0' ALUMINUM CLAD WOOD - - 204 BB V -9 7/8" 6-W 8' -0" ALUMINUM CLAD WOOD - - 205 CC 2' -01/2' 11'-6' 11'-6" ALUMINUM CLAD WOOD - 1 1 4 206 EE T -0 1/2' 5'-6" 18' -0' ALUMINUM CLAD WOOD - 1 207 JJ 5'-5" 3'3 318" 11'-4 3/8" ALUMINUM CLAD WOOD - - 208 EE 6 -81/4' 5'-6' 18' -0" ALUMINUM CLAD WOOD - 1 209 CC 2'-0 7116' 11' -0" 11'-6" ALUMINUM CLAD WOOD - 1 4 210 EE 7-0 7116' 6-6" 18' -0" ALUMINUM CLAD WOOD - 1 211 DD 2'-8 7/16' 11'-6" 11'-6' ALUMINUM CLAD WOOD - 1 212 EE 2'-8 7116' 5'-6" 18' - 0 " ALUMINUM CLAD WOOD - 1 213 CC 63 314' 11'-6" 11 ALUMINUM CLAD WOOD - 1 214 EE 6'3 3/4' 5' -0" 18' - 0 " ALUMINUM CLAD WOOD - 1 215 DD 3'3 314" 11'-6" 11'-6" ALUMINUM CLAD WOOD - 1 216 EE 3'3 3/4' 5'-6" 18' -0' ALUMINUM CLAD WOOD - 1 j 217 CC 2' -21/4' 11'-6" 11 ALUMINUM CLAD WOOD - 1 4 218 EE 2' -21/4' 6-6" 18' -0" ALUMINUM CLAD WOOD - 1 219 JJ 5'-5" 3'3 3/8' 11'4 3/8' ALUMINUM CLAD WOOD - - 220 EE 6 -8114" 5'-6" 18' - 0 ' ALUMINUM CLAD WOOD - 1 221 CC 1'-6 3/16' 11' 6" 11'-6" ALUMINUM CLAD WOOD - 1 4 222 EE V -9 7/16' 6-6' 18' -0" ALUMINUM CLAD WOOD - 1 223 FF 3'3 314" 9' - 0 " 11'-6" ALUMINUM CLAD WOOD - 1 224 EE 3'3 3/4' 5'-6" 18' -0" ALUMINUM CLAD WOOD - 1 225 EF 63 314' 9' - 0 ' 11 ALUMINUM CLAD WOOD - 1 226 EE 63 3/4' 5'-6" 18' -0" ALUMINUM CLAD WOOD - 1 227 FF 3'-8 7/16' 9' - 0 " 11' -0' ALUMINUM CLAD WOOD - 1 228 EE 3'-8 7/16' 5'-6' 18' - 0 ' ALUMINUM CLAD WOOD - 1 229 AA T - 0 1/2' 6 - 0 " 8' -0" ALUMINUM CLAD WOOD - - 230 AA 3'-6 7/8" 6.0' 8' -0" ALUMINUM CLAD WOOD - - 231 JJ 8'-0 3/4" 6-0' 8' - 0 " ALUMINUM CLAD WOOD - - 232 AA 3'-6 3/8" 6-0" 8' -0" ALUMINUM CLAD WOOD - - 233 AA 3' -0 1/2" 6-0" V -0" ALUMINUM CLAD WOOD - - 234 AA T -0 112" 4'-6" T -11" ALUMINUM CLAD WOOD - - EGRESS 235 BB 4'-0 718' 4'-6" T -11" ALUMINUM CLAD WOOD - - 236 BB 4' -9 7/8' 4 T -11" ALUMINUM CLAD WOOD - - 237 AA 2-9 3116" 4'-6" T -11" ALUMINUM CLAD WOOD - - EGRESS 238 JJ V -9 3/16' 4' -0" T -11' ALUMINUM CLAD WOOD - - 240 AA 3'3 518' S' -0 1/2" 8' -0" ALUMINUM CLAD WOOD - - EGRESS 241 BB 6 -0' 6 -0 112" 8' - 0 " ALUMINUM CLAD WOOD - - 242 AA 7- 117/8' 6 -0 1/2" 8' - 0 " ALUMINUM CLAD WOOD - - 243 EF T - 21/2" 8' - 0 " V -0" ALUMINUM CLAD WOOD - 1 244 MM 1'- 115/8' T -0 1/2' 8' -1" STEEL FRAME W/ SOUND RATED INSERT 45 MIN. - 245 MM 7-11/8' T -0 1/2" 8' -1" STEEL FRAME WI SOUND RATED INSERT 45 MIN. V -17/8" 246 NN 1'4" 7'-5" 8' -1" STEEL FRAME W/ SOUND RATED INSERT 45 MIN. - 4 247 MM 2'- 11116' 2 T -10" STEEL FRAME WI SOUND RATED INSERT 45 MIN. - 248 MM T -11/2' 2'-8" 7"-10" STEEL FRAME W/ SOUND RATED INSERT 45 MIN. - 3 249 MM 3'3" 2' 8" T -10' STEEL FRAME W/ SOUND RATED INSERT 45 MIN. - 3 250 MM T -1 112" 2'-8" T -10" STEEL FRAME W/ SOUND RATED INSERT 45 MIN. - 3 251 NN 3'4" 7' -0" 8' -0" STEEL FRAME W/ SOUND RATED INSERT 45 MIN. - 4 252 MM 2'- 711/16" T -0 1/2" 8' -1" STEEL FRAME WI SOUND RATED INSERT 45 MIN. - E 253 MM 2'-6 3116' T -0 1/2" 8' -1" STEEL FRAME W/ SOUND RATED INSERT 45 MIN. - ! 254 NN 2' -21/2' 7-5' 8' -1" STEEL FRAME W/ SOUND RATED INSERT 45 MIN. - 4 i 255 NN 1'-6' 7'-5' V -1" STEEL FRAME W/ SOUND RATED INSERT 45 MIN. l - 4 256 AA T -0 112" 5' - 0 " 8' - 0 " ALUMINUM CLAD WOOD - - 257 EF 2'-6" V -0" 8' - 0 " ALUMINUM CLAD WOOD - 1 258 MM 7-11/16* 7-8" T -10" STEEL FRAME W/ SOUND RATED INSERT 45 MIN. - "WINDOW # 239 NOT USED A" WINDOW SCHEDULE { # j TYPE SIZE HEAD HEIGHT MATERIAL FIRE RATING NOTES WIDTH HEIGHT 301 BB 4' -0 1/2" 6 -0' 8' -0" ALUMINUM CLAD WOOD - -4 302 AA T -0 1/2' 6 -0" 8' -0" ALUMINUM CLAD WOOD - -4 303 CC V -9 7/16" 11'-6" 11'-6' ALUMINUM CLAD WOOD - 1 4 304 EE V -9 7/16" 6 -0' 1T-6" ALUMINUM CLAD WOOD - 1 305 JJ 5'S" 3'3 3/8' 11'-4 3/8" ALUMINUM CLAD WOOD - - 306 EE 5' -8114" 6 -0" 1T-6" ALUMINUM CLAD WOOD - 1 j 307 CC V -9 9116" 11 11 ALUMINUM CLAD WOOD - 1 4 308 EE 1 6 - 0 " 1T-6" ALUMINUM CLAD WOOD - 1 309 FF 2' -0 1/2" 9' - 0 " 11' -0 ALUMINUM CLAD WOOD - 1 310 EE 2' -0 7/16" 6 -0" 1T-6" ALUMINUM CLAD WOOD - 1 311 EF 63 314" 9-0" 1 V-6' ALUMINUM CLAD WOOD - 1 312 EE 6-3 314" 5' -0" 1T-6" ALUMINUM CLAD WOOD - 1 313 FF 73 314" T - 0 " 11' -0" ALUMINUM CLAD WOOD - 1 314 EE 2'-3 314" 5' -0" 1T-6" ALUMINUM CLAD WOOD - 1 315 BB 6-0 112' 5' -0' 8' - 0 " ALUMINUM CLAD WOOD - EGRESS I 316 ; CC 6 -3 3/4' 11'-6" 11'-6" ALUMINUM CLAD WOOD - 1 4 317 GG 5'3 3/4' 3'-6" 16 - 0 " ALUMINUM CLAD WOOD - - 318 JJ 5 3'3 318" 11'4 318' ALUMINUM CLAD WOOD - - 319 GG 6 -81/4' 3'-6" 16 - 0 " ALUMINUM CLAD WOOD - - 1 320 CC T -91/8" 11'-6" 11 ALUMINUM CLAD WOOD - 1 , 4 321 GG 3' -91/8" 3'-6" 16 - 0 " ALUMINUM CLAD WOOD - - 1 322 DD 3'31/8" 11'-6' 11'-6" ALUMINUM CLAD WOOD - 1 323 GG 3'3118" 3'-6" 16' -0" ALUMINUM CLAD WOOD - - 324 EF 6 -3 3/4' 9' -0" 11'-6" ALUMINUM CLAD WOOD - 1 325 GG 63 3/4" 3'-6" 16-0" ALUMINUM CLAD WOOD - - 326 AA T -1518" 4' -0" T -11" ALUMINUM CLAD WOOD - -EGRESS 327 AA V -9 7116' 4'-6" T -11" ALUMINUM CLAD WOOD - - 328 AA 2' -0' 4'-6' 7' -11" ALUMINUM CLAD WOOD - -EGRESS j 329 JJ Y -0 1/2" 4'-6" T -11" ALUMINUM CLAD WOOD 45 MIN - 330 FF 2' 7/16" 9 - 0 " 11 ALUMINUM CLAD WOOD - 1 331 GG 2'-8 7/16" 3'-6' 16' -0" ALUMINUM CLAD WOOD - - i 332 EF 43 3/4' 9' -0' 11'-6" ALUMINUM CLAD WOOD - 1 1 333 GG 4'3 314" 3'-6' 15 - 0 ' ALUMINUM CLAD WOOD - - 334 FF 2 -011116" 9' -0' 11' -0' ALUMINUM CLAD WOOD - 1 j 335 GG 2'-511116' T-6 16' -0" ALUMINUM CLAD WOOD - - 336 EF 1'-6" 9' -0" 11'-6" ALUMINUM CLAD WOOD - 1,4 337 GG 1 3'-6" 16' -0' ALUMINUM CLAD WOOD - - 338 JJ 6'-5' 3'-3 318" 11'-4 318" ALUMINUM CLAD WOOD - - 4 339 GG 6' -81/8" T-V 16-0" ALUMINUM CLAD WOOD - - 340 CC 3'-8 7/16" 11'-6' 11'-6" ALUMINUM CLAD WOOD - 1 , 4 i 341 GG 3'-8 7116" 3'-6' 16' -0" ALUMINUM CLAD WOOD - - 342 BB 4'-9 7/8" 5' -0' 6.0' ALUMINUM CLAD WOOD - - j 343 MM 1'- 11518" T -0 1/2' V -1" STEEL FRAME WI SOUND RATED INSERT 45 MIN. - 344 MM T -11/8" T -0 1/2" 8' -1" STEEL FRAME WI SOUND RATED INSERT 45 MIN. - 3 ; 345 NN V -17/8" T-5' 8' -1" STEEL FRAME WI SOUND RATED INSERT 45 MIN. 4 3 346 NN 113/8" 7"15" 6 -1" STEEL FRAME W1 SOUND RATED INSERT 45 MIN. -4 347 MM T -1 1/2" 2'-8" T -2' STEEL FRAME W/ SOUND RATED INSERT - - 348 MM 3'3" 2'-8' T -2' STEEL FRAME W1 SOUND RATED INSERT - - ; 349 MM T -1 112" 2'-8' 7' -2' STEEL FRAME WI SOUND RATED INSERT - -3 350 MM 4' -0 112" 2' -0" T -0" STEEL FRAME W/ SOUND RATED INSERT - - ! 351 NN 2'4" T -5' 8' -1" STEEL FRAME W/ SOUND RATED INSERT 45 MIN. 4 ; 352 MM 2'-11/8* 3' -0 1/2" 8' -1" STEEL FRAME Wl SOUND RATED INSERT 45 MIN. - 353 i _ MM 1'- 115/8" _ _.. T -0 1/2" _____ _ 8' -1' _....__.____u STEEL FRAME W/ SOUND RATED INSERT 45 MIN. - 1. SUBTRACT 3-Y' FROM THE GIVEN WIDTH AND HEIGHT TO CALCULATE R0. 3. SPRINKLERS ON BOTH SIDES OF WINDOW FOR A 2 HR. ASSEMBLY. 4. TEMPERED GLAZING PER IBC 2406. A 1. SUBTRACT 3 -Y, " FROM THE GIVEN WIDTH AND HEIGHT TO CALCULATE RO. 3. SPRINKLERS ON BOTH SIDES OF WINDOW FOR A 2 HR. ASSEMBLY. 4. TEMPERED GLAZING PER IBC 2406. 3rd Floor Window Schedule 1. SUBTRACT 3-Y4' FROM THE GIVEN WIDTH AND HEIGHT TO CALCULATE R0. �J Noscae 3. SPRINKLERS ON BOTH SIDES OF WINDOW FOR A 2 HR. ASSEMBLY. 4. TEMPERED GLAZING PER IBC 2406. 2nd Floor Window Sch edule No Scale 4th Floor Window Schedule No Scale NOTE: WINDOW MANUFACTURER TO VERIFY TEMPERED GLAZING, EGRESS, AND FIRE O RATING LOCATIONS, PER SPECS AND CODE A g Some windows renut various changes WINDOW SCHEDULE ' # TYPE SIZE HEAD HEIGHT MATERIAL FIRE RATING NOTES WIDTH HEIGHT 401 BB 6 -5 718" 4' -0 1/2" T -0 1 /2" ALUMINUM CLAD WOOD - - 402 CC V -9 7/16" 11'-6" 11'-6" ALUMINUM CLAD WOOD - 1 , 4 403 GG V -9 7/16" T -0" 15'-6" ALUMINUM CLAD WOOD - - 404 JJ 6 -5" 3' -3 3/8" 11'-4 318" ALUMINUM CLAD WOOD - - 405 GG 6 -8114" T -0" 15'-6" ALUMINUM CLAD WOOD - - 406 CC 2' -3 314" 11'-6" 11'-6" ALUMINUM CLAD WOOD - 1,4 407 GG 2' -3 3/4" T -0" 15' -0" ALUMINUM CLAD WOOD - - 408 DD 2'-0 7/16" 11'-6" 1 V-6' ALUMINUM CLAD WOOD - 1 409 GG 2'-0 7116" T -0" 15'-6" ALUMINUM CLAD WOOD - - 1 410 CC 4' -3 3/4" 1 V-6' 11'-6" ALUMINUM CLAD WOOD - 1 411 GG 4'-33/4' T -0" 15'-6" ALUMINUM CLAD WOOD - - 412 DD 2'-0 7/16" 11'-6' 11'-6" ALUMINUM CLAD WOOD - 1 413 GG 2'-0 7116" 3' -0" 16-6" ALUMINUM CLAD WOOD - - 414 CC V -9 7/16" 11'-6" 11'-6" ALUMINUM CLAD WOOD - 1,4 415 GG V -9 7/16" T -0" 15'-6" ALUMINUM CLAD WOOD - - 416 JJ 5 T -3 318" 11'-4 3/8" ALUMINUM CLAD WOOD - - j 417 GG 5 -8114" T -0" 15'-6" ALUMINUM CLAD WOOD - - i 418 CC 2'- 13/16" 11'-6" 11'-6" ALUMINUM CLAD WOOD - 1,4 t 419 GG 2'-113/16* T -0" 15'-6" ALUMINUM CLAD WOOD - - 420 EF 1'-4 314" 9' -0" 11'-6' ALUMINUM CLAD WOOD - 1 421 GG 1'-4 3/16' T -0" 15'-6" ALUMINUM CLAD WOOD - - 422 EF 5'-33/4' 9' -0" 11'-6" ALUMINUM CLAD WOOD - 1 1 423 GG 6 -3 314" T -0" 15'-6" ALUMINUM CLAD WOOD - - 424 FG 4'-11/8" T -0" 7' -0" ALUMINUM CLAD WOOD - 1 425 FG 4' -3 3/4" T -0" T -0" ALUMINUM CLAD WOOD - 1 426 GG 63 3/4" 3'-6" 11'-6" ALUMINUM CLAD WOOD - - 427 GG 63 314" 3'-0" 15'-6" ALUMINUM CLAD WOOD - - 428 DD 2'-33/4' 11'-6" 11'-6" ALUMINUM CLAD WOOD - 1 j 429 GG 2' -3 518" T -0" 15'-6" ALUMINUM CLAD WOOD - - 430 CC 2- 211/16" 11'-6" 11'-6" ALUMINUM CLAD WOOD - 1,4 431 GG 2'- 211/16" T -0" 15'-6" ALUMINUM CLAD WOOD - - 1 432 JJ V -5" T -3 3/8" 11'-4 318" ALUMINUM CLAD WOOD - - 433 GG 6' -8112" T -0" 15' -0" ALUMINUM CLAD WOOD - - 434 CC T -31/8" 11 11'-6" ALUMINUM CLAD WOOD - 1,4 435 t GG T -31/8" T -0" 15'-6" ALUMINUM CLAD WOOD - - E 436 CC 4' -3 3/4" 11'-6" 11'-6" ALUMINUM CLAD WOOD - 1 , 4 437 GG 4' -3 3/4" 3' -0" 16-6" ALUMINUM CLAD WOOD - - 438 JJ 6'-5" T -3 3/8" 11'-4 318" ALUMINUM CLAD WOOD - - 439 GG 6-81/4" T -0" 15'-6" ALUMINUM CLAD WOOD - L 440 _ EF V -7114" 9' -0 11'-6" ALUMINUM CLAD WOOD - 1 441 GG 1' -7118" T -0" 15'-6" ALUMINUM CLAD WOOD - - 442 FF 2' -3 314" 9' -0" 11'-6" ALUMINUM CLAD WOOD - 1 s 443 GG 2'3 3/4" T -0" 15'-6" ALUMINUM CLAD WOOD - - 444 EF 6-3 314" 9' -0" 11 ALUMINUM CLAD WOOD - 1 445 GG 6'-3314 T -0" 16-6" ALUMINUM CLAD WOOD - - 446 FF 2' -3 314" 9' -0" 11'-6" ALUMINUM CLAD WOOD - 1 447 GG 73 314" T -0" 15'-6" ALUMINUM CLAD WOOD - - ` 448 MM 7-11/4' 2'-41/2" T -5" STEEL FRAME W/ SOUND RATED INSERT 45 MIN. - 449 MM 1'41" T -41/2" T -5" STEEL FRAME W/ SOUND RATED INSERT 45 MIN. - 450 MM T -2 3/4" 2' -4112' T -5" STEEL FRAME W/ SOUND RATED INSERT 45 MIN. - 451 NN 1'3" 6' -9" T-5" STEEL FRAME W/ SOUND RATED INSERT 45 MIN. - 4 452 NN 2-4 112" 6-9" T -5" STEEL FRAME W/ SOUND RATED INSERT 45 MIN. - 4 1 453 F NN 1111116' 6' -9" T -5' STEEL FRAME W/ SOUND RATED INSERT 45 MIN. - 4 454 NN 2'-4" 6-9" 7'-5" STEEL FRAME W/ SOUND RATED INSERT 45 MIN. - 4 455 NN_.__ 2'.4 6'-9- 7 -5" STEEL FRAME W/ SOUND RATED INSERT 45 MIN. 4__ U) Uj U Z w W >_ Quo _oo U)Zq UjQo =o Uj y V Q W J O > U� r^ M Q U sheet title WINDOW SCHEDULES sheet number A9,30 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com 5/8' GYP BD ON STUDS - BOTH SIDES (EXCEPT W4a- ONE 61DE) STEEL. STUDS WV --J-' BRACING ON W 9b 6 MIL VAPOR BAS SOUND BATT NSW AT'ION IN ALL RESIDENTIAL WiT NTERIOR' IZAAA I NOTES FOR UL MIS RATED WALLS: • U41 MUST EMEND W TO UNDERDE OF ROOF / CEILING DECK ABOVE AND BE SEALED AIR RIVVIRABLE. • STEEL. FLOOR AND CEILING TRACKS OF WALL ASSEMBLES TO BE 25 MSG, MN CORROSION - PROTECTED STEEL W/ 1' LONG LEGS MR • STUDS TO BE 25 MSG CORROSION PROTECTED STEEL. STUD- MN 1114' FLANGE, V4' RETURN- CUT I*' LESS TWM ASSEMBLY HEIGHT FOR SLIP CONNECTION, MAX SPACNG 24' OjC. • MN 3 iR' UL GLASSY BATTS, FRICTION FIT1E0 BETWEEN STUDS AND RUNNERS. • GYP BD FASTENER TO BE 1' TYPE 'S' OR '8-12' STEEL. SC MA AT IV OTC. FOR T1E FIRST LAYER AND 1518' FOR THE SECOND LAYER SCREW HEADS t0 BE COVERED V UL CLA'BFiED ADHESIVE (E. CALKITE-RLBTON, INC rA.B0ND') • N0.25 MSG FURRING CHANNELS, 2 318' BY 118', SPACED AT 24' Or. PERPENDICULAR TO STUD. CLIPS SPACES AT 48' OTC. MAX AND SECURED WITH NO.8 X 1 112' SELF DRILLNG 6-i2 STEEL SCRQU THRO" CENTER GROMMET Res CHANNELS ARE FRICTION FITTED N CLIPS. • TUBE STEEL C LU"NS TO BE WRAPPED WITH 2 LAYERS OF 111' TO ACH•EiVE A 1HHR RATING. • A BEAD OF U.. CLA86PID SEALANT TO BE APPLIED AROUND THE PARTITION PERIMETER FOR SOW CONTROL. 25 MSG MN, CORROSION PROTECTED STEEL STUD - MN 11/4 FLANGE, 114' RETURN. RUN TO TUBE STEEL BRACING AND N FILL BRACING 5' TUBE STEEL. COLUMN V 1518' 2HNZ, GYP. BD, COLUMN WRAP, RE: STRJGT V2' GYP BASE LAYER 50 GYPSUM BOARD ON OVER COLUMN WRAF` TO STAIR STUDS. ALLOW FINAL. LAYER TO BE RAW STRUCTURE X- G.11P8 SPRAY HfZ£f'ROOFNG -20 GA *24' OTC. MR PERIMETER AND SEA'. ,E.. HOLD BACK GYPSUM 20 GA *24' OL. MR SIRED BOARD FROM STRUCTURE STUD CUT OHM L(2' FOR AND KEEP Tr*4T TO SLIP AT ZIPPER TRACK FIREPROOFING, T'YPiCA - CONTINU AT ��►*►� STEEL. TOP TRACK 5/8' GYP BD ON STUDS - BOTH SIDES (EXCEPT W4a- ONE 61DE) STEEL. STUDS WV --J-' BRACING ON W 9b 6 MIL VAPOR BAS SOUND BATT NSW AT'ION IN ALL RESIDENTIAL WiT NTERIOR' IZAAA I NOTES FOR UL MIS RATED WALLS: • U41 MUST EMEND W TO UNDERDE OF ROOF / CEILING DECK ABOVE AND BE SEALED AIR RIVVIRABLE. • STEEL. FLOOR AND CEILING TRACKS OF WALL ASSEMBLES TO BE 25 MSG, MN CORROSION - PROTECTED STEEL W/ 1' LONG LEGS MR • STUDS TO BE 25 MSG CORROSION PROTECTED STEEL. STUD- MN 1114' FLANGE, V4' RETURN- CUT I*' LESS TWM ASSEMBLY HEIGHT FOR SLIP CONNECTION, MAX SPACNG 24' OjC. • MN 3 iR' UL GLASSY BATTS, FRICTION FIT1E0 BETWEEN STUDS AND RUNNERS. • GYP BD FASTENER TO BE 1' TYPE 'S' OR '8-12' STEEL. SC MA AT IV OTC. FOR T1E FIRST LAYER AND 1518' FOR THE SECOND LAYER SCREW HEADS t0 BE COVERED V UL CLA'BFiED ADHESIVE (E. CALKITE-RLBTON, INC rA.B0ND') • N0.25 MSG FURRING CHANNELS, 2 318' BY 118', SPACED AT 24' Or. PERPENDICULAR TO STUD. CLIPS SPACES AT 48' OTC. MAX AND SECURED WITH NO.8 X 1 112' SELF DRILLNG 6-i2 STEEL SCRQU THRO" CENTER GROMMET Res CHANNELS ARE FRICTION FITTED N CLIPS. • TUBE STEEL C LU"NS TO BE WRAPPED WITH 2 LAYERS OF 111' TO ACH•EiVE A 1HHR RATING. • A BEAD OF U.. CLA86PID SEALANT TO BE APPLIED AROUND THE PARTITION PERIMETER FOR SOW CONTROL. 25 MSG MN, CORROSION PROTECTED STEEL STUD - MN 11/4 FLANGE, 114' RETURN. RUN TO TUBE STEEL BRACING AND N FILL BRACING 5' TUBE STEEL. COLUMN V 1518' 2HNZ, GYP. BD, COLUMN WRAP, RE: STRJGT V2' GYP BASE LAYER 50 GYPSUM BOARD ON OVER COLUMN WRAF` TO STAIR STUDS. ALLOW FINAL. LAYER TO BE RAW SAME AS 104, WR4TED, GYP BD 4 ON ONE SIDE SAME AS US, UNRATED, GYP BD ON BOT1•H SIDES W4 (L3fECTIVE 14R RATING, NO RATING REQ'D) SAME AS 1113, WITH WIDE V STUD T'HHICIQEW TO 3 ENCLOSE CB I FIRE WRAPPING OF BRACING T� i .�. •► ■ II I. i1 n • a. w ■ I -% /\ lk t /'1 T f-\ 11 10'1 T 1 r\ \ I s CHANNEL--` R1C -1 ISOLATOR CLIPS' TYP. HORIZONTALLY UNIT STAGGERED, 50 THICK GYP W. I MAWAN GAP BETWEEN STRUCTURAL ELEMENTS AND SAME AS WU WITHOUT HAT NIERIOR WALL ! FRAMING WT uHAMEL AND RSfC -1 ISOLATORS STAIR DEMISING WALL AT COLUMNS WITH SHEAR BRACING 25 MSG, MN CORROSION PROTECTED STEEL. SHAFT LINER STUD- MN 11/4' FLANGE, V4' REiURN. RUN t0 TUBE STEEL BRACING AND IN FILL BRACING I' THICK SHEAR LINER 5' TUBE STEEL COLUMN W/ 150 2 ELE VATOR GYP. BD. COLUMN WRAP, RE: STRICT RSiC -i ISOLATOR UNiT CLIPS TYT? MAINTAIN GAP BETWEEN STRUCTURAL ELEMENTS 2 LAYERS HORIZONTALLY AND INTERIOR WALL ! FRAMING STAGGERED, 50 THICK GYP BD. ELEVATOR DEMISING WALL AT COLUMNS WITH SHEAR BRACING Scale 1 = r-V PER UL LISTING U419 - 214R YYJ scale.11rr = 1W HOLD BACK FNAL GYPSUM BOARD LAYERS scale: llrr = 10 V8' - 1/4' AT T1E X- CLIPS PERIMETER AND SEA'. ,E.. WITH U. CLASSIFIED 20 GA *24' OL. MR SIRED ACOUSTICAL. WA-ANT, SAME AS 104, WR4TED, GYP BD 4 ON ONE SIDE SAME AS US, UNRATED, GYP BD ON BOT1•H SIDES W4 (L3fECTIVE 14R RATING, NO RATING REQ'D) SAME AS 1113, WITH WIDE V STUD T'HHICIQEW TO 3 ENCLOSE CB I FIRE WRAPPING OF BRACING T� i .