HomeMy WebLinkAboutB12-0040 - REV3 - 052912 PLANS approvedBy David Rhoades at 7:53 am, May 29, 2012
By David Rhoades at 7:53 am, May 29, 2012
By David Rhoades at 7:53 am, May 29, 2012
By David Rhoades at 7:53 am, May 29, 2012
By David Rhoades at 7:53 am, May 29, 2012
By David Rhoades at 7:54 am, May 29, 2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 11:18 am, Jun 13, 2012
By David Rhoades at 7:54 am, May 29, 2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 11:18 am, Jun 13, 2012
By David Rhoades at 7:54 am, May 29, 2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 11:17 am, Jun 13, 2012
By David Rhoades at 7:54 am, May 29, 2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 11:17 am, Jun 13, 2012
By David Rhoades at 7:54 am, May 29, 2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 11:17 am, Jun 13, 2012
A A B B C C D D E E F F 6 6 7 7 8 8 9 9 10 10 11 11 4'-0"25'-0"5'-6"5'-6"8'-0"48'-0"A S5.1 _______________________B S5.1 _______________________C S5.1 _______________________D S5.1 _______________________T.O.C.8127'-2"DEMO (E) 8" CONC WALL HSS4x4x1/4 TYPE B HSS4x4x1/4 TYPE C H S S 4 x 4 x 1 /4 TYPE B HSS4x4x1/4 TYPE E H SS4x4x 1 /4 T YP E E HSS 4x 4x1/4 TYPE A HSS 4x 4x1/4 TYPE A HSS 6x 6x1/4 FLOOR EDGE ABOVE + PATIO SLAB EDGE W1 W1 W1 W1 A S5.1 +_______________________T.O.C.8123'-2"UP _______S5.1 F H S5.1 ______________________________S5.1 G C S0.2 _______________________T.O.C.8127'-2"C S0.2 _______________________T.O.C.8127'-2"T.O.C.8120'-8"HSS4x4x1/4 TYPE A HSS 4x 4x1/4 TYPE A H SS4x4x 1 /4 T YP E A 4'-0"11'-0"14'-0"5'-6"5'-6"8'-0"C S5.1 +_______________________3"7"11'-10"7'-7"13'-7"3'-0"3'-0"x3'-0"x1'-0" THICK FOOTING W/ (4) #5 EACH WAY @ BOTTOM H SS4x4x 1 /4 T YP E D H SS4x4x 1 /4 T YP E B 10.4 10.4 B.4 B.4 6"L S5.1 _______________________J S5.1 _______________________J S5.1 +_______________________3'-6"1'-11"K S5.1 _______________________H SS3x3x 1 /4 1'-11"4'-3"4'-3"2'-6"x2'-6"x1'-0" THICK FOOTING W/ (3) #5 EA WAY @ BOTTOM 5'-9 3/4"6'-8 5/8"1'-2"7'-7 3/4"5'-5 1/8"5'-0"6'-8"6'-5 1/8"5'-11 5/8"EXISTING SANITARY MANHOLE 10.9 10.9 12'-6"12'-6"5'-0"20'-0"8'-0"10'-7"1'-5"2 2 2 2 2 2 2 2 2 2 2 T.O.W.8127'-2"T.O.F.8122'-10"TYP U.N.O.TYP U.N.O.2 (E)T.O.F.8120'-10"TO MATCH (E)T.O.F.TO MATCH (E)T.O.F.2 2 2 FOUNDATION PLAN NOTES :1.SLAB-ON-GRADE TO BE 4" THICK OVER 15 MIL VAPOR BARR IER OVER 8" OF FREE DRAINING GRAVEL.2.REINFORCE SLAB-ON-GRADE WITH 6x6-W2.1xW2.1 WWF @ CE NTER OF SLAB REI | STRUCTURAL 1801 Broadway, Suite 250 Denver, CO 80202 (303) 575-9510 JOB NO:SHEET NO:PLOT DATE & TIME:INASMUCH AS THE REMODELING AND/OR REHABILITATION OF THE EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTION S BE MADE BY THE ARCHITECT REGARDING EXISTING CONDITI ONS,AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT THE OWNER'S EXPENDING SUBSTANTIA L SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE STRUCTURE, THE OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD HARMLESS THE ARCHITECT, ITS OFFI CERS,DIRECTORS, OWNERS, EMPLOYEES, SUB-CONSULTANTS,SUCCESSORS AND ASSIGNS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSES, CAUSES OF ACTION, DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY S'FEES AND DEFENSE COSTS, WHICH ANY OF THE FOREGOING PARTIES MAY INCUR ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE SOLELY T O THE RECKLESSNESS OR WILLFUL MISCONDUCT BY THE ARCHITECT COPYRIGHT - ALL RIGHTS RESERVED.THIS DESIGN, INCLUDING ALL DRAWINGS, HAS BEEN PREPARED FOR THE SPECIFIC CLIENT AND SITE AND AS SUCH ARE THE INSTRUMENTS OF PROFESSIONALLY CONTRACTED SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS DESIGN REMAINS THE INTELLECTUAL PROPERTY OF THE ARCHITECT:SNOWDON AND HOPKINS, ARCHITECTS, P.C.ANY REPRODUCTION OR USE OF THESE DRAWINGS FOR DISTRIBUTION, INCLUSION,EVALUATION OR CONSTRUCTION REGARDING ANY OTHER SITE, OR DESIGN, IS STRICTLY PROHIBITED WITHOUT PRIOR AND EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.Date Job Number Snowdon and Hopkins • Architects, P.C.P.O. BOX 3340 Vail, Colorado 81658 970-476-2201 FAX 476-7491 3/7/12 PERMIT SET 4/17/12 4/18/2012 2:38:38 PM L O T 5 , A R E S U B D I V I S I O N O F L O T 1 , B L O C K 1 ,V A I L /L I O N S H E A D S E C O N D F I L I N G 2 9 2 W E S T M E A D O W D R I V E V A I L , C O L O R A D O 11067.0 S2.1 S2.1 V A I L P U B L I C L I B R A R Y R E M O D E L #11067.0 FOUNDATION PLAN N 1/4" = 1'-0"FOUNDATION PLAN 2 By David Rhoades at 7:54 am, May 29, 2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 11:17 am, Jun 13, 2012
A A B B C C D D E E F F 6 6 7 7 8 8 9 9 10 10 11 11 W10x19 W8x15 W8x15 W10x22 (8137'-10")W8x15 (8136'-2 1/2")W8x15 (8136'-2 1/2")W8x15 W8x15 W8x15 W12x26 (8136'-2 1/2")W10x22 (8137'-8")HSS14x4x3/8 W10x26 C10X15.3 W10x26 W10x19 (8136'-2 1/2")W10x19 (8136'-2 1/2")W8x15 W8x15 (8136'-2 1/2")W8x15 (8136'-2 1/2")A S5.2 _______________________B S5.2 _______________________T.O.C.8136'-6 1/2"T.O.C.8136'-10"WALL BELOW DEMO'D DEMO (E) DECK HSS5x5x1/4 DEMO POST UP 2VL120 DECK +2" CONC (4" TOTAL)H S S 5 x 5 x 1 /4 C10X15.3 (8136'-2 1/2")DOWN T.O.W.8137'-11 1/4"T.O.W.8137'-11 1/4"8136'-10"