�. •► ■ II I. i1 n • a. w ■ I -% /\ lk t /'1 T f-\ 11 10'1 T 1 r\ \ I s CHANNEL--` R1C -1 ISOLATOR CLIPS' TYP. HORIZONTALLY UNIT STAGGERED, 50 THICK GYP W. I MAWAN GAP BETWEEN STRUCTURAL ELEMENTS AND SAME AS WU WITHOUT HAT NIERIOR WALL ! FRAMING WT uHAMEL AND RSfC -1 ISOLATORS STAIR DEMISING WALL AT COLUMNS WITH SHEAR BRACING 25 MSG, MN CORROSION PROTECTED STEEL. SHAFT LINER STUD- MN 11/4' FLANGE, V4' REiURN. RUN t0 TUBE STEEL BRACING AND IN FILL BRACING I' THICK SHEAR LINER 5' TUBE STEEL COLUMN W/ 150 2 ELE VATOR GYP. BD. COLUMN WRAP, RE: STRICT RSiC -i ISOLATOR UNiT CLIPS TYT? MAINTAIN GAP BETWEEN STRUCTURAL ELEMENTS 2 LAYERS HORIZONTALLY AND INTERIOR WALL ! FRAMING STAGGERED, 50 THICK GYP BD. ELEVATOR DEMISING WALL AT COLUMNS WITH SHEAR BRACING Scale 1 = r-V PER UL LISTING U419 - 214R YYJ scale.11rr = 1W _ PER UL LISTING 0419 - W scale: llrr = 10 PER UL LISTING 11419 - 214R X- CLIPS PLAN ,E.. STRUCTUR 20 GA *24' OL. MR SIRED SPRAY FIREPROOFING FIlREPPVOFINGs -- A FIREP MATCH THE DEPTH OF T1E 2 LAYERS OF STAGGERED CONTINU AT ��►*►� 2 LAYER' OF StAGC D 5/8' STRUCTURE (0 ' CAVITY 8' * Wb Z -CLIPS BOARD PROM S - am CUT SHORT In, =TO AND KEEP TW14T -20 GA *24' OL. MN FIREPROOFINGs, STRAY FIfi4EPRO0FNG STEEL •- TRAC SIRED t�� ISOLATORS SHAFT L wm"q on f OF THE I REI WOFING STRUCTURE STAGGERED 518' HOLD BACK FINAL GYPSUM BE GALVANIZED STEEL ATTACHED WITH FASTENERS * 24' OTC. SPRAY FIREPROOFING 6 MIL VAPOR BOARD LAYER VS' - V4' AT SHAFT LINER IS BOARD LAYERS VS' - 1/4' Al BARRIER THE PERMS MR AND SEAL. C0014UOlU6 AT THE PERIMETER AND SEAL TYPICAL WITH UL CLASSIFIED FLOOR LEVELS HOLD BACK ALL GYPSUM ACOUSTICAL SEALANT, TYPICAL.. FR OM STRUCTURE GYP BD I BOA RD 1 SHAFT LNER IS 1 7YPICAL.. CONTNM AT STEEL TOP TRACK STUD Cut SWORt V1' �I'JG, EXTERIOR FOOT RLNER FOR SLIP AT UPPER TRACK EA OOR RUNNER STAIR WE CLADDING (VARIES) ON 2 LAYERS OF STEEL TOP TRACK 518' GYP BD ON W ON WRB- WEATHER RESISTIVE STA 518' G W41 FOR STUDS. 2 8x41 GYPSUM BOARD FOR WALL TYPE Wic LL1= An M AM C B r�.<w INTERIOR s�TUDS. 2LAY� FOR WALL TYPE WIC STEEL STUDS W/ C-ADONG (VARIES) ON BRACING ON Wb WING- WEATHER RESISTIVE 6 MIL V APOR BARRIER I SEAL", TYP. R -21 GLASS FUR ULATION EXCEPT N WALL TYPES 1Ui' AND 'W12H" SAME AS 112, WITHOUT NSU ATIONI. FOOT TEFL. FLOOR RUNNER W21 STUD SPACING * 16' O SAME AS WI, UNIRATED. W2 STUD SPACING * 16' OLD. SAME AS WI, WiN 2 LAYER OF 518' GYP ON BOTH SDES- 2114R RATING SAME AS A WITH BRACING N 1 AN 8' STUD WALL SAME AS A 1 NOLLAT04 HUTHHOUT EXTERIOR WALL CONSTRUCTION s��!8:11�r =1'�' SAME AS WTa UUTHOUT HAT ( -- . . I . . . . . . � .� . a W7 CWAM* . AND RIC -i iSOIATORS ELEVATOR SHAFT WALL CONSTRUCTION swo: VY r-w UL LISTMS U-03 - XPRI 1 1/2 = r -0• f l 0I- LIES' `i L' - -214Z 2 LAYERS V1' UL CLASSIFIED NOTE: STRUCTURAL MEMBER WALLBOARD. _� — - -- TYPES AND SIXES 2 1ES FOR UL V446 RATED WALLS: Y— MAINTAIN GAP BETWEEN 1518 STEEL STUD PLAN MR PLAN ,E.. STRUCTUR DE PTH SPRAY FIREPROOFING FIlREPPVOFINGs -- A FIREP SHAFT LINER 2 LAYERS OF STAGGERED CONTINU AT ��►*►� 2 LAYER' OF StAGC D 5/8' FLOOR 14OLD BACK P SUM CORNER OF STRUCTURAL BOARD PROM S - am CUT SHORT In, =TO AND KEEP TW14T FOR SLIP AT LIPPER FIREPROOFINGs, COLUMNS WITH STEEL •- TRAC 1 THICK ISOLATORS SHAFT L wm"q on STEEL FLOOR AND CEILING TRACKS, MIN D34 TRIM TO BE USED FOR WAIL ASSEMBLIES AND TO 2 LAYERS OF STEEL STUDS SAME AS WTa UUTHOUT HAT ( -- . . I . . . . . . � .� . a W7 CWAM* . AND RIC -i iSOIATORS ELEVATOR SHAFT WALL CONSTRUCTION swo: VY r-w UL LISTMS U-03 - XPRI 1 1/2 = r -0• f l 0I- LIES' `i L' - -214Z 2 LAYERS V1' UL CLASSIFIED NOTE: STRUCTURAL MEMBER WALLBOARD. _� — - -- TYPES AND SIXES 2 1ES FOR UL V446 RATED WALLS: Y— MAINTAIN GAP BETWEEN 1518 STEEL STUD PLAN SPACED 24' OL, STUDS PLAN ATTAC1ED TO FLOOR V ARY, RE STRUCTURAL UNIT SPRAY FIREPROOFING Fly AT EACH UL CLASSIFIED GLASS STEEL S TUDS 2 LAYERS OF STAGGERED UNIT 2 LAYER' OF StAGC D 5/8' MPENIETRAME. 5/8' GYPSUM BOARD ON HAT CORNER OF STRUCTURAL GYPSUM BOARD ON FURRING BRACING, RE: STRICT CHANNEL AND RIC -1 UNIT DEMISING AND R81C -1 COLUMNS WITH ISOLATORS. rEMBER ISOLATORS BATT NSULATICN STEEL FLOOR AND CEILING TRACKS, MIN D34 TRIM TO BE USED FOR WAIL ASSEMBLIES AND TO 2 LAYERS OF STAGGERED 518' HOLD BACK FINAL GYPSUM BE GALVANIZED STEEL ATTACHED WITH FASTENERS * 24' OTC. HOLD BACK FINAL GYPSUM .�.� BOARD LAYER VS' - V4' AT BATT INSULATION BOARD LAYERS VS' - 1/4' Al ACHEVE A 2148 RATING 2 LAYERS OF V1' TO ACHEIVE 04R WHEN SUPPORTING ROOF. THE PERMS MR AND SEAL. THE PERIMETER AND SEAL TYPICAL WITH UL CLASSIFIED WITH U - CL.AWIFIED ACOUSTICAL SEALANT, TYPICAL.. ACOU STDAL SEALANT, TYPICAL GYP BD 1 LAYER 5/8' UL SHAFT LNER IS CONTNM AT \— FL OOR C OONIC08 AT FOOT FLOOR LEVELS ON FOOT RLNER FLOOR LEVELS OOR RUNNER STAIR WE r _ SAME AS WTa UUTHOUT HAT ( -- . . I . . . . . . � .� . a W7 CWAM* . AND RIC -i iSOIATORS ELEVATOR SHAFT WALL CONSTRUCTION swo: VY r-w UL LISTMS U-03 - XPRI 1 1/2 = r -0• f l 0I- LIES' `i L' - -214Z 2 LAYERS V1' UL CLASSIFIED NOTE: STRUCTURAL MEMBER WALLBOARD. _� — - -- TYPES AND SIXES 2 1ES FOR UL V446 RATED WALLS: Y— MAINTAIN GAP BETWEEN 1518 STEEL STUD STRUCTURAL ELEMENTS SPACED 24' OL, STUDS AND INTERIOR WAIL ! ATTAC1ED TO FLOOR V ARY, RE STRUCTURAL WALL MUST EMEND UP r0 UNDERSIDE OF ROOF / CEILING DECK ABOVE AND BE SEALED AIR SPRAY FIREPROOFING Fly AT EACH UL CLASSIFIED GLASS DEPiH OF THE FIBER INSULATION 5' TUBE STEEL COLUMN W/ 2H R DRAWINGS, TYP. MPENIETRAME. 25 MSG, MIN GALVANIZED CORNER OF STRUCTURAL STUD C 4NELS INSTALLED BRACING, RE: STRICT ON TUBE STEEL COLUMN UNIT DEMISING WALL AT '� To SutoRr INSET COLUMNS WITH CB rEMBER • PARTITIONS STEEL FLOOR AND CEILING TRACKS, MIN D34 TRIM TO BE USED FOR WAIL ASSEMBLIES AND TO 2 LAYERS OF STAGGERED 518' BE GALVANIZED STEEL ATTACHED WITH FASTENERS * 24' OTC. I FIR UL DESIGN .�.� TUBE STEEL COLU1"N8 TO BE WRAPPED WIN 2 LAYERS OF 1/Y AND ONE LAYER OF "'GYP. TO NO. X528. ACHEVE A 2148 RATING 2 LAYERS OF V1' TO ACHEIVE 04R WHEN SUPPORTING ROOF. STUDS TO BE CORROSION PROTECTED STEEL- MIN 31R' WIDE X 15/8' V i/2' STIFFENERS, MIN 034 TYPICAL 2 LAYERS U2' AND THICK GALVANIZED STEEL CUT W' LESS THAN ASSEMBLY HEIGHT FOR SLIP C 4 ECTIOK MAX 1 LAYER 5/8' UL � SPACING 24' OTC. CLASSIFIED r _ W41 FOR _ ING TO BE W' X 33 S SOLID C B MO-HEIGHT WITH V2' L NO.8 PAN WAD SCREW AT EACH STUD. BRACING IS 14 LAYERS OF V2 SCREW - ATTACHED WITH ONE ill' NO.8 PAN HEAD SCREW PER FLANGE OR TWO 112' LONG NO. B PAN UL DESIGN FOR V SECTIONS. HEAD SCREW' PER WEB NO. X528. UL CLASSIFiED GLASS FIBER BATTS, FRICTION FITTED BETWEEN STUDS AND RUNNERS SILICEOUS AGGREGATE 518' UL CLASSFED GYP BD. WHEN JOINTS TO BE ATTACHED t0 SHAFT LiNER STUDS, APPLY CCNCRETE. a ADHESIVE TO BOTH SIDES OF JOINTS AT SHAFT LINER STUDS GYP BD FASTENER' TO BE SELF TAPPING BUGLE HEAD SHEET STEEL TYPE, SPACED AT 12' OTC C B -3 MN THICKNESS OF ' � • ALONG THE PERIMETER AND FIELD. FiRST LAYER OF WALLBOARD t0 BE FASTENED W/ I V4' LONG NoNCOMBU'rHBLE ° NO.6 SCREWS. THE SECOND LAYER iS TO BE FASTENED W/ 150 LCNG NO.6 SCREWS. GYP 8D 2 NR PER IBC NSULATINCs MATERIAL JOINTS TO HAVE 2 COATS VINYL OR CASEIN JOiNT COMPOUND RUTH 2' PAPER IMBEDDED. ABLE 120X1) LED SEALANT TO 13E APPLIED AROUND THE PARTITION PERIMETER FOR SOUND �� Hl RATED COLUMN ASSEMBLIES V2' GYP BASE LAYER OVER COLUMN WRAP TO ALLOW COLUMN AND WRAP TO BE ACOUSTICALLY ISOLATED FROM THE REST OF THE ASSEMBLY ACOUSTICAL SEAL -ANT STEEL STUDS 25 MSG, MIN GALVANIZED METAL HAT CHANNEL RIC -I ISOLATOR GIPS TM 2 LAYER' 50 GYP BD. BTTB:L., DUAL. ST1D � Y— MAINTAIN GAP BETWEEN CONFIGURATION STRUCTURAL ELEMENTS SPACED 24' OL, STUDS AND INTERIOR WAIL ! ATTAC1ED TO FLOOR FRAMING AND CELNG TRACKS. SPRAY FIREPROOFING SIZED TO MATCH THE UL CLASSIFIED GLASS DEPiH OF THE FIBER INSULATION 5' TUBE STEEL COLUMN W/ 2H R COLUMN WRAP, RE: STRUJCT 25 MSG, MIN GALVANIZED TUBE STEEL COLUMN STUD C 4NELS INSTALLED BRACING, RE: STRICT ON TUBE STEEL COLUMN UNIT DEMISING WALL AT '� To SutoRr INSET COLUMNS WITH SHEAR BRACING BETWEEN THE TW • SCA: Irr = r-6 PER UL LISTING V446 - N•HR PLAN 8" CAVITY DEPTH I" MINIMUM AIRSPACE STRUCTURE Z -GIPS -20 GA *24' O MIN. SPRAY FIREPROOFING SIZED TO MATCH THE DEPiH OF THE -- FIREPROOFING STUD OZ SHORT i/2' HOLD BACK ALL GYPSUM FOR SLIP AT UPPER BOARD FRCM STRUCTURE AND TRACK KEEP TIGHT TO FIREPROOFING, DUAL STUD WALL WITH TYPICAL MINIMUM 1' SEPARATION BETWEEN THE TW • PARTITIONS STEEL TOP TRACK 2 LAYERS OF STAGGERED 518' GYP BD. .�.� HEAD ACOUS PLAN \ sw:11r2� =1' m PER Ljl- LI�r�'!1�: �� �S. 114R i Scale:1 UY =1' -0' NOTES FOR UL U454 RATED WALLS: • WALL MUST EMEND U' t0 UNDERSIDE OF ROOF / CEILING DECK ABOVE AND BE SEALED AIR HPENETRABL.E. • STEEL FLOOR AND CEILING TRACKS OF WAIL ASSEMBLIES TO BE CHANNEL SHAPED, GAL STEEL, 25 MSG STEEL W/ 11/4' LONG LEGS MiN. ATTACHED TO FLOOR AND CEILING 137 main street, suite G004 WIN FASTENERS * 24' OTC. box 5055 • STUDS TO BE CHANNEL SHAPED 2 V1' NO. 25 MSG GALVANIZED STEEL STUD- MIN 1 V4' FLANGE, edwards, Colorado 81632 5/16' RETURNH- CUT 1' LESS THAN ASSEM131 -Y HEIGHT FOR SLIP CONNECTION. MAX SPACING 24' 970.926.2622 OTC. rkd @rkdarch.com • RESILIENT CHANNEL FURRING t0 BE STEEL, SPACED * A24' OL. VERTICALLY. USE KEE E RC ASSURANCE CLIPS * ALL STUD CONNECTIONS. • 3 V1' UL CLASSIFIED BATTS, ATTACHED TO BASE LAYER OF WALL BOARD WHICH IS DIRECTLY ATTACHED t0 STEEL STUDS. FASTEN WITH 9116' LONG STAPLES. USE 5 STAPLES FOR EVERT 4' LONG PIECE. ORVE ONE STAPLE IN THE CENTER AND STAPLE At EACH CORNER 3' FROM EDGE. r � • 112' THICK, 4' MADE GYP BD. ATTACH TO FURRING CHANNELS, BASE LAYER ATTACHED WITH I' w TYPE 'S' STEEL SCREWS SPACED 24' OTC, FACE LAYER WiTH 15/8' TYPE 'S' SCREWS * 12' OTC. WALLBOARD ON DIRECT ATTACHED SIDE, BASE LAYER ATTACHED WITH TYPE i' LONG 'S -12' STEEL SCREW' * 12' O.C. WALLBOARD JOINTS ORIENTED VERTICALLY, LOCATED OVER STUDS r , AND OFFSET BETWEEN LAYERS. v • A BEAD aF UL CLASSIFIED SEALANT TO BE APPLIED AROUND THE PARTITION PERIMETER FOR SOUND CONTROL z W w > Q v/ z W >0 b" CAVITY DEPTH Q J 1 0 STRICTURE UJ U '^ X -GIPS SPRAY FIREPROOFING v/ -20 CIA *24' O.C. MM. Q UJ J SIZED TO MATCH THE _ DEPTH OF THE FIREPROOFING 14OL.D BACK ALL GYPSUM BOARD IRON ST14JCTURE > STUD CUT SHORT U2' FOR AND KEEP TIGHT TO r 1 SLIP AT UPPER TRACK FIREPROOFING, TYPICAL v M STEEL TOP TRACK n r. 2 LAYERS OF STAGGERED UNIT 5/8' GYPSUM BOARD OWN RESILIENT CHANEL WITH V ASSURANCE GIPS. 2 LAYER' OF 518' HEAD GYP BD ON STUDS. STAMP OF RECORD: PLAN L3 -r 3,1 CORRIDOR 2 LAYERS OF STS 518 °. STEEL STUDS GYPSUM BOARD ON ` RESILIENT CHANNEL WITH �: M ASSURANCE GIPS. 2 LAYERS OF 5/8' AA GYP BD ON STUDS HOLD BACK ALL GYP job number 04 '70 BD LAYER VS' - 1/4' issue date AT THE PERIMETER AND Permit set 01.29.07 3 W' UL CLASSIFIED BATT SEAL WITH UL CLASSIFIED Const. set 04.20.07 Al ACOUSTICAL SEALANT, NSU.AtiON TYPICAL Lii W-J/ FOOT .EEL FLOOR 10 ER Revised Permit 12.14.07 a sheet We FIRE ASSEMBLIES sheet number CORRIDOR WALL CONSTRUCTION A9,50 2 LAYERS OF GYPSUM B O 14OLD BACK ALL GYP 13D PERISMIR • UT4 UL CLA86FED .�.� ACOUS TYPICAL \ sw:11r2� =1' m PER Ljl- LI�r�'!1�: �� �S. 114R i Scale:1 UY =1' -0' NOTES FOR UL U454 RATED WALLS: • WALL MUST EMEND U' t0 UNDERSIDE OF ROOF / CEILING DECK ABOVE AND BE SEALED AIR HPENETRABL.E. • STEEL FLOOR AND CEILING TRACKS OF WAIL ASSEMBLIES TO BE CHANNEL SHAPED, GAL STEEL, 25 MSG STEEL W/ 11/4' LONG LEGS MiN. ATTACHED TO FLOOR AND CEILING 137 main street, suite G004 WIN FASTENERS * 24' OTC. box 5055 • STUDS TO BE CHANNEL SHAPED 2 V1' NO. 25 MSG GALVANIZED STEEL STUD- MIN 1 V4' FLANGE, edwards, Colorado 81632 5/16' RETURNH- CUT 1' LESS THAN ASSEM131 -Y HEIGHT FOR SLIP CONNECTION. MAX SPACING 24' 970.926.2622 OTC. rkd @rkdarch.com • RESILIENT CHANNEL FURRING t0 BE STEEL, SPACED * A24' OL. VERTICALLY. USE KEE E RC ASSURANCE CLIPS * ALL STUD CONNECTIONS. • 3 V1' UL CLASSIFIED BATTS, ATTACHED TO BASE LAYER OF WALL BOARD WHICH IS DIRECTLY ATTACHED t0 STEEL STUDS. FASTEN WITH 9116' LONG STAPLES. USE 5 STAPLES FOR EVERT 4' LONG PIECE. ORVE ONE STAPLE IN THE CENTER AND STAPLE At EACH CORNER 3' FROM EDGE. r � • 112' THICK, 4' MADE GYP BD. ATTACH TO FURRING CHANNELS, BASE LAYER ATTACHED WITH I' w TYPE 'S' STEEL SCREWS SPACED 24' OTC, FACE LAYER WiTH 15/8' TYPE 'S' SCREWS * 12' OTC. WALLBOARD ON DIRECT ATTACHED SIDE, BASE LAYER ATTACHED WITH TYPE i' LONG 'S -12' STEEL SCREW' * 12' O.C. WALLBOARD JOINTS ORIENTED VERTICALLY, LOCATED OVER STUDS r , AND OFFSET BETWEEN LAYERS. v • A BEAD aF UL CLASSIFIED SEALANT TO BE APPLIED AROUND THE PARTITION PERIMETER FOR SOUND CONTROL z W w > Q v/ z W >0 b" CAVITY DEPTH Q J 1 0 STRICTURE UJ U '^ X -GIPS SPRAY FIREPROOFING v/ -20 CIA *24' O.C. MM. Q UJ J SIZED TO MATCH THE _ DEPTH OF THE FIREPROOFING 14OL.D BACK ALL GYPSUM BOARD IRON ST14JCTURE > STUD CUT SHORT U2' FOR AND KEEP TIGHT TO r 1 SLIP AT UPPER TRACK FIREPROOFING, TYPICAL v M STEEL TOP TRACK n r. 2 LAYERS OF STAGGERED UNIT 5/8' GYPSUM BOARD OWN RESILIENT CHANEL WITH V ASSURANCE GIPS. 2 LAYER' OF 518' HEAD GYP BD ON STUDS. STAMP OF RECORD: PLAN L3 -r 3,1 CORRIDOR 2 LAYERS OF STS 518 °. STEEL STUDS GYPSUM BOARD ON ` RESILIENT CHANNEL WITH �: M ASSURANCE GIPS. 2 LAYERS OF 5/8' AA GYP BD ON STUDS HOLD BACK ALL GYP job number 04 '70 BD LAYER VS' - 1/4' issue date AT THE PERIMETER AND Permit set 01.29.07 3 W' UL CLASSIFIED BATT SEAL WITH UL CLASSIFIED Const. set 04.20.07 Al ACOUSTICAL SEALANT, NSU.AtiON TYPICAL Lii W-J/ FOOT .EEL FLOOR 10 ER Revised Permit 12.14.07 a sheet We FIRE ASSEMBLIES sheet number CORRIDOR WALL CONSTRUCTION A9,50 0 CL t 0 R N 0- d N ti 00 M M Co N THE CASCADE RESIDENCES REVISED CODE ANALYSIS: 04102107 1. General and Occupancy a. IBC 2003 b. Mixed -Use Occupancy 000_f I. Grade Level, ( "Garden Level" on Construction Drawings): 1. S 1, Existing - 5,497 sq.ft 2. S2, New- 6,965 sq.ft 3. R2, New - 3,374 sq.ft ii. Second Story Above -Grade ('First Level" on CD's): 1. B,M, or A2 Commercial Spaces - 7,055 sq.ft 2. R2, New - 825 sq.ft 3. R2, Existing, 3,050 sq.ft iii. Third Story-Above -Grade ( "Second Level" on CD's): NOTES FOR UL P132 RATED ROOFS • ROOF COVERING TO BE UL CLASSPIED SNGL.E M MEMIW NE MATERIAL COMPATIBLE WITH THE NSULATION. • ROOF INSULATION TO BE USED ON ROOF TYPE Rl TO BE UL CLASSIFIED POLYISOCYANURATE FOAMED PLASTIC INSULATION BOARDS BOARDS TO BE STAGS A MINM OF 6'. MNIMIM T14ICM86 OF 2' FOR ROOF TYPE la • ADHESIVES TO BE UL LISTED AND APPLIED N W' WIDE RIBBONS 6' O.0 AT A GAL/IO0 SQ FT. • 1' OF SPRAY APPLIED RESISTIVE MATERIAL TO BE APPLIED TO STRUCTURAL. MEMBERS AND S DECK �r 'T'I >: • - ar • r.• -1 In METAL STUDS 5/8' GYP S 4EATHNG OR EXTERIOR GYP FOR VAiaOR EXTERIOR SPACES BARRIER TYPICAL ROOF CONSTRUCTION AT SLOPED ROOF Scale: 11/2* = Nr � :fir - IN%I>r r� PER UL LISTNG P132 - 1NR NOTES FOR UL U415 RATED WALLS • WALL MUST F-YMM UP TO 1NDERSIDE OF ROOF / CEILING DECK ABOVE AND BE SEALED AIR IMPETEI'R &E. • STEEL FLOOR AND CEILING TRACKS OF WALL ASSEMBLIES TO BE 'J' SHAPED, MN 24 MSG GALVANIZED STEEL MM 2 I/2' DEEP WITH UNEQUAL LEGS OF I' AND 2'. RtM ER6 POSIT1014ED MATH LONG LEG TOWARD P WALLBOARD SIDE OF WALL R04M ATTACHED TO STRUCTURAL SUPPORTS MATH STEEL. FASTENERS LOCATED NOT MORE THAN 2' FROM ENDS AND NOT GREATER THAN 24' OjC" • 'C -H' SHAPED STUDS TO BE MN 25 MBG GALVANIZED STEEL.- CUT UY LESS THAN ASSEI115L.Y HEW. MAX SPACING 24' OZ. • MN 25 MSG RESILIENT RFRRIW3 CHANNELS SPACED • 24'0Z. VERTICALLY FOR WALL TYPE W9s ONLY. USE KEENE RC ASSURANCE CLIPS * ALL STUD CONNECTIONS. • FILL STUD WALL SPACE W/ UL CLASSIFIED MINERAL. WOOL BATTS, FRICTION FITTED BETWEEN STUDS AND i RS • 2 LAYERS, 50 X 4' WIDE GYP BD TO BE APPLIED VERTICALLY. BASE LAYER ATTACHED WITH I' LONG TYPE 'S' SCREW6 * 24' OTL, OUTER LAYER TO BE ATTACHED TO RESILIENT FURRING 04WELS FOR WALL TYPE ft AND TO STUDS FOR WALL. TYPE W5, W/ 150 LONG SCREWS # 24' OTC. AND STAGGERED 12' FROM BASE LAYER SCREWS. JOINTS BETWEEN IMER AND OUTER LAYERS TO BE STAGGED 24'. EXPOSED SCREW HEADS TO BE COVERED W/ JOINT COMPOUND. • A BEAD OF UL CLASSPIED SEALANT TO BE APPLIED AROWD THE PARTITION PEWSTER FOR SOUND CONTROL.. Z -CLIPS -20 GA x24' O;C. MR SIZED TO MATCH THE DEPTH OF THE FIREPROOFING. STUD CUT SHORT 1/2' FOR SLIP AT UPPER TRACK LONG LEG OF 'J' STUDS TO BE ON P WALL50ARD SIDE OF WALL Jf"tA 1 I' THICK BOARD - SHAFT LINER HEAD STRICTURE SPRAY FIFelzROOFFNG HOLD BACK ALL GYP81M BOARD FROM STRUCTURE AND KEEP TIGHT TO FIREPROOFING. TYPICAL. STEEL TOP TRACK RESILIENT CHANCEL WITH ASSURANCE CLIPS LNIT STEEL. STUDS MIN 1' UL CLASSIFIED MNERAL WOOL ATTACHED TO BASE LAYER WALLBOARD ATTACHED DIRECTLY TO STUD. (E THERMAFIBER LLC TYPE SAFB) Faw eno PER UL LISTNG P132 - 14R LONG LEG OF 'J' STUD STEEL FLOOR RI M TO BE ON 1' WALLBOARD SIDE OF WALL HOLD BACK ALL GYPS[M BOARD LAYERS 1/8' - 1/4' AT THE PERIMETER AND SEAL. WITH UL CLASSIFIED ACOUSTICAL SEALANT, TYPICAL SHAFT WALL W/ RESILIENT CHANNELS Scale: 11r2' = V-ir PER UL LISTING U45 - 214R i fERB IT, SHAFT WALL Scale: 11/2' = 1W PER UL LISTING U45 - 2HR v u a N N 0 0 a 12 t5 a, L i� Q NOTES FOR UL D104 RATED ROOFS • SLAB TO BE 2 V2' MIN, NORMAL WEW CONCRETE WITH 6'X6' MELDED WIRE FABRIC. • STEEL FLOOR AND FORM UNITS TO BE NONCOMF'OSITE GALVANIZED UNITS. ALTER 4ATNG ONE 1 I/2' DEEP, 24 IN WIDE, 18 MSG MN FLUTED WITS TO ONE I U2' DEEP, 24' WIDE, 20/18 MBG MIN CEI 11 AR WITS OR ALL 3' DEEP, 24' WE 20/18 MSG CELLULAR WITS OF THE TYPES LISTED IN THE UL FIRE RESISTENGE DIRECTORY, DEW(A D104. UND, ADJACENT WITS BUTTON- PINCHED OR WELDED TOGETHER 36'= AT SIDE JOINTS • JOINT COVERS, 2' WIDE, PRESSURE SENSITIVE LATH TAPE TO BE USED AT EXPOSED JOINTS • 30 OF SPRAY RW"OOFNG TO BE APPLIED TO UNDERSIDE OF DECK 3/4' OF SPRAY FIREPROOFING TO BE APPLIED TO STRICTURAL MEMBERS. R -30 BATT NSIAATION STICK -PNNED TO DECK BELOW FIREPROOFING AT VVCELING TYPE CONDITIONED SPACES FaCCEPT FOR Wag LIVING DECKING AND VAPOR RETARDER ABOVE ROOM SPACES ('C27 JOISTS AND CONDITIONED SPACES GIRIX" SPRAYED WITH FIREPROOFING TYPICAL ROOF /CEILING CONSTRUCTIO 2 1(2' MIN TOPPING SLAB V 814011iMELT ON I '101. SOUND MAT ON PROTECTION / KINETICS MODEL RIM SYSTEM CONSISTS OF DRAINAGE BD ON WATERPROOFING ON 2' THICK TYPE 'I' FIBERGI-ASS PUCKS STEEL DECKING STRUCTURAL CONCRETE SPACED 16' 04, UT14 FIBERGLASS BATT INSULATION BETWEEN 2 P THIdC - CoNCRETE UNIT SLOPE TO DRAIN STEEL DECKING SLAB STEEL DECKING LNI : :� WITH 2 k THICK 0 0 4 0 a 0 t. E CONCRETE SLAB. a SLAB. d a v d 4 d a a d 0 a G C O _ Q a _ d SPR a �. d 1- d d C A [j d .. \\ ° a d d FIREPROOFIINCs °„ �! V \1 ° °d 4 1 1 GARAGE / MECHANICAL ROOM CEILING Scale: i I/? =1W F U1. L15T r 01M - M R -30 BATT INSULATION STICK- PRNED TO DECK BELOW FIREPROOFING L �1�� A l 1 LAYE . F 50GY`PSM BOARD ON -• i BAS O N SUS FENDE D METAL F RAMWI W DERI . AYMENT NOULATIO DECK ABOVE EXTER FL OOR :2b SPACE DECK CONSTRUCTIO sd�l t 1/1 ° -1'a it ?M 2 LAYERS OF STAGGERED 5/8' GYF'81M BOARD. FOR %"', USE MIN 25 MSG GALVANIZED STEEL RESILIENT C 6* EL8 WITH ASSURANCE CLIPS BETWEEN FRAMING AND DBL LAYER OF GYP W. . wl 1~ LONG I a MILER WAL 011 THEP STEEL FLOOR FANNERS TO BE ON 1' WALLBOARD SIDE OF WAIL. W u u 4 d a d DECK) -STEEL JOI JOISTS 3 k THICK WITH FIREPROOF /' IL ILA. 1, .,.l- 3/4' T/G PLYWOOD, REQUIRED WITH THE SYSTEM. 2' THICK GYPCFR!ETE TOPPING SLAB WITH RADIANT HEATING 1� 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com U) W U Z W W � Q � 0 _ 0 p � QO 20 Wyk pwJ Q o> U� rn M v/ ro Q U C. aw l .. numbe 1 • / 1 issue da te Permit set 01 • / / / Revised Permit 12.14.07A9 1 LAYER OF 5/8' GYP" BOARD ON Al LNIT SUSPENDED METAL FRAMING, RE:ARCN TYPIL"AI NFW FI ono L KIRTRI Ir.TInN '9fz,g t in - 1A MR UL 1, 15TWi l"1 - 2+R sheet title FIRE ASSEMBLIES CODE AM� SIS se number 1. R2, New - 7,723 sq.ft 8. Means of Egress 2. R2, Existing - 4,150 sq.ft. "Third a. Occupant Loads: iv. Fourth Story- Above - Grade, ( Level" on CD's): i. Grade Level, CCarden Level" on Construction Drawings): 1 . R2, New - 7,326 sq.ft New 1. S1, Existing- 6,054 soft. @ 300 s.f. /person - 21 2. R2, - q 4,150 sq.ft 2. S2, New- 5,361 sgft garage. @ 200 s.fJperscn _ - 27 v. Fifth Story- Abode- Grade, ( "Fourth Level on CD's): 1,111 sgft. meth @ 300 s.f. /person = 4 1. R2, New - 6,350 sq.ft 3. R2, New- 3,180 soft. @ 200 s.f. /person = 16 2. R2, Existing- 3,050 sq.ft Ag 68 vi. Sixth Story- Above- Grade, (Fifth Level on CD's): ii. Second Story-Above-Grade ("First Level" on CD's): 1. R2, New - 5.680 sq.ft 1. B,M, or A2 7,057 sgft. @ 30 s.f. /person = 235 2. R2, New- 702 sq.ft. @ 300 s.f. /person = 3 TOTAL PROPOSED AREA 65,195 SQ. FT 3. R2, Existing, 3,050 sgft.@ 200 s.flperscn = 16 2. Type of Construction 254 a Type IB iii. Third Story -Above- Grade, ( "Second Level" on CD's): 1. R2, New- 7,887 sgft. @ 200 s.f. /person = 40 3. AIlowable and floorar ea, (S1Occu pan cy.) 2. R2, Existing- 4,150 sgft. = 21 a. Height- 11 stories 61 b. Floor area - Tabular Area per floor. (Table 503) 48,000 sq.ft iv. Fourth Story - Above - Grade, ( Third Level" on CDs): Multi-story multiplier. (506.4) x 3 1. R2, New- 7,307 sgft. 2. R2, Existing- 4,150 sq.ft. - _ 37 - 21 TOTAL ALLOWABLE AREA 144,000 SQ.FT. v. Fifth Story-Above-Grade, ("Fourth Level on CD's): 58 1. R2, New- 6,356 sgft. 32 4. Rated construction 2. R2, Existing- 3,050 sgft. - 16 a. Occupancy Separations- Non - separated occupancies; S1 is most restrictive of at I occupancy types and will A8 determine height and floor area limits above. vi. 51xth Story-Above-Grade, (Frfth Level on CD's): [Section 302.3.1 ] 1. R2, New- 6,028 sgft. = 32 b. Corridors - 1/2 hour [Table 1016.1 ] i. Windows shall not exceed 25% of the area of [Section 715.4.7.21 common wall within any room and shall berated 1/3 hour. [Section 715.4, exc 2 ] b. Egress width serving floors 2 -5 (occ. load 203,) are to have 61' [Table 1005.1] c. Elevator - 2 hour with automatic fire doors rated 1 -12 hour [Table 715.31 combined width, 30.5" minimum each. Other rules apply. I. No lobby required per 707.14.1 exception 3 i. 36" where serving 50 people or less (2' floors) [1016.2 & 1009.1] ii. Automatic smoke seat doors required. 36" within a dwelling unit. goad split between stairs (Section 1005.1), d. Structural Frame - 2 hour, 1 hourwhere supporting only roof [Table 601 ] 44 inches otherwise e. Bearing Walls - 2 hour, 1 hour where supporting only roof [Table 601 j ii. Doors shall not reduce the required width to less than %in any position, or more than 7" when fully f. Interior non - bearing partitions - NR [Table 601 ] open, except in dwelling units. g. Exterior Walls - [Table 602 ] c. Two exits or exit access doorways must be provided from [Table 1014.1] i. 1 hour if < 30 feet from fire separation line. spaces where occupant load is >10 in R2 (2,000 square feet,) or >50 in MB (1,500 square feet.) or >30 in S2 (6,000 square feet.) ii. Nor requirement otherwise. I. Where two are required, they must be a distance apart that is more than half the diagonal dimension iii. Parapets on exterior walls are not required [Section 704.11, excep.3 ] of the space. h. Opening in Exterior Walls: d. Two exit access doorways are required in baler and furnace [Section 1014.3] I. If the wall is >15 feet from the fire separation line, then [Table 704.81 rooms where the area is over 500 square feet and any equipment >400,000 Btu's. One can be a ladder. it can have same unprotected as protected at 75% (sprinklered) [Section 704.8.1 ] e. Travel distance to the entrance to an exit in R2 can not exceed [Table 1015.11 ii. Openings required to be protected in 704.8 in 1 -hour [Section 715.4.81 250 feet. walls are to be' /. hr. f. Mere more than one exit access is required. dead ends can not [Section 1016.3] iii. Vertical separation of openings in exterior walls [Section 704.9, excep.2] exceed 20 feet. is not required. g. Corridor width is 36 inches, minimum on floors 2-5 [Section 1016.2] i. Floor construction - 2 hour [Table 601 ] h. Seeping roams are required to have [Section 1025.1, excep. 1 deleted by TOV] j. Roof - 1 hour [Table 601 ] emergency egress and rescue openings or a door to a fire-resistance I. No protection required on openings - see skylights below rated corricor on floors 2 & 3. k. Overhangs. Balconies, etc., that extend beyond the floor area [Section 1406.3) shall not extend beyond a point one -third the distance to the lot line from the lime indicating Mere protected 9. Accessibility openings are required, or more than 12 inches into areas where openings are prohibited. (None planned) a. All public and common areas are required to be fully accessible. I. Shaft W alls -(vents, stair tower, elevator core) - 2 hours if [Section 707.4 ] b. Residential units must have accessible front doors and required clearancesfrcm the corridor side. connecting 4+ stories, 1 hour otherwise. Openings shat I be protected acoorcling to 715, (1 -1/2 hr,) penetrations c. Type B units required [Section 1107.6.2.1.2 ) shall be protected according to 712. 1. Except where not serviced by elevator (i.e, basement and 5 floor) Glass partition with fire sprinker coverage on both sides can substitute for the 2 -hour sh ft [Section 1107.7.2) wall if it is constructed inaccordance with report NER- 516 by the ICC. (Attache ii. Only applies to modified units [Section 3409.7.7] m. Connection to Bridges tion 31041 iii. Accessible routes must be provided throughout [ANSI 117.1] I. The pedestrian vwalkways, (the bridges) are to be considered separate structures per 3104.2 the unit only for clearance widths, level changes and controls. ii. Provide a 2 -hour rating on Cascade Residences Building exterior wells for a distance of 10 feet from iv. 16tchens must be accessible. the face of the bridge. v. All bathrooms in unit crust comply with ANSI specificatian'A' or iii . Openings in 2 hour wall a re to be rated 45 minute min, per 3104.5 9 one bathroom must comply with specification 'B', regarding clear floor 5. Other Materia s space and maneuvering at fixtures. a. Thermal and acoustical insulation is to have a flame spread index of n more than 25. (Some exceptions vi. Backing for grab bars shall be provided at all bathrooms fixtures. [Section 603.1,2 d. One accessible parking space in basement must be provided b. Interior finishes, trim andmillworkcanbecombustible - includingwindowframes. [Section 603. 1,5.1 e. One elevator as accessible means of egress [Section 1007.2.1] c. Exterior trim that is over 40 feet in height above the grade plane must be non-combustible material, (including I. Area of refuge not required - sprinklered. [Section 1007.4, exc 2] treated wood?) [Section 1406.2.21 f. Area of refuge at all new stair landings not required due to [Section 1007.3 ex 3] d. Blo cking far railing, cabinets, doors, windows, etc. can be combust ble building being sprinkled e. All finishes in R occupancy can be of Class C. Fi nishes in [Table 803.5] 10. Interior Environment Vertical exits and exit passageways are to be Class B per NFPA 701. a. Sound transmission: [Section 1207] i. Dwelling units are to have a separation STC of 50 or more. Penetrations shall be treated so as to 6. Skylights- unprotected, provided that structural integrity of the [Section 711.4] maintain the separation, except at entry doors. fire - resistance-rated roof construction is maintained. ii. Dwelling units are to have an IIC rating of 50 or more when tested. b. Ceiling Heights: [Section 1208] 7. Sprinklers, Alarms, Smoke vent i. Mnimum ceiling heights shall be 7-6 , or 7 -0" at bathrooms, kitchens, storage areas and laundry a. Fully sprinkled in accordance with 903.3.1.1 - NFPA13. rooms. i. Generator room is exempt from the sprinkler [Section903.3.1.1.1 11. Pedestrian Walkway. requirement, provided it is separated from the remainder of the building by walls and floor /ceiling assemblies of a. 2 hour fire bamer wall [Secti on 3104.51 at least 2 hours. I. Barrier wall held of bldg envelop 10 feet with 2 hour side walls, floor and roof so adjacent window ii. Quick-response sprinklers are required in dwelling units. [Section 903.32 1 doesn't need to be rated. iii. The location of fire department connections shall be approved by the building official [Section 903.37] iv. Standpipe system is required -Class[. [Sectin 905] b. A manual fire alarm system shall be installed. [Section 907.2.91 NOTES FOR UL P132 RATED ROOFS • ROOF COVERING TO BE UL CLASSPIED SNGL.E M MEMIW NE MATERIAL COMPATIBLE WITH THE NSULATION. • ROOF INSULATION TO BE USED ON ROOF TYPE Rl TO BE UL CLASSIFIED POLYISOCYANURATE FOAMED PLASTIC INSULATION BOARDS BOARDS TO BE STAGS A MINM OF 6'. MNIMIM T14ICM86 OF 2' FOR ROOF TYPE la • ADHESIVES TO BE UL LISTED AND APPLIED N W' WIDE RIBBONS 6' O.0 AT A GAL/IO0 SQ FT. • 1' OF SPRAY APPLIED RESISTIVE MATERIAL TO BE APPLIED TO STRUCTURAL. MEMBERS AND S DECK �r 'T'I >: • - ar • r.• -1 In METAL STUDS 5/8' GYP S 4EATHNG OR EXTERIOR GYP FOR VAiaOR EXTERIOR SPACES BARRIER TYPICAL ROOF CONSTRUCTION AT SLOPED ROOF Scale: 11/2* = Nr � :fir - IN%I>r r� PER UL LISTNG P132 - 1NR NOTES FOR UL U415 RATED WALLS • WALL MUST F-YMM UP TO 1NDERSIDE OF ROOF / CEILING DECK ABOVE AND BE SEALED AIR IMPETEI'R &E. • STEEL FLOOR AND CEILING TRACKS OF WALL ASSEMBLIES TO BE 'J' SHAPED, MN 24 MSG GALVANIZED STEEL MM 2 I/2' DEEP WITH UNEQUAL LEGS OF I' AND 2'. RtM ER6 POSIT1014ED MATH LONG LEG TOWARD P WALLBOARD SIDE OF WALL R04M ATTACHED TO STRUCTURAL SUPPORTS MATH STEEL. FASTENERS LOCATED NOT MORE THAN 2' FROM ENDS AND NOT GREATER THAN 24' OjC" • 'C -H' SHAPED STUDS TO BE MN 25 MBG GALVANIZED STEEL.- CUT UY LESS THAN ASSEI115L.Y HEW. MAX SPACING 24' OZ. • MN 25 MSG RESILIENT RFRRIW3 CHANNELS SPACED • 24'0Z. VERTICALLY FOR WALL TYPE W9s ONLY. USE KEENE RC ASSURANCE CLIPS * ALL STUD CONNECTIONS. • FILL STUD WALL SPACE W/ UL CLASSIFIED MINERAL. WOOL BATTS, FRICTION FITTED BETWEEN STUDS AND i RS • 2 LAYERS, 50 X 4' WIDE GYP BD TO BE APPLIED VERTICALLY. BASE LAYER ATTACHED WITH I' LONG TYPE 'S' SCREW6 * 24' OTL, OUTER LAYER TO BE ATTACHED TO RESILIENT FURRING 04WELS FOR WALL TYPE ft AND TO STUDS FOR WALL. TYPE W5, W/ 150 LONG SCREWS # 24' OTC. AND STAGGERED 12' FROM BASE LAYER SCREWS. JOINTS BETWEEN IMER AND OUTER LAYERS TO BE STAGGED 24'. EXPOSED SCREW HEADS TO BE COVERED W/ JOINT COMPOUND. • A BEAD OF UL CLASSPIED SEALANT TO BE APPLIED AROWD THE PARTITION PEWSTER FOR SOUND CONTROL.. Z -CLIPS -20 GA x24' O;C. MR SIZED TO MATCH THE DEPTH OF THE FIREPROOFING. STUD CUT SHORT 1/2' FOR SLIP AT UPPER TRACK LONG LEG OF 'J' STUDS TO BE ON P WALL50ARD SIDE OF WALL Jf"tA 1 I' THICK BOARD - SHAFT LINER HEAD STRICTURE SPRAY FIFelzROOFFNG HOLD BACK ALL GYP81M BOARD FROM STRUCTURE AND KEEP TIGHT TO FIREPROOFING. TYPICAL. STEEL TOP TRACK RESILIENT CHANCEL WITH ASSURANCE CLIPS LNIT STEEL. STUDS MIN 1' UL CLASSIFIED MNERAL WOOL ATTACHED TO BASE LAYER WALLBOARD ATTACHED DIRECTLY TO STUD. (E THERMAFIBER LLC TYPE SAFB) Faw eno PER UL LISTNG P132 - 14R LONG LEG OF 'J' STUD STEEL FLOOR RI M TO BE ON 1' WALLBOARD SIDE OF WALL HOLD BACK ALL GYPS[M BOARD LAYERS 1/8' - 1/4' AT THE PERIMETER AND SEAL. WITH UL CLASSIFIED ACOUSTICAL SEALANT, TYPICAL SHAFT WALL W/ RESILIENT CHANNELS Scale: 11r2' = V-ir PER UL LISTING U45 - 214R i fERB IT, SHAFT WALL Scale: 11/2' = 1W PER UL LISTING U45 - 2HR v u a N N 0 0 a 12 t5 a, L i� Q NOTES FOR UL D104 RATED ROOFS • SLAB TO BE 2 V2' MIN, NORMAL WEW CONCRETE WITH 6'X6' MELDED WIRE FABRIC. • STEEL FLOOR AND FORM UNITS TO BE NONCOMF'OSITE GALVANIZED UNITS. ALTER 4ATNG ONE 1 I/2' DEEP, 24 IN WIDE, 18 MSG MN FLUTED WITS TO ONE I U2' DEEP, 24' WIDE, 20/18 MBG MIN CEI 11 AR WITS OR ALL 3' DEEP, 24' WE 20/18 MSG CELLULAR WITS OF THE TYPES LISTED IN THE UL FIRE RESISTENGE DIRECTORY, DEW(A D104. UND, ADJACENT WITS BUTTON- PINCHED OR WELDED TOGETHER 36'= AT SIDE JOINTS • JOINT COVERS, 2' WIDE, PRESSURE SENSITIVE LATH TAPE TO BE USED AT EXPOSED JOINTS • 30 OF SPRAY RW"OOFNG TO BE APPLIED TO UNDERSIDE OF DECK 3/4' OF SPRAY FIREPROOFING TO BE APPLIED TO STRICTURAL MEMBERS. R -30 BATT NSIAATION STICK -PNNED TO DECK BELOW FIREPROOFING AT VVCELING TYPE CONDITIONED SPACES FaCCEPT FOR Wag LIVING DECKING AND VAPOR RETARDER ABOVE ROOM SPACES ('C27 JOISTS AND CONDITIONED SPACES GIRIX" SPRAYED WITH FIREPROOFING TYPICAL ROOF /CEILING CONSTRUCTIO 2 1(2' MIN TOPPING SLAB V 814011iMELT ON I '101. SOUND MAT ON PROTECTION / KINETICS MODEL RIM SYSTEM CONSISTS OF DRAINAGE BD ON WATERPROOFING ON 2' THICK TYPE 'I' FIBERGI-ASS PUCKS STEEL DECKING STRUCTURAL CONCRETE SPACED 16' 04, UT14 FIBERGLASS BATT INSULATION BETWEEN 2 P THIdC - CoNCRETE UNIT SLOPE TO DRAIN STEEL DECKING SLAB STEEL DECKING LNI : :� WITH 2 k THICK 0 0 4 0 a 0 t. E CONCRETE SLAB. a SLAB. d a v d 4 d a a d 0 a G C O _ Q a _ d SPR a �. d 1- d d C A [j d .. \\ ° a d d FIREPROOFIINCs °„ �! V \1 ° °d 4 1 1 GARAGE / MECHANICAL ROOM CEILING Scale: i I/? =1W F U1. L15T r 01M - M R -30 BATT INSULATION STICK- PRNED TO DECK BELOW FIREPROOFING L �1�� A l 1 LAYE . F 50GY`PSM BOARD ON -• i BAS O N SUS FENDE D METAL F RAMWI W DERI . AYMENT NOULATIO DECK ABOVE EXTER FL OOR :2b SPACE DECK CONSTRUCTIO sd�l t 1/1 ° -1'a it ?M 2 LAYERS OF STAGGERED 5/8' GYF'81M BOARD. FOR %"', USE MIN 25 MSG GALVANIZED STEEL RESILIENT C 6* EL8 WITH ASSURANCE CLIPS BETWEEN FRAMING AND DBL LAYER OF GYP W. . wl 1~ LONG I a MILER WAL 011 THEP STEEL FLOOR FANNERS TO BE ON 1' WALLBOARD SIDE OF WAIL. W u u 4 d a d DECK) -STEEL JOI JOISTS 3 k THICK WITH FIREPROOF /' IL ILA. 1, .,.l- 3/4' T/G PLYWOOD, REQUIRED WITH THE SYSTEM. 2' THICK GYPCFR!ETE TOPPING SLAB WITH RADIANT HEATING 1� 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com U) W U Z W W � Q � 0 _ 0 p � QO 20 Wyk pwJ Q o> U� rn M v/ ro Q U C. aw l .. numbe 1 • / 1 issue da te Permit set 01 • / / / Revised Permit 12.14.07A9 1 LAYER OF 5/8' GYP" BOARD ON Al LNIT SUSPENDED METAL FRAMING, RE:ARCN TYPIL"AI NFW FI ono L KIRTRI Ir.TInN '9fz,g t in - 1A MR UL 1, 15TWi l"1 - 2+R sheet title FIRE ASSEMBLIES CODE AM� SIS se number CD CN 0 0 A O 0 z UJ w 0 co 0 GENERAL NOTES 1. GENERAL STRENGTH PSI 6. SPECIAL INSPECTIONS 10. STRUCTURAL STEEL A. THESE NOTES SUPPLEMENT THE SPECIFICATIONS, WHICH SHALL BE 3000 A. SPECIAL INSPECTORS SHALL BE EMPLOYED BY THE OWNER TO INSPECT THE A. STRUCTURAL STEEL: MINIMUM YIELD STRENGTH 50 KSI FOR WIDE 0 -2 REFERRED TO FOR ADDITIONAL REQUIREMENTS. 4000 6 0.48 WORK DURING CONSTRUCTION AS DEFINED AND REQUIRED BY IBC CHAPTER 17. 0.75 FLANGES; 35 KSI (ASTM A53) FOR PIPES; 46 KSI FOR TUBES; 36 KSI ELEVATED SLABS ON METAL DECK 3000 5.5 0.58 2 -4 SPECIAL INSPECTIONS SHALL BE MADE OF THE FOLLOWING STRUCTURAL WORK: 0 -2 ALL ELSE, UNLESS NOTED OTHERWISE. B. ARCHITECT'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. 0.58 2 -4 035 1.) 1704.3 STEEL CONSTRUCTION PRIME PAINTED, PER MANUFACTURER'S RECOMMENDATION AND SHORING AND BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO B. ALL CONCRETE IN CONTACT WITH SOILS SHALL USE TYPE I CEMENT. SPECIFICATIONS. 2.) 1704.4 CONCRETE CONSTRUCTION B. CONNECTIONS NOT SPECIFICALLY DETAILED SHALL BE MADE WITH THE TYPICAL C. CHECK ALL DIMENSIONS ON STRUCTURAL DRAWINGS AGAINST ARCHITECTURAL ON THE S2.XXd SERIES CAN BE COMPLETED WITHOUT SPECIAL SHORING OR 3.) 1704.7 SOIL CONDITIONS SEE SPECIFICATIONS FOR ADDITIONAL DURABILITY REQUIREMENTS. STEEL CONNECTIONS SHOWN ON S0. 04, MATCHING THE CONNECTION CAPACITY SUPPORTS WHEREVER POSSIBLE. DRAWINGS. SEQUENCING UNLESS NOTED ON PLANS. WITH THE REACTIONS SHOWN ON THE PLANS. BEAMS WITH NO SPECIAL DETAIL D. REINFORCING: MILD STEEL REINFORCING SHALL BE ASTM A615 WITH A B. B. SPECIAL INSPECTIONS OF THE SEISMIC FORCE RESISTING SYSTEM AS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES AS AND NO REACTIONS ON PLAN SHALL HAVE A CAPACITY OF 10 KIPS, USING A D. VERIFY OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH 1.) NO PERMANENT SUSPENDED LOADS, OTHER THAN LAY -IN ACOUSTICAL MANDATED BY FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. THE SPECIFIED IN IBC SECTION 1707 IS NOT REQUIRED. REINFORCING REQUIRING WELDING SHALL CONFORM TO ASTM A706. WELDED 2 -BOLT CONNECTION MINIMUM. TILE CEILING SYSTEMS, ARE TO BE SUPPORTED BY THE STEEL DECK. ARCHITECTURAL, MECHANICAL, CIVIL AND ELECTRICAL REQUIREMENTS. CONTRACTOR SHALL EMPLOY A "COMPETENT PERSON" AS DEFINED IN OSHA WIRE FABRIC SHALL CONFORM TO ASTM A185. 2.) ATTACH DECK TO STRUCTURE AND ADJACENT DECK PANELS PER REGULATIONS TO IDENTIFY SAFETY ISSUES. THE CONTRACTOR SHALL 7. FOUNDATIONS - FOOTINGS C. ALL BOLTS MAY BE INSTALLED SNUG TIGHT AS DEFINED BY RISC. 2. GOVERNING BUILDING CODE: IBC 2003 3.) ENDLAPS SHALL BE A MINIMUM OF 2 INCHES. SPECIFY THE RESOLUTION OF SAFETY ISSUES. 1.) CONCRETE PLACED AGAINST EARTH ....................... 3" 4.) DECK SUPPLIER SHALL PROVIDE ALL ADDITIONAL_ FRAMING REQUIRED A. REFERENCE PROJECT SOILS REPORT PREPARED BY HP Geotech, NUMBER 106 D. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16" FILLET, 3. LIVE LOADS USED IN DESIGN THE STRUCTURAL STEEL FRAME IS "NON- SELF - SUPPORTING" PER AISC CODE o. BARS #5 AND SMALLER ........................ 1 -112" 0768, DATED NOVEMBER 24. 2006 FOR ADDITIONAL INFORMATION AND DRAWINGS. CONTINUOUS UNLESS OTHERWISE NOTED. OF STANDARD PRACTICE, 1986, TEMPORARY BRACING SHALL REMAIN IN b. BARS #6 AND LARGER ............................. 2" REQUIREMENTS. PLACE UNTIL ALL FLOORS, WALLS, ROOF AND ANY OTHER SUPPORTING A. SEISMIC LOADS PER IBC 2003 FLOOR DECK: ELEMENTS ARE IN PLACE. THE STRUCTURAL DRAWINGS ILLUSTRATE THE E. ALL GROOVE WELDS TO BE FULL PENETRATION UNLESS NOTED. 1.) ATTACH FLOOR DECK TO STRUCTURE AND ADJACENT DECK PANELS PER 1.) SEISMIC USE GROUP .... ............................... I1 B. BOTTOM OF FOUNDATION OR GRADE BEAM SHALL EXTEND A MINIMUM OF 42 DETAILS SHOWN ELSEWHERE IN THE CONSTRUCTION DOCUMENTS, PROPERLY SUPPORTED AND BRACED. 2.) MAPPED SPECTRAL RESPONSE ACCELERATIONS: NO SPLICES OF REINFORCEMENT PERMITTED EXCEPT AS DETAILED OR 2.) END OF DECK UNITS SHALL BE BUTTED; DO NOT STAGGER ENDS OF INCHES BELOW ADJACENT FINAL GRADE. F. WELDERS: HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE A.W.S. AUTHORIZED BY STRUCTURAL ENGINEER. MAKE BARS CONTINUOUS AROUND o. SHORT PERIOD, Ss ........................... 0.339 F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND CORNERS. WHERE PERMITTED, SPLICES MADE BY CONTACT LAPS, SHALL BE QUALIFICATION TESTS. 3.) NON - COMPOSITE DECK BY OTHER MANUFACTURERS MAY BE SUPPLIED IN b. ONE SECOND PERIOD, S1 ...................... 0.079 C. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS OR GRADE BEAMS LIEU OF THAT SHOWN PROVIDED SECTION PROPERTIES, YIELD STRESS COMPLIANCE WITH OSHA REGULATIONS AND GENERALLY ACCEPTED 3.) DESIGN SPECTRAL RESP N ACCELERATIONS: AND LOAD CARRYING CAPACITIES EQUAL OR EXCEED THOSE SPECIFIED UNTIL BRACING FLOORS ARE IN PLACE, OR OTHER ADEQUATE BRACING IS G. HEADED STUD CONNECTORS: CONFORM TO A.W.S. D1. 1, STRUCTURAL DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL ", a. SHORT PERIOD, Sds .... 0.271 SUCH MODIFICATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR INSTALLED. PUBLICATION SP -66, AND "BUILDING CODE REQUIREMENTS FOR REINFORCED WELDING CODE. USE 3/4" MINIMUM DIAMETER STUDS UNLESS OTHERWISE 4.) COMPOSITE DECK SHALL PROVIDE MINIMUM SECTION PROPERTIES b. ONE SECOND PER Sd 1 ... 0. 090 CONCRETE," ACI 318, LATEST EDITIONS. PROVIDE DETAILS INDICATING SHOWN ON DRAWINGS. THE SPAN LENGTH SHALL BE DEFINED AS THE NOTED. 4.) SEISMIC SITE CLASS.... .......... .................. . C D. ACTIVE LATERAL EARTH PRESSURE USED IN DESIGN:........ 40 PCF 5.} SEISMIC DESIGN CATEGORY . ..............................B H. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT H. HEADED STUD CONNECTORS SHALL BE AUTOMATICALLY END WELDED IN A. 6.) SEISMIC IMPORTANCE FACTOR, le. .................... 1.0 POSITIONS SHOWN ON PLANS AND DETAILS. E. AT -REST LATERAL EARTH PRESSURE USED IN DESIGN:....... 45 PCF ACCORDANCE WITH A.W.S. 01.1 STRUCTURAL WELDING CODE. 7.) SEISMIC SYSTEMS: OF HEADED ANCHOR (SHEAR) STUD PLACEMENT DRAWINGS. NUMBER OF TIMELY MANNER TO PERMIT 10 WORKING DAYS FOR REVIEW BY STRUCTURAL I. PLACE 2 - #5 (1 EACH FACE) WITH 2' -0" PROJECTION AROUND OPENINGS IN STEEL BRACED FRAME (NOT DETAILED FOR SEISMIC) ENGINEER. F. PASSIVE LATERAL EARTH PRESSURE USED IN DESIGN:...... 425 PCF I. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE ORDINARY REINFORCED MASONRY SHEAR WALLS OPENINGS THROUGH FLOOR TOPPING SLABS, UNLESS NOTED, SPECIFIED AND SHALL BE THE MINIMUM PROVIDED. INCREASE B. WITH THE RISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE AND 8.} SEISMIC RESPONSE MODIFICATION COEFFICIENT, R .......3.0 NUMBER OF STUDS AS REQUIRED BASED ON STUD PLACEMENT AND G. COEFFICIENT OF SLIDING FRICTION: ................ ...... . 0.5 J. WITH OSHA REGULATIONS, LATEST EDITIONS. 9.) DESIGN BASE SHEAR... ..................... 0.09 x W ADMIXTURES FOR REVIEW BY STRUCTURAL ENGINEER NO LATER THAN 2 WEEKS PRIOR TO ON -SITE USE OF THESE MATERIALS. K. NO OPENINGS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS H. FOOTINGS SHALL BE PLACED ON UNDISTURBED NATURAL MATERIALS. THE J. STEEL MEMBERS EXPOSED TO VIEW SHALL BE CLASSIFIED AS B. WIND PRESSURE PER IBC 2003 C. CONTRACTOR SHALL REMOVE ANY LOOSE OR DISTURBED SOIL AND REPLACE ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (HESS). AESS MEMBERS A. 1.) BASIC WIND SPEED (3 SEC GUST) ................... 90 MPH 1.) THE GENERAL CONTRACTOR SHALL REVIEW ALL SUBMITTALS PRIOR TO WITH NON- EXPANSIVE STRUCTURAL FILL COMPACTED TO 95% STANDARD SHALL MEET SPECIFICATION REQUIREMENTS PER AISC CODE OF STANDARD 2.) WIND EXPOSURE CATEGORY ............................... B PROCTOR (ASTM D698) AS APPROVED BY THE SOILS ENGINEER. PRACTICE, CHAPTER 10. ALL WELDS SHALL BE SMOOTH AND CONTINUOUS L. 3.) WIND DIRECTIONALITY FACTOR, Kd .....................0.85 2.) THE STRUCTURAL DRAWINGS SHALL NOT BE USED AS BACKGROUNDS FOR IN APPEARANCE. WHERE INTERMITTENT WELDS ARE SPECIFIED, PROVIDE B. 4.) WIND TOPOGRAPHIC FACTOR, Kzt ........................1.0 SHOP OR ERECTION DRAWINGS. DRAWINGS PREPARED IN THIS MANNER I. TOTAL LOAD SOIL BEARING PRESSURE NEW FOOTINGS: ........ 4,000 PSF AUTO BODY PUTTY FILLER ALONG JOINTS IN BETWEEN WELDS. ALL PLATES 5.} WIND IMPORTANCE FACTOR, [w ......................... 1.0 PARTICLES, OR DAMAGED CONCRETE. AS AN ALTERNATE, 2 X 4 C. PROVIDE DOUBLE STUDS FOR FULL HEIGHT OF WALL EACH SIDE OF ALL SHALL BE HIGH DEFINITION GAS CUT. GRIND ALL EXPOSED EDGES 6.) INTERNAL PRESSURE COEFFICIENT, GCp1 ..... ....... +/- 0.18 OPENINGS. WELD STUDS TO EACH OTHER WITH 1 -1/2" LONG 1/8" FILLET J. TOTAL LOAD SOIL BEARING PRESSURE EXISTING FOOTINGS:... 6,000 PSF SMOOTH. C. ROOF 8. SLAB -ON -GRADE K. ALL RIGGING FOR SAFETY CABLES, LIFTING DEVICES AND TEMPORARY D. 1.) GROUND SNOW LOAD, Pg ........................... 100 PSF CORNER BARS AT WALL CORNERS AND INTERSECTIONS. UNLESS DETAILED BRACING SHALL BE CONNECTED TO ANGLES, PLATES OR OTHER MEMBERS 2.) SNOW EXPOSURE FACTOR, Ce ........................... 1.0 REFER TO PLANS AND DETAILS FOR CONNECTION OF STUD WALLS TO A. THE PREPARATION OF THE SUBGRADE FOR THE SLAB -ON -GRADE SHALL BE IN DESIGNED AND DETAILED BY THE STRUCTURAL STEEL SUPPLIER AND SHALL 3.) SNOW THERMAL FACTOR, Ct . ............................1.0 REVIEW, THESE DEFERRED SUBMITTAL ITEMS WILL BE SUBMITTED TO THE STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE; BE SHOP WELDED TO STRUCTURAL MEMBERS. DO NOT PROVIDE HOLES IN 4.} SNOW IMPORTANCE FACTOR, Is ......................... 1.0 THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE STRUCTURAL MEMBERS FOR THE CONNECTION OF RIGGING CABLES, LIFTING N. 5.} MINIMUM FLAT ROOF SNOW LOAD, Pf.. 100 PSF (NOT REDUCED) PREPARATION REQUIREMENTS TO THE GEOTECHNICAL ENGINEER. DEVICES AND TEMPORARY BRACING UNLESS SPECIFICALLY DETAILED ON THE 6.) ROOF LIVE LOAD ( NON - SNOW) ....................... 20 PSF 3.) SKYLIGHTS STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE 7.) ROOF TOP OR SUSPENDED EQUIPMENT ............... AS NOTED REMOVAL OF ALL ADDED MEMBERS WHERE THEY INTERFERE WITH OTHER WORK 9. CONCRETE OR ARE EXPOSED TO VIEW. D. LOBBIES & STAIRS ...................... 100 PSF (NOT REDUCED) A. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED. L. THE CONTRACTOR AND STRUCTURAL STEEL SUPPLIER SHALL ADD ALL E. CORRIDORS: CLEARLY IDENTIFY INTENDED USE FOR EACH MIX DESIGN SUBMITTED FOR NECESSARY BOLTS, ANCHOR BOLTS, STIFFENER PLATES, STABILIZER 1.) ALL FLOORS & PEDESTRIAN BRIDGES... 100 PSF (NOT REDUCED) . : APPROVAL CONCRETE SHALL CONFORM TO THE FOLLOWING TABLE PLATES, BRIDGING, BRACING, BEARING SEATS, COLUMN SPLICES, F . GARAGE ................ ............................... 50 PSF G. RESIDENTIAL .............................40 PSF NOT REDUCED Q H. EXTERIOR DECKS ........... ............................100 PSF 4. S U R ABILITY DURING CONSTRUCTION A. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND USE STRENGTH PSI MINIMUM CEMENT CONTENT SACKS /C.Y. WATER/ CEMENT RATIO SLUMP IN MAX AGGR SIZE IN AIR (1) FOOTINGS 3000 5.5 0.58 3 -4 1 0 -2 WALLS 4000 6 0.48 2 - 4 0.75 5 -7 ELEVATED SLABS ON METAL DECK 3000 5.5 0.58 2 -4 0.75 0 -2 ALL OTHERS NOT NOTED 3000 5.5 0.58 2 -4 035 4 -6 PRIME PAINTED, PER MANUFACTURER'S RECOMMENDATION AND SHORING AND BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO B. ALL CONCRETE IN CONTACT WITH SOILS SHALL USE TYPE I CEMENT. SPECIFICATIONS. CLOSURES FOR OPENINGS, ETC. AS REQUIRED FOR COMPLIANCE WITH OSHA REGULATIONS. M. FIELD WELD ANY ELEMENT THAT CAN BE CONSIDERED A TRIP HAZARD AS DEFINED BY OSHA. N. STRUCTURAL STEEL FABRICATOR /ERECTOR SHALL RECEIVE A COPY OF THE EXISTING BUILDING DRAWINGS FOR REFERENCE. 11. METAL DECK 0. WIRE FABRIC REINFORCEMENT: LAP ONE AND A HALF MESH WIDTHS AT SPLICES AND WIRE TOGETHER. P. NO WELDING OF REINFORCING SHALL BE PERMITTED UNLESS SPECIFICALLY CALLED FOR OR APPROVED BY THE STRUCTURAL ENGINEER. Q. DO NOT RE -BEND ANY BARS WITH A YIELD STRESS OF GREATER THAN 40 KSI. U W ^ W U L wa 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com 1 n 1 � i • 0 �� • � v.® 73573: o q2: job number 04070 issue BRACED. DRB sub 03.27.06 A. GENERAL interim 05.09.06 NOTES: 05.15.06 DD Set 1.) DECK SHALL BE MANUFACTURED STEEL WITH A MINIMUM YIELD B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS 1. TOTAL AIR CONTENT PERCENTAGE RANGE. CHANGE TO 5 -7 IF EXPOSED TO FREEZING TEMPERATURES. Stl Mill Order 3 STRENGTH OF 33 KSI. Stl Mill Order 4 AND METHODS. Permit Set 01.29.07 Stl Detailing 2.) DECK SHALL BEAR A MINIMUM OF 1 -112 INCHES AT SUPPORTS. Construction Set 04.02.07 Slope Roof 04.23.07 Clarification 3.) ALL DECK SHALL BE GALVANIZED, PHOSPHATIZED, ALUMINIZED OR C. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE PROPER 0 Permit PRIME PAINTED, PER MANUFACTURER'S RECOMMENDATION AND SHORING AND BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO B. ALL CONCRETE IN CONTACT WITH SOILS SHALL USE TYPE I CEMENT. SPECIFICATIONS. ACHIEVE THE FINAL COMPLETED STRUCTURE. ALL DEMOLITION WORK SHOWN 4.} DECK UNITS SHALL BE INSTALLED 3 SPAN MINIMUM CONTINUOUS OVER ON THE S2.XXd SERIES CAN BE COMPLETED WITHOUT SPECIAL SHORING OR C. SEE SPECIFICATIONS FOR ADDITIONAL DURABILITY REQUIREMENTS. SUPPORTS WHEREVER POSSIBLE. SEQUENCING UNLESS NOTED ON PLANS. D. REINFORCING: MILD STEEL REINFORCING SHALL BE ASTM A615 WITH A B. ROOF DECK: D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES AS MINIMUM YIELD STRENGTH 60 KSI, EXCEPT WHERE NOTED AS 40 KSI. ALL 1.) NO PERMANENT SUSPENDED LOADS, OTHER THAN LAY -IN ACOUSTICAL MANDATED BY FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. THE REINFORCING REQUIRING WELDING SHALL CONFORM TO ASTM A706. WELDED TILE CEILING SYSTEMS, ARE TO BE SUPPORTED BY THE STEEL DECK. CONTRACTOR SHALL EMPLOY A "COMPETENT PERSON" AS DEFINED IN OSHA WIRE FABRIC SHALL CONFORM TO ASTM A185. 2.) ATTACH DECK TO STRUCTURE AND ADJACENT DECK PANELS PER REGULATIONS TO IDENTIFY SAFETY ISSUES. THE CONTRACTOR SHALL DETAILS SHOWN ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. EMPLOY A "QUALIFIED PERSON" AS DEFINED IN OSHA REGULATIONS TO E. REINFORCEMENT PROTECTION 3.) ENDLAPS SHALL BE A MINIMUM OF 2 INCHES. SPECIFY THE RESOLUTION OF SAFETY ISSUES. 1.) CONCRETE PLACED AGAINST EARTH ....................... 3" 4.) DECK SUPPLIER SHALL PROVIDE ALL ADDITIONAL_ FRAMING REQUIRED 2.) CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH: TO SUPPORT DECK Af OPENINGS THROUGH DECK NOT SHOWN ON THE E. THE STRUCTURAL STEEL FRAME IS "NON- SELF - SUPPORTING" PER AISC CODE o. BARS #5 AND SMALLER ........................ 1 -112" DRAWINGS. OF STANDARD PRACTICE, 1986, TEMPORARY BRACING SHALL REMAIN IN b. BARS #6 AND LARGER ............................. 2" PLACE UNTIL ALL FLOORS, WALLS, ROOF AND ANY OTHER SUPPORTING 3.) SLABS OR WALLS NOT EXPOSED TO WEATHER OR EARTH.... 3/4" C. FLOOR DECK: ELEMENTS ARE IN PLACE. THE STRUCTURAL DRAWINGS ILLUSTRATE THE 4.) CORE WALLS ........... ............................... 1" 1.) ATTACH FLOOR DECK TO STRUCTURE AND ADJACENT DECK PANELS PER COMPLETED STRUCTURE WITH ALL ELEMENTS IN THEIR FINAL POSITIONS, DETAILS SHOWN ELSEWHERE IN THE CONSTRUCTION DOCUMENTS, PROPERLY SUPPORTED AND BRACED. F. NO SPLICES OF REINFORCEMENT PERMITTED EXCEPT AS DETAILED OR 2.) END OF DECK UNITS SHALL BE BUTTED; DO NOT STAGGER ENDS OF AUTHORIZED BY STRUCTURAL ENGINEER. MAKE BARS CONTINUOUS AROUND DECK UNITS. F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND CORNERS. WHERE PERMITTED, SPLICES MADE BY CONTACT LAPS, SHALL BE 3.) NON - COMPOSITE DECK BY OTHER MANUFACTURERS MAY BE SUPPLIED IN SPECIFYING ANY MODIFICATIONS TO THE STRUCTURE REQUIRED FOR 36 BAR DIAMETERS MINIMUM. LIEU OF THAT SHOWN PROVIDED SECTION PROPERTIES, YIELD STRESS COMPLIANCE WITH OSHA REGULATIONS AND GENERALLY ACCEPTED AND LOAD CARRYING CAPACITIES EQUAL OR EXCEED THOSE SPECIFIED PRINCIPLES OF CONSTRUCTION. THE CONTRACTOR SHALL PROPOSE ALL G. DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL ", AND IF APPROVED BY THE STRUCTURAL ENGINEER. SUCH MODIFICATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR PUBLICATION SP -66, AND "BUILDING CODE REQUIREMENTS FOR REINFORCED 4.) COMPOSITE DECK SHALL PROVIDE MINIMUM SECTION PROPERTIES REVIEW PRIOR TO CONSTRUCTION. CONCRETE," ACI 318, LATEST EDITIONS. PROVIDE DETAILS INDICATING SHOWN ON DRAWINGS. THE SPAN LENGTH SHALL BE DEFINED AS THE REINFORCING CONTINUITY AT CONSTRUCTION JOINTS. CLEAR SPAN BETWEEN SUPPORTS. 5. SUBMITTALS 5.) TEMPORARY SHORING SHALL NOT BE USED ON NON - COMPOSITE FORM H. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT DECK WITHOUT PRIOR ACCEPTANCE OF THE STRUCTURAL ENGINEER. A. FURNISH ONE SEPIA AND ONE PRINT OF SHOP AND ERECTION DRAWINGS TO POSITIONS SHOWN ON PLANS AND DETAILS. 6.) FLOOR DECK SUPPLIER SHALL BE RESPONSIBLE FOR THE PREPARATION STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMIT IN A OF HEADED ANCHOR (SHEAR) STUD PLACEMENT DRAWINGS. NUMBER OF TIMELY MANNER TO PERMIT 10 WORKING DAYS FOR REVIEW BY STRUCTURAL I. PLACE 2 - #5 (1 EACH FACE) WITH 2' -0" PROJECTION AROUND OPENINGS IN SHEAR STUDS SPECIFIED PER BEAM ON DRAWINGS IS BASED ON 100% ENGINEER. CONCRETE; PLACE 1 - #4 (IN TOPPING) WITH 2' -0" PROJECTION AROUND OF THE AISC VALUE FOR THE CONCRETE TYPE AND 28 -DAY STRENGTH OPENINGS THROUGH FLOOR TOPPING SLABS, UNLESS NOTED, SPECIFIED AND SHALL BE THE MINIMUM PROVIDED. INCREASE B. FURNISH TWO SETS OF CONCRETE, GROUT AND MORTAR MIX DESIGNS NUMBER OF STUDS AS REQUIRED BASED ON STUD PLACEMENT AND INCLUDING STRENGTH TEST DATA AND MANUFACTURER'S LITERATURE ON J. PROVIDE SLEEVES FOR ALL PIPES PLACED THROUGH CONCRETE. SHEAR STUD CAPACITY FOR METAL DECK CONFIGURATION REQUIRED. ADMIXTURES FOR REVIEW BY STRUCTURAL ENGINEER NO LATER THAN 2 WEEKS PRIOR TO ON -SITE USE OF THESE MATERIALS. K. NO OPENINGS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS 12. LIGHT GAGE METAL FRAMING SHALL BE PERMITTED UNLESS THE ARCHITECT'S AND STRUCTURAL C. GENERAL AND SUB - CONTRACTOR NOTES: ENGINEER'S APPROVAL IS SECURED PRIOR TO THE PLACEMENT OF A. 16 GA. AND HEAVIER STUDS SHALL HAVE A MINIMUM YIELD STRESS OF 1.) THE GENERAL CONTRACTOR SHALL REVIEW ALL SUBMITTALS PRIOR TO REINFORCING STEEL. 50,000 PSI. 18 GA. AND LIGHTER STUDS AND TRACKS SHALL HAVE A SUBMITTAL FOR REVIEW BY THE STRUCTURAL ENGINEER IN MINIMUM YIELD STRESS OF 33,000 PSI. ACCORDANCE WITH THE PROJECT SPECIFICATIONS. L. ALL CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS SHALL BE PREPARED 2.) THE STRUCTURAL DRAWINGS SHALL NOT BE USED AS BACKGROUNDS FOR BY ROUGHENING THE SURFACE OF THE CONCRETE SO THAT THE AGGREGATE B. STUDS AND TRACKS SHALL BE 20 GAGE MINIMUM. SHOP OR ERECTION DRAWINGS. DRAWINGS PREPARED IN THIS MANNER SHALL BE EXPOSED UNIFORMLY, LEAVING NO LAITANCE, LOOSENED AND SUBMITTED FOR REVIEW TO THE STRUCTURAL ENGINEER WILL BE PARTICLES, OR DAMAGED CONCRETE. AS AN ALTERNATE, 2 X 4 C. PROVIDE DOUBLE STUDS FOR FULL HEIGHT OF WALL EACH SIDE OF ALL RETURNED REJECTED AND CONSIDERED AS NOT BEING IN CONFORMANCE CONTINUOUS KEYWAYS MAY BE USED FOR CONSTRUCTION JOINTS. OPENINGS. WELD STUDS TO EACH OTHER WITH 1 -1/2" LONG 1/8" FILLET WITH THE PROJECT SPECIFICATIONS. WELDS AT 12" 0. C. EACH SIDE. PROVIDE STUD TRACK AT EACH HEAD AND M. ENSURE HORIZONTAL CONTINUITY IN WALLS AND FOOTINGS BY PROVIDING SILL. D. DEFERRED SUBMITTALS: THE FOLLOWING ITEM ARE ENGINEERED BY CORNER BARS AT WALL CORNERS AND INTERSECTIONS. UNLESS DETAILED OTHERS, ENGINEERING AND DOCUMENTAION OF THESE ITEMS ARE TO BE OTHERWISE, CORNER BARS SHALL MATCH SIZE AND SPACING OF HORIZONTAL D. REFER TO PLANS AND DETAILS FOR CONNECTION OF STUD WALLS TO PROVIDED BY OTHERS FOR REVIEW BY THE STRUCTURAL ENGINEER. AFTER REINFORCING AND EXTEND A MINIMUM OF 36 BAR DIAMETERS BEYOND THE FOUNDATION, FLOOR OR ROOF. REVIEW, THESE DEFERRED SUBMITTAL ITEMS WILL BE SUBMITTED TO THE CORNER. BUILDING OFFICIAL. 1.) METAL STAIRS N. PROVIDE STIRRUPS WITH 2 - #4 TOP SUPPORT BARS FOR LENGTH OF STIRRUP 2.) MICROPILES AND SHORING SPACING WHERE TOP BARS NOT OTHERWISE PROVIDED. 3.) SKYLIGHTS 0. WIRE FABRIC REINFORCEMENT: LAP ONE AND A HALF MESH WIDTHS AT SPLICES AND WIRE TOGETHER. P. NO WELDING OF REINFORCING SHALL BE PERMITTED UNLESS SPECIFICALLY CALLED FOR OR APPROVED BY THE STRUCTURAL ENGINEER. Q. DO NOT RE -BEND ANY BARS WITH A YIELD STRESS OF GREATER THAN 40 KSI. U W ^ W U L wa 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com 1 n 1 � i • 0 �� • � v.® 73573: o q2: job number 04070 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Slope Roof 04.23.07 Clarification U9 Revised 12.14.07 Permit sheet number GENERALNOTES S0.0-1 O O f �I HEAVY HEX NUT STANDARD WASHER T.O CONC MINIMUM EMBEDMENT 16 dia HOOK LENGTH z z 501 uJ 3 „ Q m `r R WASHER - 2 LU _ RE:SCHED 5 " o 112" 3 SIDES 14 012 3/16 2" HEAVY HEX NUT OR TYPE STANDARD BOLT HEAD o � BOLT DIAMETER MINIMUM EMBEDMENT 16 dia HOOK LENGTH n WAU M R SS 501 t0 „ 3 „ 2„ 112„ 3/4" 12" 5 " o 112" w m 14 M �s 2" :E v e V w 7° 2112" 112" HOOK 20 TYPE 11 LENGTH 2112" RE:SCHED 33 ANCHOR BOLT SCHEDULE BOLT DIAMETER MINIMUM EMBEDMENT 16 dia HOOK LENGTH n WAU M R SS 501 t0 „ 3 „ 2„ 112„ 3/4" 12" 5 " 2,. 112" 7123" 14 6 2" 112" V 16" 7° 2112" 112" 1114" 20 8° 2112" 112" NOTES 1. ANCHOR BOLT STEEL GRADE SHALL BE AS TM A307 UNLESS NOTED OTHERWISE IN COLUMN BASE PLATE SCHEDULE. 2. REDUCE ANCHOR BOLT EMBEDMENT AS REQUIRED TO SATISFY MINIMUM CONCRETE COVER AT BOTTOM OF FOOTINGS, ETC. - REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION. 3 THIS TABLE APPLIES ONLY TO ANCHOR BOLTS EMBEDDED IN STRUCTURAL CONCRETE, 4, ALL ANCHOR BOLTS WITH EXTERIOR OR BELOW GRADE EXPOSURE SHALL BE HOT -DIP GALVANIZED. A ANCHOR BOLT SCHEDULE S0.02 314" = V -0" CONSTRUCTION I OR CONTROL JOINT `I STEEL (OR CONC) COLUMN O 0 0 rn Off` PILAS TER i 0 C: PILASTER 0 0) CONSTRUCTION — OR CONTROL JOINT �- WALL ISOLATION JOINT - TYP i SLAB -ON -GRADE ISOLATION JOINTS 314" = V -0" NOTE: LOCATE COLUMN & BASE R SUCH THAT BASE R IS CONCEALED BY ARCHITECTURAL FINISHES - TYP 3/4" NON- SHRINK GROUT LANDING COLUMN - TYP MIN SIZE = HSS3x3x3 /16 BASE R1 /2" Wl (4) 314 "o HILTI KWIK BOLT II (EMBED = 4 314 ") x x x- �x x x (3) #5x2' -6" EA WAY Q MID DEPTH OF THK SLAB THUS EA WAY go THICKENED SLAB CENTER ON STAIR 10" 1' - 0" 1' - 0" 10" LANDING COLUMN THK SLAB B STAIR LANDING COLUMN 314" = V -0" IM 36 BAR o LAP STD Qi BAR SIZE f'c = 3000 PSI '-- 36 BAR 0 LAP f'c = 5000 PSI STD HOOK OP BAR THEIR BARS M TOP BAR THER BARS m v�M111��1� NOTE 1, CORNER BAR SIZE TO MATCH PRIMARY HORIZ REINFORCING #4x ; Qa 12" O.C. ZD u- 4 „ X d c M 0 " MIN #4 ®12 "0C. z n- ui NOTE: MAKE ALL LONGITUDINAL BARS CONTINUOUS AROUND CORNERS 2' -0" -PROVIDE #4x o TYPICAL CV CORNER BAR OR EXTEND BAR 2' -0" BEYOND CO W HE R E POSSIB 1 2 1 --- (2) #4 BOTTOM (1) #4 TOP &BOTTOM z d �1 2 MIN --- #4x /' -- Q 18" 0. C. 3/4" = V -0" 314" = V -0" 2' 0" TYP TO ,W -- R' E: PLAN & DETAILS -- t- �TOF RE: PLAN & DETAILS — 2' -0" -- (2) #5x RE. DETAILS FOR TOP & BOTTOM REINFORCING - TYP — T. O,I RE PLAN &DET T.O F. RE: PLAN & DETAILS 2' -0" #4x 2'-0" TO MATCH FOOTING V- 0" MIN LONG REINFORCING WHERE SPECIFIED c FDN WALL & FOOTING STEP S0.02 3/4" = 1' -0" v: z C V LL c a LL U C LL < LL sY G SLAB -ON -GRADE STAIR DETAILS S0.02 3/4" = V -0" 2x4x CONT KEY z 0 KEYED CONSTRUCTION JOINT 1 /2 "ox3' -0" SMOOTH DOWEL (1a 3' -0" 0 C COAT ONE END TO PREVENT BOND DISCONTINUE W.W F ® JOINT x x x x x x x x DOWELLED EXPANSION JOINT 114" v�- »–t x x x x x x x x SAWCUT OR PREFORMED CONTROL JOINT (SAW BETWEEN 4 TO 12 HOURS AFTER POUR) SLAB -ON -GRADE JOINT DETAILS 314" = V -0" C12x20.7 MIN STAIR -- STRINGER - TYP - RE: ARCH FOR LOCATION L3x3x1 /4x0' -7" W1 (2) — 314 "o HILTI KWIK BOLT II (EMBED = 4 314 ") (2) #4 ® MID -DEPTH PROJECT 2' -0" BEYOND STRINGER EA SIDE Q_ x w9 DISCONTINUE W F_ Q JOINT ' x x A A • 6" V- 4" 6" H THK SLAB a, STAIR STRINGER S0.02 314" = V -0" CONCRETE REINFORCING LAP SPLICE LENGTH CLASS B BAR SIZE f'c = 3000 PSI f'c = 4000 PSI f'c = 5000 PSI STD HOOK OP BAR THEIR BARS Ihh TOP BAR THER BARS Ihb TOP BAR THER BARS I #3 28 22 9 24 19 8 22 17 7 6 #4 37 29 11 33 25 10 29 23 9 8 #5 47 36 14 41 31 12 36 28 11 10 #6 56 43 17 49 37 15 43 34 13 12 #7 81 63 20 71 54 17 63 49 15 14 #8 93 72 22 81 62 19 72 56 17 16 #9 105 81 25 91 70 22 81 62 20 19 #10 118 91 28 102 79 25 92 70 22 22 #11 131 101 31 113 87 27 102 78 24 24 VALL- NOTES: OCATiON 1. DEVELOPMENT LENGTHS ARE BASED ON 1995 AC1318. 2. TABLE IS FOR NON -EPDXY COATED REBAR WITH Fy =60 ksi IN NORMAL WEIGHT CONCRETE ONLY. 3. VALUES SHOWN IN INCHES REQUIRE CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN db, 10d CLEAR COVER NOT LESS THAN db, AND STIRRUPS OR TIES THROUGHOUT THE SPLICE LENGTH NOT LESS THAN THE 05.15.06 CODE MINIMUM OR CLEAR SPACING OF BARS BEING DEVELOPED OR SLICED NOT LESS THAN 2db AND CLEAR COVER 10.23.06 NOT LESS THAN db. 4 DEVELOPMENT LENGTH (Id) = LAP SPLICE LENGTH DIVIDED BY 1.3, I 5. TOP BARS ARE HORIZONTAL REINFORCING SO PLACED THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE 01.10.07 MEMBER BELOW THE SPLICE. 6 I hb O WALL o w 02.23.07 f— J 04.02.07 CRITICAL 04.23.07 SECTION 7, WELDED OR MECHANICALLY CONNECTED SPLICES MAY BE USED AT CONTRACTORS OPTION. THESE CONNECTIONS SHALL 12.14.07 DEVELOP AT LEAST 125% OF SPECIFIED YIELD STRENGTH OF THE BAR. NOT MORE THAN ALTERNATE BARS IN EACH LAYER MAY BE SPLICED AT A SECTION & SPLICES SHALL BE STAGGERED AT LEAST 24" O.C. ALONG THE LENGTH OF THE BAR. L CONC LAP SPLICE SCHEDULE S0.02 314" = V -0" A N - o C ui 4db '/ w � 2 112 c' MIN PRIMARY REINFORCEMENT BAR C SIZE INIMUM FINISHE 3END DIAMETE #3 -#8 6d #9 - #11 8 d #14 &#18 10d STANDARD HOOK DETAILS S o2 4 � N BAR N INIMUM FINISHE SIZE 3END DIAMETE #3 -#5 4db #6 - #8 6 d b V C �V W 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com i 4 3' Q O 0 gy p• ; ,. 1 • '•. r r rrrrr • job number 04070 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Sloped Roof 04.23.07 Clarification Revised Q 12.14.07 Permit sheet number TYPICAL CONCRETE DETAILS 50.02 SLAB -ON -GRADE STEP DETAILS THK SLAB MASONRY PARTITION WALL Cl�IflsZ• I :i7ile�I.�7�iI�!►�il��[i7��1�fi _ • _ "o � K � STIRRUPS & TIES 50 EQ SPACED STUDS L G S0.03 S0.03 H (50J H v d a C3 D w S0.03 INDICATES NO. OF 314 "o HEADED ANCHOR STUDS PER BEAM w Q _ B NOTES: COMPOSITE METAL FLR D $0.03 uJ 1 SPACE STUDS ALONG BEAMS PROVIDING 112 TOTAL NUMBER OF STUDS EACH SIDE OF BEAM CENTERLINE. 2. WHERE MULTIPLE ROWS OF STUDS ARE REQUIRED a LAYOUT ADDITIONAL ROWS OF STUDS STARTING 314 "o HEADED ANCHOR Sl w v FROM EACH END OF BEAM Cl) o � C3 STEEL BEAM - RE: PLAN COMPOSITE STEEL FRAMING PLAN 314" = 1' -0" B TYP SHEAR STUD SPACING S0.03 314" = V-0" J FOR ADDITIONAL INFORMATION RE: E /SO 03 "E" (12" MAX) - RE PLAN HDAS WHERE OCCURS - RE: PLAN! c #4x CONT BENT E_1 14 "x x CONT c "E " -1/2" - ROLL TO REQUIRED RADIUS WHERE FLOOR EDGE IS CURVED E SLAB ED S0.03 3/4" = 1' -0" 3 -12 TYP U.N.O. 1!2 "ox1' -6" DAS ®2' -0" O.C. T. O. C, =� - x TRE: PLAN d \ tz `-- RE: PLAN FOR METAL DECK ORIENTATION #4x CONT BENT 11/4 "x + x CONT - 4" ROLL TO REQUIRED RADIUS WHERE FLOOR EDGE IS CURVED L5>6x1 /4 (LLV) - Q 5' -0" O C. MAX L2 1/2x2 112x3116 GUSSET 0 m MIN (12" to 30 ") TYP ® BRACE 314" = V -0" STEEL BEAM - RE: PLAN RE: ARCH RE: PLAN T O C —�- RE:PLAN T.O. C REPLAN L4x4x114 DECK SUPPORT RE: PLAN FOR BEAM SPACING NOTE: 1. PROVIDE METAL DECK SUPPORT FRAMES AT ALL PENERATIONS GREATER THAN 12" SQUARE. 2. FOR OPENING LESS THAN 12" SQUARE BLOCK OUT OPENING IN CONCRETE AND REINFORCE SLAB PER GENERAL NOTES ON S001. DO NOT CUT METAL DECK UNITS UNTIL CONCRETE HAS REACHED FULL STRENGTH. SLAB STEP DETAIL K FLOOR OPENING FRAMING S0.03 314" = 1' -0` S0.03 314" = V -0 " ANGLE TO 3116 3 BEAM FLANGE T.0.C. x x x RE: PLAN G.C. NOTE: COORDINATE SIZE AND LOCATION OF ALL STRUCTURAL STEEL FRAMES AROUND SLAB n0r&11h1ne WITU nne "HANICAL CONTRACTOR EEL SUPPLIER - TYP STEEL BEAM - RE: PLAN BEAR FLOOR DECK ON DECK SUPPORT ANGLE HEADER L6x3 1/2x5/16 (LLV) - COPE VERT LEG AS SHOWN ® EA END TO CLEAR BEAM FLANGE - INSTALL BELOW FLOOR DECK BOTTOM FLUTES STUDS TO EXTEND 2 112" ABOVE DECK date I 03.27.06 for contr x interim 05.09.06 Final DRB sub 05.15.06 "o m < k Stl Mill Order 2 TYP ® BRACE 314" = V -0" STEEL BEAM - RE: PLAN RE: ARCH RE: PLAN T O C —�- RE:PLAN T.O. C REPLAN L4x4x114 DECK SUPPORT RE: PLAN FOR BEAM SPACING NOTE: 1. PROVIDE METAL DECK SUPPORT FRAMES AT ALL PENERATIONS GREATER THAN 12" SQUARE. 2. FOR OPENING LESS THAN 12" SQUARE BLOCK OUT OPENING IN CONCRETE AND REINFORCE SLAB PER GENERAL NOTES ON S001. DO NOT CUT METAL DECK UNITS UNTIL CONCRETE HAS REACHED FULL STRENGTH. SLAB STEP DETAIL K FLOOR OPENING FRAMING S0.03 314" = 1' -0` S0.03 314" = V -0 " ANGLE TO 3116 3 BEAM FLANGE T.0.C. x x x RE: PLAN G.C. NOTE: COORDINATE SIZE AND LOCATION OF ALL STRUCTURAL STEEL FRAMES AROUND SLAB n0r&11h1ne WITU nne "HANICAL CONTRACTOR EEL SUPPLIER - TYP STEEL BEAM - RE: PLAN BEAR FLOOR DECK ON DECK SUPPORT ANGLE HEADER L6x3 1/2x5/16 (LLV) - COPE VERT LEG AS SHOWN ® EA END TO CLEAR BEAM FLANGE - INSTALL BELOW FLOOR DECK BOTTOM FLUTES STUDS TO EXTEND 2 112" ABOVE DECK NOTES: 1, REFER TO PLANS AND NOTES FOR SPAN, LOCATION, TYPE OF DECK, SIZE AND SPACING OF STUDS, TYPE & DEPTH OF SLAB & REINFORCING. 2. PROVIDE CELL CLOSURE STRIPS WHERE REQUIRED. 3 PROVIDE SUPPORT CHAIRS TO POSITION W.W.F. AS SHOWN. c COMPOSITE STEEL BEAM S0.03 3/4" = V -0" #4x W W STET NOTES: 1. ALTERNATE METHOD OF DECK SUPPORT MAY BE SUBMITTED BY CONTRACTOR FOR REVIEW. 3/4' = 1' -0 a cc T.O C. RE: PLAN 'ONT 3x3/16 PED =:PLAN TYP 2 SIDES uJ Of T.O.0 :tREPLAN 'ONT 314" = V -0" D COMPOSITE STEEL GIRDER S0.03 314" = 1' -0" z bi cC RE PLAN - Q16 "OC. T0C RE: PLAN a. U C h U) 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com w U Z UJ D 1 • r • r • � • �Yi ».�1'rAJ,�t� . sir r � � • S I p • job number 04070 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 "o m Stl Mill Order 1 12.07.06 Stl Mill Order 2 314 HEADED ANCHOR STUDS ca) z Stl Mill Order 4 01.15.07 WELDED TO BEAM 01.29.07 S CUT DECK AS REQUIRED ---. Construction Set 04.02.07 3� w FOR PLACEMENT OF STUDS A /� Revised T 3� 0� T 0 C ° PROVIDE 16GA CLOSURE z x x x x RE: STRIP AS REQUIRED 1" MIN U: PLAN a- U tii COMPOSITE METAL FLR DECK x x x x x x x x 314 "o HAS WELDED #4x5' -0" ® 18" O.0 TOP - TO GIRDER STAGGER ADJACENT BARS SPAN VARIES 1' -0" - CHAIR TO MAINTAIN le POSITION NOTES: 1, REFER TO PLANS AND NOTES FOR SPAN, LOCATION, TYPE OF DECK, SIZE AND SPACING OF STUDS, TYPE & DEPTH OF SLAB & REINFORCING. 2. PROVIDE CELL CLOSURE STRIPS WHERE REQUIRED. 3 PROVIDE SUPPORT CHAIRS TO POSITION W.W.F. AS SHOWN. c COMPOSITE STEEL BEAM S0.03 3/4" = V -0" #4x W W STET NOTES: 1. ALTERNATE METHOD OF DECK SUPPORT MAY BE SUBMITTED BY CONTRACTOR FOR REVIEW. 3/4' = 1' -0 a cc T.O C. RE: PLAN 'ONT 3x3/16 PED =:PLAN TYP 2 SIDES uJ Of T.O.0 :tREPLAN 'ONT 314" = V -0" D COMPOSITE STEEL GIRDER S0.03 314" = 1' -0" z bi cC RE PLAN - Q16 "OC. T0C RE: PLAN a. U C h U) 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com w U Z UJ D 1 • r • r • � • �Yi ».�1'rAJ,�t� . sir r � � • S I p • job number 04070 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Sloped Roof 04.23.07 Clarification A /� Revised 12.14.07 Permit sheet number TYPICAL COMPOSITE SLAB DETAILS ��RE: ARCH NOTE WHERE BEAMS ALIGN ON EA SIDE OF COLUMN OR GIRDER WEB OVER A COLUMN - PROVIDE ONE L LONGER THAN THE OTHER L ON EA BEAM & OFFSET THE LONG L ON EA SIDE TO ALLOW ERECTION OF EITHER BEAM FIRST OR PROVIDE ALT SHOP WELDED SEAT L FOR ERE ^T ' ^ "' ALT SEAT L & BOLTS FOR ERECTION Qa GIRDER TYP - (2) L4x3 1/2x "T "x "L" (A36) - ALT SEAT L & BOLTS FOR ERECTION ® COLUMNS "N" ROWS OF 314 "o A325N BOLTS BEAM SIZE ANGLE LENGTH "L ", IN ANGLE THICKNE „„ SIN WELD SIZE "W ", IN ALLOWABLE LOAD, KIPS FLANG A36 FLAN(IR GR 50 UNCOP FLG FLG UNCOP FLG FLG 2 W8 -W12 5112 1/4 3/16 3116 16 13 W16 -W24 22 18 3 W12 -W18 81)2 1/4 3116 29 29 24 39 39 34 4 W16 -W24 11112 114 3116 47 47 41 64 64 57 5 W18 -W30 14112 1/4 3116 70 70 62 88 88 87 6 W21 -W36 17112 114 3/16 95 95 88 104 104 104 7 W24 -W36 20112 V4 3116 119 119 117 119 119 119 8 W27 -W36 231/2 114 3116 133 133 133 133 133 133 NOTES: 1. HOLES SHALL BE HORIZONTAL SHORT SLOTS IN ANGLES AND STANDARD HOLES IN SUPPORTING MEMBER. 2. WELDING ELECTRODES ARE E70XX. 3, IF OFFSET LONGER L'S ARE USED FOR ERECTION AT COLUMNS USE THE ALLOWABLE LOADS FOR THE LESSER ROW OF BOLTS (N). 3/4" = 1' -0" n o f __ O o l amm z u- o{ t BEVEL END OF R TO FIT R "T "x5 "x "L "(A36) A I I AMIA OF A325N R01 T BEAM SIZE BOLT DIA (0) THIG�CNES S LENGTH „ „ 1 SIZE IN BLE LOAD 2 W8 -W12 314" 114 IN 6 3116 8 3 W12 -W18 3/4" 114 9 3116 16 4 W16 -W24 314" 5116 12 1/4 26 5 WIS -W30 3/4" 5116 15 1/4 36 6 W21 -W36 3/4" 3J8 18 5/16 46 7 W24 -W36 3/4" 318 21 5116 56 8 W27 -W36 1" 318 24 5/16 101 9 W30 -W36 V 7/16 27 318 133 NOTES: 1. HOLES SHALL BE HORIZONTAL SHORT SLOTTED HOLES IN PLATE, STANDARD HOLES IN BEAM. 2, WELDING ELECTRODES ARE E70XX. E SKEWED FRAMING CONKS S0.04 314" = V -0" 3/16 V X12 0 co (10 O 0 O (BEAM WEB TO 0 � OPPOSITE SIDE U_ WHEN ANGLE IS LESS THAN 45 ° ) BENT 318 "x7 114 "x "L" (A36) Al I AIAIA 314"o A325N ROLTS BEAM SIZE LENGTH Is BLE LOAD, 2 W8-W12 6 10 3 W12 -W18 9 19 4 W16 -W24 12 29 5 W18 -W30 15 39 6 W21 -W36 18 49 7 W24 -W36 21 59 NOTES: 1. HOLES TO BE SHORT SLOTTED HOLES IN PLATE, STANDARD HOLES IN BEAM. 2. WELDING ELECTRODES ARE E70XX. F SKEWED FRAMING CONKS SO.04 314" = V -0" Cc ra 23/4" 112" RETURN 314"o Al25N R01 TS BEAM SIZE LENGTH "L ", IN ALLOWABLE L QAQ IORS A36 50 2 W8 -W 12 51/2 14 15 3 W12 -W18 81/2 24 26 4 W16 -W24 11112 37 37 5 W18 -W30 14 1/2 46 46 6 W21-W36 17 112 55 55 7 W24 -W36 20112 65 65 8 W27 -W36 23112 74 74 9 W30 -W36 261/2 83 83 NOTES: 1. WELD CAPACITY IS BASED ON A 1/4" HALF -WEB FOR THE SUPPORTED BEAM, FOR HALF -WEBS OVER 1 /4" ,ALLOWABLE LOADS MUST BE REDUCED PROPORTIONALLY TO 8% FOR A 112" HALF -WEB. 2, WHEN ANGLE CONNECTIONS ARE BACK TO BACK AND THE WEB THICKNESS OF THE SUPPORTING BEAM IS LESS THAN 0.51" FOR A36 BEAMS OR .37" FOR A572, Gr 50 BEAMS, THE ANGLE MUST BE STAGGERED OR THE ALLOWABLE LOAD REDUCED BY THE RATIO OF THE ACTUAL WEB THICKNESS TO THE MINIMUM THICKNES. 3. HOLES SHALL BE HORIZONTAL SHORT SLOTS IN ANGLE AND STANDARD HOLES IN BEAM. 4. WELDING ELECTRODES ARE E10XX. SINGLE ANGLE FRAMED CONKS 314" = V -0" 10" MIN CL STD HOLE IN WT 5116 5/8" RETURN 3„ 5/16 TOP EMBED R W/ 718"o HAS - (2) STUDS PER ROW Q 8" GAUGE - RE: SCHEDULE N cv T. 0, = T 0. S. RE: PLAN 1/4" NOTE: AT SKEWED CONNECTIONS, PROVIDE FULL -PEN WELDED PLATES TO MAKE AN EQUIVALENT WT SECTION 5116 V STD HOLE IN BEAM WEB VARIES 718" TO 2' -0" WT5x19.5x "L" (A36) 314 "o ERECTION BOLTS IN 13/16 ">Q 112" HORIZ SLOTTED HOLES IN WT 2 114" RETURN TOP & BOT BEAM SIZE LENGTH „ „ PLATE SIZE SIZE ALLOWABLE LOAD KIPS W8-W12 6" 1/2'x 12" x V -0" (6) 7/8 "0 x 7" 16 W12-W18 9" 3/4'x 12" x V -8" (10) 7/8" o x 7" 26 W16 -W24 1' -0" 314" x 12" x 2' -0" (12) 718 o x 7" 36 W21 -W30 1' -3" 3 /4 "'x 12" x2'-4" (14) 7/8" 0 x 7" 45 W24 -36 1' -6" 314" x 12" x 2' -S" (16) 7/8"0 x 8" 60 W27 -36 1' -9" 3/4" x 12" x 2' -8" (16) 7/8 " o x 8" 67 W30 -W36 2' -0" 314" x 12" x 3' -0" (18) 718 "o x 8" 80 W33 -W36 2' -3" 314" x 12" x 3' -0" (18) 718"0 x 8" 87 NOT U SED S0.04 3/4" = V -0" NOTES: 1, IF SHIMS ARE USED, INCREASE THE WELD SIZE BY THE THICKNESS OF THE SHIMS - 314" MAX. 2. EMBED PLATE SETTING TOLERANCES: ±2" VERT AND ±2" HORIZ. 3, CONCRETE: 4000 PSI NORMAL WEIGHT MINIMUM. 4. H.D. ANCHOR STUDS: AWS D1.1, F = 60KSI. 5, WELDING ELECTRODES: E70XX. STEEL BEAM CONN TO CONCRETE 3/4" = V -0" "L" (A36) r.1ww1wWV Mr.1 OF A325N BEAM SIZE BOLT DIA ( THICkNES S LENGTH „ 11 IN SIZE „ „ BLE LOAD 2 W8-W12 3/4" 114 6 3116 8 3 W12 -W18 314" 114 9 3116 16 4 W16 -W24 3/4" 5/16 12 114 26 5 W18 -W30 3/4" 5/16 15 1/4 36 6 W21 -W36 3/4" 318 18 5/16 46 7 W24 -W36 314" 318 21 5/16 56 8 W27 -W36 1" 318 24 5/16 101 9 W30 -W36 V 7/16 27 318 133 NOTES: 1. HOLES SHALL BE HORIZONTAL SHORT SLOTTED HOLES IN PLATE, STANDARD HOLES IN BEAM. 2. WELDING ELECTRODES ARE E70XX. c SHEAR PLATE CONK @ BEAM S0.04 3/4" = 1' -0" (2) L4x3 1/2x "T "x "L" (A36) - TYP JPLICE 112'" ° W � I 3" MI O 0 �© c� m z 0 O TYP 314"o A325N BOLTS BEAM SIZE LENGTH "L", IN THICKNE SS "T", IN SIZE "W ", IN A36 ' so 2 W12 -W14 5112 318 3/16 19 26 3 W16 -W18 81/2 3113 3116 36 49 4 W18 -W24 11112 318 114 57 78 5 W24 -W30 141/2 318 114 91 118 6 W27 -W36 171/2 1/2 5/16 106 174 7 W30 -W36 ' 20 1/2 112 5116 161 198 8 W30 -W36 23112 112 5116 180 222 NOTES 1, HOLES SHALL BE HORIZONTAL SHORT SLOTTED HOLES. 2. WELDING ELECTRODES ARE E70XX. BEAM SPLICE CONN S0.04 3/4" = V -0" STANDARD D( FRAMED BEAD "x _ "x bf + TYP L THRU BEAM MOMENT CONN S0.04 3/4" = V -0" FULL PEN TYP FISS OR Wx COLUMN Al i ntinrA OF A325N BEAM SIZE BOLT DIA ( THI&NES S LENGTH „ „ SIZE „ „ BLE LOAD 2 W8 -W 12 314" 1/4 6 3116 12 3 W12 -W18 3/4" 1/4 9 3/16 24 4 W16 -W24 3/4" 5116 12 1/4 36 5 W18 -W30 3/4" 5/16 15 1/4 45 6 W21 -W36 314" 3/8 18 5/16 53 7 W24 -W36 314" 3/8 21 5/16 61 8 W27 -W36 V 3/8 24 5/16 101 9 W30 -W36 1" 7/16 27 318 133 NOTES: 1. HOLES SHALL BE HORIZONTAL SHORT SLOTTED HOLES IN PLATE, STANDARD HOLES IN BEAM. 2. WELDING ELECTRODES ARE E70XX. SHEAR PLATE CONN a@ COLUMN 314" = 1' -0" It 1 1/2" 112" HORIZ SLOTTED HOLE Qa BEAM I I � Il o II a io o J N R "T "x4 "xWT WIDTH W V WT (SEE TABLE) AI i ntinrn OF A325N R01 TR BEAM WT TAK , I " LENGTH SIZE II I LOAD 2 W10 WT4x14 318" 10 1/4 K 4 2 W12 WT4x29 112" 12 114 35 2 W16 WT4x20 3/4" 16 1/4 48 2 W18 WT4x29 1" 18 114 76 NOTES: 1. ALL BOLTS SHALL BE 314"o A325 N. 2. SHEAR PLATE THICKNESSSHALL BE 3/8" TYP. 3/4" = V -0" Al i nmiAD BEAM SIZE (2) L AN U Lh LENGTH IINI LE LOAD W10 4x4x5/16 10 40 W12 4x4x5116 12 50 W16 -W18 4x44/16 16 70 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 FAA M1 : ] F in ki I LI to Mil 314" = 1' -0" )LE U BOLTS V C Vl 4-1 U i� 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.26 22 rkd@rkdarch.com • i U� N Q U � 7 ' job number 04070 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Sloped Roof 04.23.07 Clarification Revised Q 12.14.07 Permit sheetnumber TYPICAL STEEL CONNECTIONS 50.04 'L I KJ X L tNJV) SLIP CONN KING STUD — EXT STUD WALL FETAL STUD PROPERTIES TYP E S E iz GA WIDTH OR Ix IN 4 S 3 x IN - y KSI STUD 6 18 15>g 2.316 0.772 100 16764 33 (2) 6 "x18GA ® 16" O.C. 35/8 18 1 15/8 0.710 0.392 8505 33 TRACK 6 16 1114 2.206 0.671 13257 33 F- 35/8 18 1 114 0.546 0.294 4696 33 SLIP TRACK 6 14 2 3.540 0.973 29120 50 1 WIDTH TRACK -� TYPE 2 TYPE 3 JAMB NOTES: 1. STUDS AND TRACKS SHALL BE HOT DIP GALVANIZED. 2, RE: ARCH FOR PARTITIONS AND MISC FRAMING. A A METAL STUD PROPERTIES 50.05 314" = 1' -0" VERT SURFAC' OF STEEL SUP METAL STUD NOTES 1. EACH SLIDE CLIP SHALL HAVE 560 LB LATERAL (HORIZONTAL) LOAD CAPACITY. 2. PROVIDE (2) SLIDE CLIPS MINIMUM Q MULTIPLE STUD CONDITIONS. 3. SIZE OUTSTANDING HORIZONTAL LEG OF SLIDE CLIP FOR SPECIFIC STUD SIZE & GAP TO VERTICAL SURFACE OF STEEL SUPPORT. VERT ICAL SLIP C ONN SCHEDULE KKR h (ft) TYP STUDS W1 12 CSJ 6 "x18GA® 16 " O.C. W2 15 CSJ 6 "x18GA Q 12" O C. W3 18 CSJ (2) 6 "x18GA ® 16" O.C. W4 8 CSJ 3 518 "x18GA ® 16" O C. FOR TRIMMER STUDS f� � NOTES: 1. STUDS AND TRACKS SHALL BE HOT DIP GALVANIZED. 2. RE: ARCH FOR PARTITIONS AND MISC FRAMING. TRACK WIDTH TO MATCH NOM WALL WIDTH TYPE 1 TRACK WIDTH TO MATCH NOM p WALL WIDTH z KING STUDS - RE. DETAILS CL O FOR TRIMMER STUDS f� � HEAD TRIMMER F- �� SILL TRIMMER TRACK WIDTH ' WALL TO MATCH NOM I, 1 WIDTH TRACK -� TYPE 2 TYPE 3 JAMB 1 !' i 3 A l Songs" nu e METAL STUD WALL SCHEDULE S0.05 3/4" = i' -0" TOP OTTOM TYP SLB SERIES YP ® EA END STUD _F TAPPING >TEP BUSHINGS 'TOM OF SLOT 3/4" = V -0" 4" 3" W 2' -8" 6" 19/16" MIN 3' -0" 8" PROFILE A 2'- 0" PROFILE D PROFILE E METAL ROOF DECK SCHEDULE SECTION PROPERTIES CONNECTIONS DESIGN I TYPE DEPT P Sn y FINES PARALLEL SUPPORTS SIDE LAPS CAPACITY IN ROFIL AUG HICKN t tN tN K COUSTIC H PAGIN (MIN) RDi 1 1r2 B,C 16 0.0598 0.373 0.408 0.411 33 NO GALV 5 /8 "o PUDDLE WELD 36/4 #12 TEKS MID SPAN #10 TEKS 6 311 RD 9 RE: DTLS FOR REQUIRED LOCATIONS OF SLIP HEADS U O DO NOT FASTEN SHEATHING TO TRACE{ TRACK 14GA x CONT CLR DIMENSION +2" (3" MIN U.N.O.) 1 1/2 " -16GA U CHANNEL BRIDGING IN UPPERMOST PUNCHED OPENING W/ (2) SCREWS TO CLIP ANGLE 1 1/2 "x1 1 /2 "x16GA CLIP ANGLE W/ (2) SCREWS TO EA STUD BRIDGING ALTERNATE: CONT STRAP ON BOTH SIDES OF WALL SCREWED TO EA STUD G SLIP HEAD CONN SQ05 314" = 1' -0" 6" 1016" MIN 8" PROFILE B PROFILE C �i 112 " 2' -0„ (' KING STUD TRIMMER S1 FOR HEADEf SILL - RE: CI f� 16GA EA S W/ (6) SCREE AS SHOWN TRIMMER S1 FOR SILL I F S0.05 J J S0.05 S0.05 HEADER RE: SCHEDULE HEADER RE: SCHEDULE ROUGH OPENING RE:ARCH ROUGH OPENING _ go RE: ARCH SILL RE: SCHEDULE E S0.05 H S0.05 NOTES: 1. ALL STUDS TO BE FULLY SHEATHED ON BOTH SIDES, 2, SCREWS TO BE N0. 10 -16 (DIAM = .19 INCHES). 3 SCREW SPACING & EDGE DISTANCE 318" (MIN). 4. WHERE ACCEPTABLE 1/8" FILLET WELDS MAY BE SUBSTITUTED FOR SCREWS. 1" OF WELD = 3 SCREWS. 5 ALL WELDED LIGHT GAUGE METAL MUST BE 18GA (MIN). 6 ALL SCREWS SHALL BE POLYMER COATED. 7. TRACK IS REQ'D @ TOP & BOTTOM OF ALL WALLS. 8. SPACE STUDS ® 16" O.C. MAX U.N.O. 9. PROVIDE (3) STUDS MINIMUM ® WALL CORNER. 10, EXCEPT WHERE CONNECTIONS ARE NOTED AS WELDED, STUDISTUD & STUD /TRACK CONNECTIONS MAY BE SCREWED CR WELDED IN ACCORDANCE WITH APPLICABLE BUILDING CODES. TYP METAL STUD WALL CONSTRUCTION 3/4'= 1' -0" H SILLMAMB CONN @ OPENINGS S0.05 314" = 1' -0" C/) w w 4" U � c� o w U F- 21� 0 _ w 3" C/) �w 2' -8" H PROFILE A PROFILE B HEADER- Rf KING STUDS R 16GA EA SIDE WI (9) SCREWS INT KING & HEAC BEAR HEADE TRIMMER ST SCREW EA ST TRACK- TYP D T E: _TAIL ALSO APPLIES WHERE STUD ALL FRAMES TIGHT TO UNDERSIDE F STRUCTURAL STEEL SUPPORT aSTEN TRACK TO CONC 15132 "o POWDER DRIVEN 3STENERS Q 16" O.C. PLUS ) Q EA JAMB - SELECT N TYPE MATCHED TO SUPPORT ATERIAL - V-2` MIN EMBED )NC OR STEEL SUPPORT TYP STUD WALL TRACK CONN S0.05 3/4" = 1' - 0" _ 1 kyl 1 0 01410 1 a ! / Cn (n w 7° o g w Uf 0 w co _j w Nz 24" OR 36" H PROFILE C C/) Cn w U� 7 114" z ui U f X % 0 w ui cry w 24" OR 36" 7- r- • a ..�. . .. 01 k I k I I • lei no ®� ® 111 • . . ©® " ' � ' ' �� ®�� � � ' � r' , ®a o aeeveeevee v vo�e�s n n V W f� L .. 137 main street, suite G004 box 5055 edwards, Colorado 81632 970.926.2622 rkd@rkdarch.com • 1 i L r� I � ! It STAMP OF RECORD: Q � r . y . .rr •• issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Sloped Roof 04.23.07 Clarification Q Revised 12.14.07 9 Permit METAL ROOF DECK SCHEDULE 3/4" = 1' -0" CONIC SLAB ON METAL DECK SCHEDULE 314" = 1' -0" METAL STUD WALL OPENING SCHEDULE 314" = 1' -0" VU w 6 0 0 S w U x X x x -X -X ___ C� w a� Cn 14 w 1 1J2 MIN w z 3' -0" TYPICAL LIGHT GAUGE /METAL DECK DETAILS so ■ O� e METAL STUD WALL SCHEDULE S0.05 3/4" = i' -0" TOP OTTOM TYP SLB SERIES YP ® EA END STUD _F TAPPING >TEP BUSHINGS 'TOM OF SLOT 3/4" = V -0" 4" 3" W 2' -8" 6" 19/16" MIN 3' -0" 8" PROFILE A 2'- 0" PROFILE D PROFILE E METAL ROOF DECK SCHEDULE SECTION PROPERTIES CONNECTIONS DESIGN I TYPE DEPT P Sn y FINES PARALLEL SUPPORTS SIDE LAPS CAPACITY IN ROFIL AUG HICKN t tN tN K COUSTIC H PAGIN (MIN) RDi 1 1r2 B,C 16 0.0598 0.373 0.408 0.411 33 NO GALV 5 /8 "o PUDDLE WELD 36/4 #12 TEKS MID SPAN #10 TEKS 6 311 RD 9 RE: DTLS FOR REQUIRED LOCATIONS OF SLIP HEADS U O DO NOT FASTEN SHEATHING TO TRACE{ TRACK 14GA x CONT CLR DIMENSION +2" (3" MIN U.N.O.) 1 1/2 " -16GA U CHANNEL BRIDGING IN UPPERMOST PUNCHED OPENING W/ (2) SCREWS TO CLIP ANGLE 1 1/2 "x1 1 /2 "x16GA CLIP ANGLE W/ (2) SCREWS TO EA STUD BRIDGING ALTERNATE: CONT STRAP ON BOTH SIDES OF WALL SCREWED TO EA STUD G SLIP HEAD CONN SQ05 314" = 1' -0" 6" 1016" MIN 8" PROFILE B PROFILE C �i 112 " 2' -0„ (' KING STUD TRIMMER S1 FOR HEADEf SILL - RE: CI f� 16GA EA S W/ (6) SCREE AS SHOWN TRIMMER S1 FOR SILL I F S0.05 J J S0.05 S0.05 HEADER RE: SCHEDULE HEADER RE: SCHEDULE ROUGH OPENING RE:ARCH ROUGH OPENING _ go RE: ARCH SILL RE: SCHEDULE E S0.05 H S0.05 NOTES: 1. ALL STUDS TO BE FULLY SHEATHED ON BOTH SIDES, 2, SCREWS TO BE N0. 10 -16 (DIAM = .19 INCHES). 3 SCREW SPACING & EDGE DISTANCE 318" (MIN). 4. WHERE ACCEPTABLE 1/8" FILLET WELDS MAY BE SUBSTITUTED FOR SCREWS. 1" OF WELD = 3 SCREWS. 5 ALL WELDED LIGHT GAUGE METAL MUST BE 18GA (MIN). 6 ALL SCREWS SHALL BE POLYMER COATED. 7. TRACK IS REQ'D @ TOP & BOTTOM OF ALL WALLS. 8. SPACE STUDS ® 16" O.C. MAX U.N.O. 9. PROVIDE (3) STUDS MINIMUM ® WALL CORNER. 10, EXCEPT WHERE CONNECTIONS ARE NOTED AS WELDED, STUDISTUD & STUD /TRACK CONNECTIONS MAY BE SCREWED CR WELDED IN ACCORDANCE WITH APPLICABLE BUILDING CODES. TYP METAL STUD WALL CONSTRUCTION 3/4'= 1' -0" H SILLMAMB CONN @ OPENINGS S0.05 314" = 1' -0" C/) w w 4" U � c� o w U F- 21� 0 _ w 3" C/) �w 2' -8" H PROFILE A PROFILE B HEADER- Rf KING STUDS R 16GA EA SIDE WI (9) SCREWS INT KING & HEAC BEAR HEADE TRIMMER ST SCREW EA ST TRACK- TYP D T E: _TAIL ALSO APPLIES WHERE STUD ALL FRAMES TIGHT TO UNDERSIDE F STRUCTURAL STEEL SUPPORT aSTEN TRACK TO CONC 15132 "o POWDER DRIVEN 3STENERS Q 16" O.C. PLUS ) Q EA JAMB - SELECT N TYPE MATCHED TO SUPPORT ATERIAL - V-2` MIN EMBED )NC OR STEEL SUPPORT TYP STUD WALL TRACK CONN S0.05 3/4" = 1' - 0" _ 1 kyl 1 0 01410 1 a ! / Cn (n w 7° o g w Uf 0 w co _j w Nz 24" OR 36" H PROFILE C C/) Cn w U� 7 114" z ui U f X % 0 w ui cry w 24" OR 36" 7- r- • a ..�. . .. 01 k I k I I • lei no ®� ® 111 • . . ©® " ' � ' ' �� ®�� � � ' � r' , ®a o aeeveeevee v vo�e�s n n V W f� L .. 137 main street, suite G004 box 5055 edwards, Colorado 81632 970.926.2622 rkd@rkdarch.com • 1 i L r� I � ! It STAMP OF RECORD: Q � r . y . .rr •• issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Sloped Roof 04.23.07 Clarification Q Revised 12.14.07 9 Permit METAL ROOF DECK SCHEDULE 3/4" = 1' -0" CONIC SLAB ON METAL DECK SCHEDULE 314" = 1' -0" METAL STUD WALL OPENING SCHEDULE 314" = 1' -0" VU w 6 0 0 S w U x X x x -X -X ___ C� w a� Cn 14 w 1 1J2 MIN w z 3' -0" TYPICAL LIGHT GAUGE /METAL DECK DETAILS so ■ O� 9 RE: DTLS FOR REQUIRED LOCATIONS OF SLIP HEADS U O DO NOT FASTEN SHEATHING TO TRACE{ TRACK 14GA x CONT CLR DIMENSION +2" (3" MIN U.N.O.) 1 1/2 " -16GA U CHANNEL BRIDGING IN UPPERMOST PUNCHED OPENING W/ (2) SCREWS TO CLIP ANGLE 1 1/2 "x1 1 /2 "x16GA CLIP ANGLE W/ (2) SCREWS TO EA STUD BRIDGING ALTERNATE: CONT STRAP ON BOTH SIDES OF WALL SCREWED TO EA STUD G SLIP HEAD CONN SQ05 314" = 1' -0" 6" 1016" MIN 8" PROFILE B PROFILE C �i 112 " 2' -0„ (' KING STUD TRIMMER S1 FOR HEADEf SILL - RE: CI f� 16GA EA S W/ (6) SCREE AS SHOWN TRIMMER S1 FOR SILL I F S0.05 J J S0.05 S0.05 HEADER RE: SCHEDULE HEADER RE: SCHEDULE ROUGH OPENING RE:ARCH ROUGH OPENING _ go RE: ARCH SILL RE: SCHEDULE E S0.05 H S0.05 NOTES: 1. ALL STUDS TO BE FULLY SHEATHED ON BOTH SIDES, 2, SCREWS TO BE N0. 10 -16 (DIAM = .19 INCHES). 3 SCREW SPACING & EDGE DISTANCE 318" (MIN). 4. WHERE ACCEPTABLE 1/8" FILLET WELDS MAY BE SUBSTITUTED FOR SCREWS. 1" OF WELD = 3 SCREWS. 5 ALL WELDED LIGHT GAUGE METAL MUST BE 18GA (MIN). 6 ALL SCREWS SHALL BE POLYMER COATED. 7. TRACK IS REQ'D @ TOP & BOTTOM OF ALL WALLS. 8. SPACE STUDS ® 16" O.C. MAX U.N.O. 9. PROVIDE (3) STUDS MINIMUM ® WALL CORNER. 10, EXCEPT WHERE CONNECTIONS ARE NOTED AS WELDED, STUDISTUD & STUD /TRACK CONNECTIONS MAY BE SCREWED CR WELDED IN ACCORDANCE WITH APPLICABLE BUILDING CODES. TYP METAL STUD WALL CONSTRUCTION 3/4'= 1' -0" H SILLMAMB CONN @ OPENINGS S0.05 314" = 1' -0" C/) w w 4" U � c� o w U F- 21� 0 _ w 3" C/) �w 2' -8" H PROFILE A PROFILE B HEADER- Rf KING STUDS R 16GA EA SIDE WI (9) SCREWS INT KING & HEAC BEAR HEADE TRIMMER ST SCREW EA ST TRACK- TYP D T E: _TAIL ALSO APPLIES WHERE STUD ALL FRAMES TIGHT TO UNDERSIDE F STRUCTURAL STEEL SUPPORT aSTEN TRACK TO CONC 15132 "o POWDER DRIVEN 3STENERS Q 16" O.C. PLUS ) Q EA JAMB - SELECT N TYPE MATCHED TO SUPPORT ATERIAL - V-2` MIN EMBED )NC OR STEEL SUPPORT TYP STUD WALL TRACK CONN S0.05 3/4" = 1' - 0" _ 1 kyl 1 0 01410 1 a ! / Cn (n w 7° o g w Uf 0 w co _j w Nz 24" OR 36" H PROFILE C C/) Cn w U� 7 114" z ui U f X % 0 w ui cry w 24" OR 36" 7- r- • a ..�. . .. 01 k I k I I • lei no ®� ® 111 • . . ©® " ' � ' ' �� ®�� � � ' � r' , ®a o aeeveeevee v vo�e�s n n V W f� L .. 137 main street, suite G004 box 5055 edwards, Colorado 81632 970.926.2622 rkd@rkdarch.com • 1 i L r� I � ! It STAMP OF RECORD: Q � r . y . .rr •• issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Sloped Roof 04.23.07 Clarification Q Revised 12.14.07 9 Permit METAL ROOF DECK SCHEDULE 3/4" = 1' -0" CONIC SLAB ON METAL DECK SCHEDULE 314" = 1' -0" METAL STUD WALL OPENING SCHEDULE 314" = 1' -0" VU w 6 0 0 S w U x X x x -X -X ___ C� w a� Cn 14 w 1 1J2 MIN w z 3' -0" TYPICAL LIGHT GAUGE /METAL DECK DETAILS so ■ O� NOTES: 1. ALL STUDS TO BE FULLY SHEATHED ON BOTH SIDES, 2, SCREWS TO BE N0. 10 -16 (DIAM = .19 INCHES). 3 SCREW SPACING & EDGE DISTANCE 318" (MIN). 4. WHERE ACCEPTABLE 1/8" FILLET WELDS MAY BE SUBSTITUTED FOR SCREWS. 1" OF WELD = 3 SCREWS. 5 ALL WELDED LIGHT GAUGE METAL MUST BE 18GA (MIN). 6 ALL SCREWS SHALL BE POLYMER COATED. 7. TRACK IS REQ'D @ TOP & BOTTOM OF ALL WALLS. 8. SPACE STUDS ® 16" O.C. MAX U.N.O. 9. PROVIDE (3) STUDS MINIMUM ® WALL CORNER. 10, EXCEPT WHERE CONNECTIONS ARE NOTED AS WELDED, STUDISTUD & STUD /TRACK CONNECTIONS MAY BE SCREWED CR WELDED IN ACCORDANCE WITH APPLICABLE BUILDING CODES. TYP METAL STUD WALL CONSTRUCTION 3/4'= 1' -0" H SILLMAMB CONN @ OPENINGS S0.05 314" = 1' -0" C/) w w 4" U � c� o w U F- 21� 0 _ w 3" C/) �w 2' -8" H PROFILE A PROFILE B HEADER- Rf KING STUDS R 16GA EA SIDE WI (9) SCREWS INT KING & HEAC BEAR HEADE TRIMMER ST SCREW EA ST TRACK- TYP D T E: _TAIL ALSO APPLIES WHERE STUD ALL FRAMES TIGHT TO UNDERSIDE F STRUCTURAL STEEL SUPPORT aSTEN TRACK TO CONC 15132 "o POWDER DRIVEN 3STENERS Q 16" O.C. PLUS ) Q EA JAMB - SELECT N TYPE MATCHED TO SUPPORT ATERIAL - V-2` MIN EMBED )NC OR STEEL SUPPORT TYP STUD WALL TRACK CONN S0.05 3/4" = 1' - 0" _ 1 kyl 1 0 01410 1 a ! / Cn (n w 7° o g w Uf 0 w co _j w Nz 24" OR 36" H PROFILE C C/) Cn w U� 7 114" z ui U f X % 0 w ui cry w 24" OR 36" 7- r- • a ..�. . .. 01 k I k I I • lei no ®� ® 111 • . . ©® " ' � ' ' �� ®�� � � ' � r' , ®a o aeeveeevee v vo�e�s n n V W f� L .. 137 main street, suite G004 box 5055 edwards, Colorado 81632 970.926.2622 rkd@rkdarch.com • 1 i L r� I � ! It STAMP OF RECORD: Q � r . y . .rr •• issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Sloped Roof 04.23.07 Clarification Q Revised 12.14.07 9 Permit METAL ROOF DECK SCHEDULE 3/4" = 1' -0" CONIC SLAB ON METAL DECK SCHEDULE 314" = 1' -0" METAL STUD WALL OPENING SCHEDULE 314" = 1' -0" VU w 6 0 0 S w U x X x x -X -X ___ C� w a� Cn 14 w 1 1J2 MIN w z 3' -0" TYPICAL LIGHT GAUGE /METAL DECK DETAILS so ■ O� n n V W f� L .. 137 main street, suite G004 box 5055 edwards, Colorado 81632 970.926.2622 rkd@rkdarch.com • 1 i L r� I � ! It STAMP OF RECORD: Q � r . y . .rr •• issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Sloped Roof 04.23.07 Clarification Q Revised 12.14.07 9 Permit METAL ROOF DECK SCHEDULE 3/4" = 1' -0" CONIC SLAB ON METAL DECK SCHEDULE 314" = 1' -0" METAL STUD WALL OPENING SCHEDULE 314" = 1' -0" VU w 6 0 0 S w U x X x x -X -X ___ C� w a� Cn 14 w 1 1J2 MIN w z 3' -0" TYPICAL LIGHT GAUGE /METAL DECK DETAILS so ■ O� METAL ROOF DECK SCHEDULE 3/4" = 1' -0" CONIC SLAB ON METAL DECK SCHEDULE 314" = 1' -0" METAL STUD WALL OPENING SCHEDULE 314" = 1' -0" VU w 6 0 0 S w U x X x x -X -X ___ C� w a� Cn 14 w 1 1J2 MIN w z 3' -0" TYPICAL LIGHT GAUGE /METAL DECK DETAILS so ■ O� <r 0 0 d- w 0 0 n 0 N 0 W cn C) 0 0 m 0 3 6 8 10 12 T(r1 20 23 25 W29 �5 n69 n l l y) n98 n1l n13 n14 15 Y,1 8 n19 I n2ln22 n24 (27 ( 32 4' -1" _ 2' -8" 3' 4" 4'4' 2' -0" 9' 0" 2' 0" 3' 0" 10' 0" 7 '_ 1 '/4 ° -0" 9' 0" 4'4' 5' -6" 8' -6" 14' -0" 1' -0 "- 2' -0" 13' -0 "' 2' -0" 6'-0" T -0" 1' 0 " 14' -0" 4' -0" 3' -6" 2' -0" 2' -0'"I 2' -8" 50' -0" I 8055' -1 3/16" (8055.10') I 2ND FLOOR I �„ 103 3' -8/" 3 11' -2/ 3RD FLOOR 72' -3" 42' -8" 8077'4 3/16" (8077.35') 4' 0 I 1' 10 132' -9" 8087' -10 3/16" (8087.85') 0 5TH FLOOR N/A 142' -9" 8097' -10 3/16" (8097.85') c ROOF T.O.k T.O..W = 8 ' 8107' -3 3/16" (8107.27') 2' -2%" $3=„ '- _a =� �- - - -- S \� P oi I 1 I � I I I I I I 0 -- _70 \� ,! T.O.SLAB T.O.SLAB I T.O.W. = 81 ' -9 � /a� 81' T, -8� 3 ,_ 6 „ 1' -0 3' -1 6' -�" 5'- I 2'- 8 T.O.W.= 86' -0" B.O.W. = 79' -0" i ys� 4" T� O.SLAB �� 4" B.O.W.= 83' -0" T.O.W I I _ Sfs�s S5.02 86 -0" �5�� t � REINFORCE 6' C NCRETE SLAB I-V I I I ( T.O.W.= 82' -0" 83' -6' \ p Z W/#4@18" E VUAY @ CENTER _. , • .. _.. . _._ OF SLAB Q B.Q.W. 79 " - 0" (E)T O.W.= 92' - 1" I r' _ �__ _ A ( ET I I ho = = - -73 -i 250 D R : ARCH ! 1 ! I I 5,5,03 (} C (E)B.O.W.= 81' -4' N ( ��,� = �, 5y . DEMO FDN @ GARAGE DOOR I I I a 5� 55.02 I E GE OF LO R O.SLAB EDGE L ( I 90' -4" S5.02 g ��c,``� I SLAB -ON -GRADE �, ( �g OPENING & REBUILD NEW F I I _ -, S5.03 „ T.O.C._ `� VE 83' (E)T.0 =9�8' - - - - - (EB.O...= 79' -0' ! t - - - --1 ) -. i - - - -- -� _ _ (E)T.o.F. ( T.O.F. - i SLAB -ON GRADE (E)T.O.G. (E)T.O.F. _ I P N T.O. I ! I v I ! 79' - LI 9' a„ I i T.Q. I 92' -1" - -- -) 85' -1" I Q.W. I (E)T.O.W. - 99'- ' �O o x o 85'- " M ( I -) l - (- E T.O.C. (E)B.o. . 82' 0" O DEMO E WALL OTECTED W =85' " r - M _ - � - 9 _ _ - - I gg° g" I _ C�$5_ I M S5.02 - � S5.02 _y0 '` I I ( !) I ! ( ( - - DEMO - - ( I - _ _ _ - - T.O.C. S- ! 0 I I- i _I 1 } -_ I 6 CONCRETE SLAB(_ I L _ P O ! w , <" ! L- J I I (E)T.O.W. = 99' - ( W / #5 @ 12' O.G'EA' 1- I _ E T 0 F I \ I CUT NE OR ° Off„ \ - I S5.02 WAY SLAB CENTER O • 1 0 , ¢ c 85' -1" I ! ( I o I L(E O.W.= 81' -4" A E I 1 ( I (E }B.O.W.= 79' -0'i ( @ !'._ _ -' 81' -4" ! INDICATE DIRECTION OF o (E)T.O.F. I I ! ( ( C? ! I {F)B.O.W. =79' -0" ( I (E)T.O.W. =81' 4" ( I I BOTTOM ( RIMARY) STEEL J I N L0. ! EDGE F UPPER I (E )T . . 87'- " .__I. I I� I ' i I II (E)B.O.W.= 79' - -0" I I (� .. ; . _... _... r {) 85' -1 T.0 C. I I ( (E) RET WALL 00 GARDE ABOVE D _ - I ! I I 86 0 ! I I I I - - - - - -- ( J (E)T.O.C. i :'I E S5.12 �) I 7 ( r I I{ I _ I _ ®` _ :: I LOWER GARDEN I I _ m_ �- - F V I I I I I r K - - 4 � I _ - - - - - _ _ I I I - DAWN ... ! S5.t2 LOPE O RAI 1 I S5: ss.02 02 I T. GA DEN a I L J ( Q I RE: ARCH L J (E) 1.0.C. -�-- i � , � � D =�� - 86' a" ! Lo DRAT I 9 (E)T.O. .= 99' -8" ( � � 94' a" ( I ELEV I I 1' o S5.12 I UP RE: R H a' I I A (E)B.O. . =81' 2" I T 0.. I _ -- _ __ �, 3 518" ETAL STUD BRG L _ ( ! (3) #5 OD'L 2 4 SQ FTG _ J WALLS - (3) PLACES= - 0J_ I O I I I (E)T.O.F I ( ,_,. I I W4 - E: S0:05 (E)T.Q.F. I E O F I ( I of C? D (E T.O.W,= 99' -8" T. .W. 81' -4' I i O .. O I I 80' - 0" A C_ _ S5.12 7 ! 55.02 ! I/ DEMO FOOTING ° v 83' - I I I w o r _ �r - - r - O- W. = 2' O.W. 7 4 „ O\ l ( r - I (E)T.O.W. 85, 1„ _ - 3 -5/8" META STU w �• S6.05 BRG WALL 4 _ _ ( r r - - - w I I I 99' -8" ;, -}- W nq F - - - _ ( O _. 01- 0 w I ! - (� L -�� I t =4 - 55.12 S� �� �� I i I� C ( I �m o 1w Co rQ- „ "H PI P 00 0 2 0 0 LE CA 1 /SLOPE TO DRAIN « _ W /(4) MICROPILESo _RE: ARCH f- :< - 3 F L !I A,C I i LOPE T (E)T.O.F. I () -_ I S6.05 M 3 r RAC 82' -0' p .. TA R A, t I +, W o 1- -- m s5.o1 I c� I I I I I I ! I ( I 80' -0' (E)T.O.. X69 /I ! (E)T.0 Q E: ARCH DEMO FOOTING °n O (E OT NG - _' v> 1) SA CUT SLAB &DEMO 81 - /i 82 - � I I I A C 2) DE 0 WALL & CONT FOOTING RETAIN FIRST DEMO FLOORS F S6.05 3 EXP SE COLUMN FOOTINGS FLOOR ABOVE' �z <t i 1 I' -� m L o A, C - �jl I S5.0 I I I I I ! ( S6.05 S6.05 t - - - S PE TO �o NEW FO TING - 3' 0" THICK 6 ' a" I D ; (E� }T.O.C. I ( I ( I ( I „ UIN I W/ #8 @ 12" EA WAY BOTTOM - ' . G.5 _ - I ( - - - - - CH & #6 @ �2„ S503 EA WAY TOP I ] I I i I I I REMWALL I - T.O.C.= 85' -2 "" DEMO (E) I = I I I I I (E)T.Q.C. 18 "' 8'4, 6 ., I 9' 6, T.O.F. WALL & FTG I I ? I N G.4 - _ I I I _ 82' -0° T.O.W.= 86' -0" T.Q.F. T.O .F.= 85'-4" I I iF _I IJ T.O.F. 1' - 6' °� _ ,' �.� \ �T:O. . 2 „ � � ELEVATOR -. , 84' -10" 84' -10° I � . _ _ _J r I �o A / I 81' " I T.O.C. C C ! TO _ . _ - - I I I I I 81' -2" _ __ _ _ .. I S6.05 (- - _ - - - - �- - - - - - - RE: ARCH I ( -Q 3 , „ -TYP I I I (E }T.O.F.= 81' -2" �'I T. I ( I I A ( A I A / �! (E) ELEVATOR PIT S6.05 TYP (4) PLACES .� S6.05 S6.05 CYLINDER T BE / - I O O O 86 -0" I ! EMO (E) FTG I ! - - �� I OG 4 - G ( - OG - _ ..F.= 88'-0" ( I 1' 0" -TYP F @ GRID c _ r TO j �� �� _ _ r - I DEMO WALK I - o O o I - D I CIA �- ,� - 1 ,� D EMO FOOTING I DEMO FOOTING TI 1 I o '� r' i i r- G - - - - v , 1 S5.01 I I I 1 I I I , i I N E T. .. _ - -- - c DEMO FOOTING 88'-6" - -- - I - E T.O. V `=� - I - O l I - I R - - S5.01 I - - 1) SAWCUT SLAB & DEMO A - } 1) SAW UT SLAB C�� I 2) DEMO WALL & CONT FOOTING (E) TANK S5.01 85 4 2) DEMP WALL & CONT FOOT G�ss�- = ( o I T.Q.W.- 99' - 2 I I I F.7 ! 3) POUR NEW TYPE C FOOTING 3} EX SE COLUMN FOOTIN (E)T.O.F. I ( I I I I 1 I _ ' - lox =87- " I t I j T.o.. 82' -0" L - -- � a -- -� I i I I I I r, ! I EDGE OF FLOOR g5 _ _ �o _ T.O.C. I (E)T.O.F.= 85' -4" T.O.F. 86'-0" I (! 1 I I I ° LEVEL 1 C 0 T.O.F. e N ( I @ TYP (4) PLAC - - - t _ 84' - 10" °� (E)T.O.W. =9 - D N _ V) 84' -10" I {E)B.O.W. =8 ' -4" t I I SS.ot I ( C 1 I I_ I I �I� CO ��M I I D 0 (E) FTG ! FF_ I I (- - _ �- - - _ o EMo E (- ! 1 I I \ I I I I I I / % {' . • • I - - - - - o ` I Q - - -}- -o `� I ! I 1 - T .F.= 90' -0" I I 1 _ - I F -} - - t DEMO FOOTING �` I LOP' TO ! DRAT _ _ \ I- _I (E)T.O.W. =99' -0 /2 (_ - _J L ! J C_ I O � O A A _ SLOPE TO I - - - I (E)T.O.F. O _, .. \ (E)B.O.W.= 85' -4` }D}7AIN I T.O.F. - 85' 4" - -- -- I RE: RCH I_ I I DEMO I �' - - I S6.05 S6.05 - _ I I 85' - _ - ( I I I DEMO (E) FTG l - I, I I z Ln -. - /tRE � � T.O. F. -94 -0 0 - w _ I _ - - - - - - - _ _ RETAIN FIR QEM FLOORS �FMO ' E E T 0 W -1 2' -7 I �; J - -\ - \ a FLOORS ABOVE i DEMO FOOTING I - - OO( _ -- __ -- -= I I O . ' / I I z (E)T.O.W.= 100 -0" - - -- I - I I \ \ \ \ I I I - �MN s5.ot T.O.C. vMN I -- I ( 1 I E)B.O.W. =8 ' -4 I I I I (E)B.O.W.= 90' -6" o (E) HOTEL F NS EDGE bF FLOOR ! \ \ \ \ - 1 8�. 6 - - - - - - I DEMO FOOTING I ( T.O.C. -I (E)T.O. I ( I (E)T.O.W. =100' o" ~ @LEVEL 2 \ \ \ \\ _ I r- E E- - -- -- 8-� 6' -al' I I _ - I I 100' -6' I I (E)B.O.W.= 93' -6 \ \ L/-- J L T J ` I J �� J�� � DEMO - I I- - _. - - ti 1 I J N \ \ I \ \ A I (E) RESTAURANT E TENSION \ \ I \ \ / S6.05 S6.05 I �O �O �` ° S5.02 I w - \ /� DEMO O ff. EDGE OF FLOOR O ff. DEMO FOOTING O � 8 , DEMO (E) FTC I ' o I I I FDN SYSTEM - NO [DRAWINGS (E)T.O.W. I (E)T.O.W. (E) SLAB T.O.F. �I- AVAILABLE \ \ \ \ / i ' n ( r @ LEVEL 1 r - - -� �- - -) - T.O.F. =94' 0'I I w Ln J \ \ \ 99' 0 fp" 99 8" l 85' -2" ! ( I _ _1 \/ l (E)T.O.W. 1 I DEMO T.O. W: DO TO I I - V I I I EDGE OF FLOOR I - L - - J DEMO T.O.W. DOWN TO - - - - oQ J r o \ - - _ - - 102'-7 w - - 99' -0" @ BLDG EXTERIOR @ LEVEL 2 - - --\ --�- -_� _ -- ] - -� =- - - - - -- 0 "�aB - - - - - - - �°�- 6� a- -- - - -- -- a 99' LDG EXTERIOR I _ - -- - - -- -- - - - - - -- - - -- _ - - -- -- - I - - V THICKPIER - - -- -- - - - - -. - - - - -- - - - -- - - - -� -- --- - - - - -- -- - - -- II CAP _ G E T O.W. =102 - a T.O.C. I I (E)T. .W. DEMO (E) BRIDGE (E):: O NEW PEDESTAL ON (E) - NEW PEDESTAL N (E ! H I FDN C° (E)T.O.C. =100' 0" ! I f l DEMO L (E) ( FTG T.O.F. =88' 6" S5.01 (E)B O.W.= 85' -4" 100' -0" _ FTG - T.O.F. =88' " I I I S5.01 102'-17 ( C° (3) PLACES - RAMP LLS - - r -I _ - - - - _ - - - - - _ , - I _ I r I I - _ _ -- - j L - J T.O.C. DEMO ALL (E) J DEMO (E) PEDE TAL T O.C. 1Q0' -0 +' I A.5 ° _ I C. =10>� - - - �,,___ DEMO (E) PEDESTAL 100'-0° DEMO FOOTING RAMP WALLS r - - - - - - j - -� (E }T.O.W. 100' -6" T O.F.= 6' -4 "I I N T.Q.F. =88' -6 - T. 88' -6" - - - - - T.Q.C. - A i I I i I i I 100' -0" NOTE: EXCAVATE DOWN TO T.O.C.= 100' -0" T.O.C. =100' 0" S 87' -6 "t PRIOR TO REMOVIN o.F.= 88' -6" i 4 G BASEMENT LEVEL I 55.01 ! I I I A I I I 9 ., 9 „ � E T.O.W. =10 ' -o" I I T.Q.F.= 96'4" S5.01 (E)B.O.W. =9 6 „ 1 I I I I I I ! I I I I I I C i 3 _ 6 " - -- 7 11 11 I I I I I LU- J 6-0" 4' -0" 3' -8" 9'4" 13' -0" 4' -0" 9' -0" 13' -0" 14' -0" 15 4' 15 4' 15' -0" 1 '_ 4„ 8' 10" 4' 10° 4'-4 4" 4' -11 4" 6'-8" 2' - & 2 4 5 6.2 7 n99.5 1 13 rl 5 rl 7 ri 9 ) (22 23.1 23.5 r24)r26) r28 31 32 ELEVATIONS SHOWN ON THIS SHEET MATCH ORIGINAL CONSTRUCTION DOCUMENTS. DATUM RELATIONSHIP IS AS FOLLOWS: LEVEL ORIGINAL CONST NEW CONST NEW REFERENCE ELEV FLOOR TO FLOOR SUBBASEMENT 32' -0" 82' -0" 8037' -1 3/16" (8037.10') O T co BASEMENT 36-0" 86' -0° 8041' -1 3/16" (8041.10') BASEMENT LOFT NIA 90' -6" 8045' -7 3116" (8045.60') Permit Set 1ST FLOOR 50' -0" 100' -0" 8055' -1 3/16" (8055.10') " 2ND FLOOR 61' -9" 111' -9" 8066-10 3/16" (8066.85') 0 3RD FLOOR 72' -3" 122' -3" 8077'4 3/16" (8077.35') 0 4TH FLOOR 82' -9" 132' -9" 8087' -10 3/16" (8087.85') 0 5TH FLOOR N/A 142' -9" 8097' -10 3/16" (8097.85') 0 ROOF N/A 152' -2" 8107' -3 3/16" (8107.27') IN SPREAD FOOTING SCHEDULE MARK SIZE REINFORCING REMARKS OA 7'- 4 "x7'- 4 "x1' -8" (6) #8 EA WAY Final DRB sub O 8'- 6 "x8'- 6 "x2' -0" (8) #8 EA WAY Stl Mill Order 1 C 9'- 0 "x9'- 0 "x2' -0" (9) #8 EA WAY Stl Mill Order 3 O 11' -4 "x11'- 4 "x2' -0" (14) #8 EA WAY Permit Set OE 12' -10 "x12'- 10 "x3' -0" (17) #8 EA WAY Construction Set NOTES: 1. CENTER SPREAD FOOTING ON COLUMN, GRADE BEAM, OR FOUNDATION K WALL UNLESS NOTED OTHERWISE ON PLAN. 2. WHERE LONG DIRECTION BARS ARE SPECIFIED, POSITION THIS LAYER CLOSEST TO BOTTOM OF FOOTING. I H J.7L G.6 G.3 G.1 01 G F.7 8 FJ D 0� E6 EXISTING FOUNDATION & MICROPILE SUMMARY (AT LESSER OF •• OR .Ili • date DRB sub 03.27.06 0001111167.1 M1 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Slope Roof 0423.07 Clarification A Revised 12. 14.07 Permit 0 ®0 ®� 1 1 0 = • O��0Q31O ®0� ©m ©m 1S ' • � ©mom ®a ©m© NOTES _ 1. DESIGN PROCEDURE FOR LOADS TO BE CARRIED BY THE MICROPILES AT THE EXISTING FOOTINGS IS BASED ON THE EXISTING FOOTINGS CARRYING ANY DEAD LOAD UP TO THE E E FOOTING CAPACITY OR 6,000 psf MAXIMUM, OR THE EXISTING FOOTINGS CARRYING DEAD LOAD PLUS LIVE LOAD UP TO 4,000 psf MAXIMUM. D 7 2. THIS TABLE PRESENTS A SUMMARY OF DESIGN LOADS FOR ADDITIONAL MICROPILES AT / EXISTING FOOTINGS. IN SOME CASES A MINIMUM NUMBER OF TWO PILES WAS USED AND IN D OTHER CASES, ADDITIONAL CAPACITY OF THE BASEMENT WALL CONTINUOUS FOOTINGS HAS BEEN FACTORED IN. 3. THE FINAL DESIGN FOR THE MICROPILES IS TO BE PROVIDED ON A "DESIGN- BUILD " BASIS BY THE MICROPILE SUBCONTRACTOR, WITH THEIR DESIGN PROCEDURES, PILE SIZES AND D D ARRANGEMENTS, AND ENGINEERING AS APPROVED BY REUSTRUCTURAL. D C MICROPILE DATA NO SCALE BASEMENT LEVEL PLAN DB O 1/8" - 1' -0" FOUNDATION PLAN NOTES: D A 1. SLAB -ON -GRADE SHALL BE 5 INCH THICK NORMAL WEIGHT CONCRETE, 2. REINFORCE SLAB -ON -GRADE WITH 6x6/W1.4xW1.4 W.W.F., W6x6 /W2.lxW2.1 W.W.F,. 6x6/W2.9xW2.9 W.W.F. CENTERED IN MIDDLE OF SLAB. 3. PLACE SLAB -ON -GRADE OVER 4 INCH THICK LAYER OF FREE - DRAINING GRAVEL AS SPECIFIED AND APPROVED BY THE GEOTECHNICAL ENGINEER. RE: PROJECT SOILS REPORT FOR ADDITIONAL REQUIREMENTS. 4. LOCATE SLAB -ON -GRADE CONTROL AND CONSTRUCTION JOINTS TO CREATE APPROXIMATELY SQUARE PANELS MEASURING LESS THAN 200 SQUARE FEET IN AREA. LOCATE JOINTS ON COLUMN CENTERLINES WHERE POSSIBLE. SUBMIT PROPOSED CONTROL AND CONSTRUCTION JOINT PLAN FOR REVIEW AND APPROVAL TWO (2) WEEKS PRIOR TO CONSTRUCTION, T 0 G 5. TOP OF CONCRETE SLAB ELEVATION NOTED THUS: Q� ON PLAN, 6. FOOTING TYPE INDICATED THUS:OON PLAN. XX' T.Q.F. - -XX" 7. TOP OF FOOTING ELEVATION NOTED THUS: ON PLAN. XX' -XX" 8. CENTER FOOTINGS UNDER WALLS AND COLUMNS UNLESS DIMENSIONED OTHERWISE ON PLAN. T.O.W. 9. TOP OF WALL ELEVATION INDICATED THUS: ON PLAN. XX - -XX" B .O.W. 10. BOTTOM OF WALL ELEVATION INDICATED THUS:} ON PLAN. XX' -XX' 11. STEP IN BOTTOM OF WALL INDICATED THUS: --< ON PLAN. 12. STEP IN TOP OF WALL INDICATED THUS: -, ON PLAN. 13. RE: ARCH. FOR LOCATION AND SIZE OF OPENINGS IN WALLS. U C VJ U 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com U) LU 0 LU O 0 1 LU 1 0 LU r w J 0 0 1 , O *v .. number 0.0 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Slope Roof 0423.07 Clarification A Revised 12. 14.07 Permit sheet number FOUNDATION PLAN &.- S2.01 ---.A N 0 4 MARK 4 I B1 B2 M Q - M f L Q z I i - I - — 4 K G 4 - - Y m 1 3 6 2 4 5 4' -1" 2' -8" 3'4" 4'4 2'4" i I I I I 1 I 00 Lij co 0 0 w 0 �- 0 0 V) 0 z 0 0 Cn 0 z L0 W D - C - v, B - M A.5 CV Imo, � w / 8 10 12 16 ( 20 ( 23 ") 6.9 T2'-O"3'-O 9 9.85 11 13 14 15 17 18 19 21 22 9' -0" " 101.01. 7'-1Y 5' 0" 9' -0" 4' -0" 5' -6" 8' -6" 14' -0" 1 , 0, 2' -0" 13' -0" 2' -0" 6-0" 7 1 '' 0 ' 14' -0" 1 10%" ( ( I I I I I i (E)1}4 "W x4' -8 "L x1' 4"D PIER CAP - T.O.C. = 50' -0" (E) 1 "sq PEDESTAL I I I I I II I I I i I (E) 14 "sq PEDESTAL (E) 1'4"W x4' -8 "L x1' "D I 1 I PIER CAP - T.O.C. = 150' -0" I I 1 —� - -_ - -- - - - - - -- 1::1 - - - - -- — L _ I I I I ( I DEMO I I I I 9 ,. 9 „ BOX HEADER TABLE 4 MARK 4 I B1 B2 {2) 6 "CSJ X 16GA {2) 6 "CSJ X 16CA Q 05.15.06 G f - Q z I i - I - — 4 90'-6" G 4 - - 1ST FLOOR I F.9 i J o F.7 CV 111' -9" _ 1 N F - - 8077'4 3/16" (8077.35') 0 00 Lij co 0 0 w 0 �- 0 0 V) 0 z 0 0 Cn 0 z L0 W D - C - v, B - M A.5 CV Imo, � w / 8 10 12 16 ( 20 ( 23 ") 6.9 T2'-O"3'-O 9 9.85 11 13 14 15 17 18 19 21 22 9' -0" " 101.01. 7'-1Y 5' 0" 9' -0" 4' -0" 5' -6" 8' -6" 14' -0" 1 , 0, 2' -0" 13' -0" 2' -0" 6-0" 7 1 '' 0 ' 14' -0" 1 10%" ( ( I I I I I i (E)1}4 "W x4' -8 "L x1' 4"D PIER CAP - T.O.C. = 50' -0" (E) 1 "sq PEDESTAL I I I I I II I I I i I (E) 14 "sq PEDESTAL (E) 1'4"W x4' -8 "L x1' "D I 1 I PIER CAP - T.O.C. = 150' -0" I I 1 —� - -_ - -- - - - - - -- 1::1 - - - - -- — L _ I I I I ( I DEMO I I I I 9 ,. 9 „ 25 28 30 24 27 29 31 32 I 4' -0" 3' -6" 2' -0" 2' -0 "I 2' -8" 2 -2/ I E I i i I I I I CV 0 Cfl 4 N t`- BOX HEADER TABLE NEW CONST MARK BEAM TRACKS T &B B1 B2 {2) 6 "CSJ X 16GA {2) 6 "CSJ X 16CA 6 "TSB X 20GA 3 SB X 2i }GA 25 28 30 24 27 29 31 32 I 4' -0" 3' -6" 2' -0" 2' -0 "I 2' -8" 2 -2/ I E I i i I I I I CV 0 Cfl 4 N t`- ELEVATIONS SHOWN ON THIS SHEET MATCH ORIGINAL CONSTRUCTION DOCUMENTS. DATUM RELATIONSHIP IS AS FOLLOWS: LEVEL ORIGINAL CONST NEW CONST NEW REFERENCE ELEV 1 I I SUBBASEMENT 32' -0" 82' -0" 8037'-13/16" (8037.10') 05.15.06 �J f - 36' -0" I i - I - — — Cv 90'-6" CV Permit Set 1ST FLOOR I r i J o 2ND FLOOR CV 111' -9" _ 1 N 72' -3" LO 8077'4 3/16" (8077.35') 0 I 82' -9" - — 4 0 CV N/A 142' -9" 8097' -10 3/16" (8097.85') I i - 152' -2" I 8107' -3 3/16" (8107.27') I t4' I I I I ELEVATIONS SHOWN ON THIS SHEET MATCH ORIGINAL CONSTRUCTION DOCUMENTS. DATUM RELATIONSHIP IS AS FOLLOWS: LEVEL ORIGINAL CONST NEW CONST NEW REFERENCE ELEV FLOOR TO FLOOR SUBBASEMENT 32' -0" 82' -0" 8037'-13/16" (8037.10') 05.15.06 DD Set f BASEMENT 36' -0" 86' -0" 8041'-13/16" (8041.10') BASEMENT LOFT N/A 90'-6" 8045' -7 3/16" (8045.60') Permit Set 1ST FLOOR 50' -0" 100' - 0 " 8055' -1 3/16" (8055.10') T 2ND FLOOR 61'4" 111' -9" 8066' -10 3/16" (8066.85') a 3RD FLOOR 72' -3" 122' -3" 8077'4 3/16" (8077.35') 01.14.08 4TH FLOOR 82' -9" 132' -9" 8087' -10 3/16" (8087.85') 4 0 5TH FLOOR N/A 142' -9" 8097' -10 3/16" (8097.85') ROOF i NIA - 152' -2" I 8107' -3 3/16" (8107.27') M BASEMENT LOFT PLAN 1/8" =1' -0" I BASEMENT LOFT NOTES: 1. FLOOR CONSTRUCTION TO BE 8" THICK ONE -WAY CONCRETE SLAB, SUPPORTED ON METAL STUD BEARING WALLS. SUPPORTED ON EXISTING SLAB -ON -GRADE AT EL = 32' -0". 5w VJ U 137 main street, suite 0004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com 0 UJ U Z W U J > a! 0 Q Z Q W D` UJ >0 Q J 0 V W u) n Q W J Q Q a> � M 7 Q V v ® 13673 job number 04070 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Slope Roof 04.23.07 Clarification A Revised 12.14.07 Revised 4 01.14.08 erm Permit it Response sheet number UPPER GARDEN LEVEL S2.02 4'�8�3' -4� 2 114" 1 I ELEVATIONS SHOWN ON THIS SHEET MATCH ORIGINAL CONSTRUCTION DOCUMENTS DATUM RELATIONSHIP IS AS FOLLOWS, LEVEL ORIGINAL CONST NEW CONST NEW REFERENCE ELEV FLOOR TO FLOOR SUBBASEMENT 32' -0" 82' -0" 8037' -1 3116" (8037 10') z BASEMENT 36-0" 86' -0" 8041' -1 3!113" (80 41 10') 0 BASEMENT LOFT NIA 90' -6" 8045' -7 3/113" (8045.60') r J 4 � <o 1ST FLOOR 50' -0" 100' -0" 8055' -1 31113" (8055.10') m 2ND FLOOR 61' -9" 111' -9" 8066' - 103116" (8066.85) <9 3RD FLOOR 72' -3" 122' -3" 8077' -4 3/13" (8077 36) 0 4TH FLOOR 82' -9" 132' -9" 8087' -10 3116" (8087 85) 0 C? 5TH FLOOR NIA 142' -9" 8097' - 103/16" (8097.85') 0 ROOF NIA 152' -2" 8107' -3 3/13" (8107.27') rn U V1 V W 137 main street, suite G004 box 5055 edwards, coiorado 81632 970.926.2622 rkd@rkdarch.com 0 z UJ W t 0 UJ i W < r J ' 0 W CIO LU .1 J i FIRST LEVEL PLA 1J8 = 1' -0" FIRST LEVEL NOTES 1 TOP OF CONCRETE SLAB = 100' -0" UNLESS NOTED OTHERWISE 2 TOP OF STEEL = 99' -7 1/2" UNLESS NOTED OTHERWISE 3 FLOOR DESIGN CRITERIA DL = 50 PSF SUPERIMPOSED DL = 10 PS= LL = 100 PSF LL DEFLECTION < L1600 TL DEFLECTION < L1240 4 STRUCTURAL DECK IS 2 "x20 GA COMPOSITE METAL DECK PLUS 2 1/2" NORMAL WEIGHT CONCRETE (4 112" TOTAL THICKNESS) 5. DECK SPAN DIRECTION INDICATED THUS ON PLAN 6 INDICATES EXTEFIOR DECK 7 INDICATES STEEL BRACING ABOVE FLOOR. INDICATES STEEL BRACING BELOW FLOOR 8. ARCHITECTURAL FLOOR PLAN IS SHOWN FOR FLOOR ABOVE. 9. O INDICATES STRENGTHENING AT EXISTING BEAM PER SHEET S7 02 O INDICATES STRENGTHENING AT EXISTING BEAM WITH Wx BELOW PER PER PLAN AND DETAILS. 10 ALL BEAMS ARE SPACED AT 6' -6" UNLESS NOTED OTHERWISE U� N Q U STAMP OF RECORD: 13673 job number 04070 issue date DRB sub 03.27.06 for contr 03.29.06 interim 06.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Still Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Sloped Roof 04.23.07 Clarification Revised 12.14.07 9 7 Permit Revised Permit 01.14.08 10 Res once sheet number FIRST LEVEL PLAN L' S2.11 6.9 7 (:9 9.85 T(7. 2 �� 2''0lJ/Cr i01011 | �� IMMO .| 51-101 2 21 22 \4' 0^ 25 (28 30 y ' 24�j 27 29 31 C32 4'- 0" 3' - 6') 2 0` 2'- 8" 2 i/4" ORIGINAL CONST NEW CONST NEW REFERENCE ELEV FLOOR TO FLOOR SUBBASEMENT 32'-0 � Final DRB sub �W1�w |\[ | || || (E) 1 � >|� ||| (E) W | (E) 12x 14 | |i | 2 )Y( (E) W 12 x 1 8045-7 3/16' (8045 60') Permit Set | Sti Detailing 02.23.07 Construction Set 04.02,07 (E) 12K ! 112x3 U (E) 12K3 Revised A 12.14.07 Permit 6.9 7 (:9 9.85 T(7. 2 �� 2''0lJ/Cr i01011 | �� IMMO .| 51-101 2 21 22 \4' 0^ 25 (28 30 y ' 24�j 27 29 31 C32 4'- 0" 3' - 6') 2 0` 2'- 8" 2 i/4" ELEVATIONS SHOWN 0w THIS SHEET MATCH VR|8|wxL CONSTRUCTION DOCUMENTS DATUM RELATIONSHIP IS AS FOLLOWS LEVEL ORIGINAL CONST NEW CONST NEW REFERENCE ELEV FLOOR TO FLOOR SUBBASEMENT 32'-0 � Final DRB sub �W1�w |\[ | || || (E) 1 � >|� ||| (E) W | (E) 12x 14 | |i | BASEMENT LOFT | (E) W 12 x 1 8045-7 3/16' (8045 60') Permit Set | Sti Detailing 02.23.07 Construction Set 04.02,07 (E) 12K ! 112x3 U (E) 12K3 ELEVATIONS SHOWN 0w THIS SHEET MATCH VR|8|wxL CONSTRUCTION DOCUMENTS DATUM RELATIONSHIP IS AS FOLLOWS LEVEL ORIGINAL CONST NEW CONST NEW REFERENCE ELEV FLOOR TO FLOOR SUBBASEMENT 32'-0 82'_0 Final DRB sub 06.15.06 BASEMENT 36-0 86-0 8041 3116" (8041,10) Stl Mill Order 2 12.27.06 BASEMENT LOFT N/A 90 8045-7 3/16' (8045 60') Permit Set 01.29.07 Sti Detailing 02.23.07 Construction Set 04.02,07 Sloped Roof 04.23.07 Clarification Revised A 12.14.07 Permit _1 k1l 3: _- _- . / (E) 1 2K3 | | | �—� V� 0xi �/ '~`' Co | | ' -' "^ / | °" ^ '° (E) 101<1 (t) i0xi (E) � ic' (E) 1 ' | | ! | V� { cxa | | | (E) 121<3 | | | | | | | } | _ — { � _ .... | ' i | � .� .... co B 3z q — t 1 11 4k— , 9 CD CD 9 CID STAIR A C? 78k W18x40 [141 35k WiOX12 Sim W40x12 AS (E) BRIDGE S5.14 X CID In 26 [121 G CD V 161k 29k UP l2k W12X19 [81 7: 15k 76k -1 G L0 T' 5'- 0" 5'- 3" 5'- 3" 5'- 0" 5'- 0" 4'- 6" 5'- 0 1/' Z' 31�' A 2 X co co Olt 9 25k S5.14 I 19k JP 30 [201 S5L 14 W8x10 SLOPED SIM 3;: EA ROOF E CD yp CD X X S5 14 C) W12X22 '�3k �2 W12x26 VV18 1 [5 5 ��12x2i UH �Xl T4 ))7 rA IT am x35 (D 26k 12 W1245 [101 i5 l zo W8Xl0 UN.0, 0 (112'8 7/8') ..... ...... �J � � � :' � : :q, CD CD C) 4 1/4" A A2 CD 12k 12 W 1 x 19 .8 72k 66k | | | | | VV12xl4 SLOPED 1Z _72k UA A2 2 A Al ROOF A HSS12x6x.250 EIEN�� 4'_ G, 4'- 0' 0 13' - 0" 14' � 15' - 0" 15' 4'- 4 3/4" 1 4��l 1 1141 6' 8" 2' H8S12x4v250 ' ' ' ' ' ' - 2 4 5 6-2) 7 9 9.5 ri _1_ rl 3) 14.2 15 rl 7) 19 20.6 22 3.1 23.5 24 26 28 31 32 13 14 2) ( | �� / 4' CO| 1/� i� |4' 0" ���/���hJ�� LEVEL [3hq� "�A_v���|��� ��_���� r��J� 1X8" ~ /`8^ SECOND LEVEL NOTES: 1, TOP OF STEEL ~ Ii0'-i1 3/4 UNLESS NOTED OTHERWISE, 2, FLOOR DESIGN CRITERIA: Cx ~50PSF SUPERIMPOSED DL~40p8p LL~*OP8F LL DEFLECTION 1:L/600 TL DEFLECTION :5 L/240 3� STRUCTURAL DECK |S2^x20GxCOMPOSITE METAL DECK PLUS 2 1/2^ w0RM*/ WEIGHT CONCRETE (4 1/2` TOTAL THICKNESS) 4. DECK SPAN DIRECTION INDICATED THUS: ON PLAN 5 INDICATES EXTERIOR DECK 0. INDICATES MECHANICAL HvAC Vw|r BELOW FLOOR 7. ~_ _~ INDICATES STEEL BRACING ABOVE FLOOR =--' INDICATES STEEL BRACING BELOW FLOOR 8� FOR ROOF PLAN NOTES, RE: S221 0 ARCHITECTURAL FLOOR PLAN IS SHOWN FOR FLOOR ABOVE. | 10 ALL BEAMS ARE SPACED AT0'-0^ UNLESS NOTED OTHERWISE. | ~~�^ 137 main street, suite G0V4 box 5055 odwmnim.00|oxmdo 81832 970,9282622 U) UJ LU 0 LU < 'J K � vv job number 04070 issue date DRB sub 03.27.06 interim 05.09.06 Final DRB sub 06.15.06 DD Set 10.23.06 Stl Mill Order 1 1 2.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Sti Detailing 02.23.07 Construction Set 04.02,07 Sloped Roof 04.23.07 Clarification Revised A 12.14.07 Permit sheet number SECOND LEVEL PLAN S2.12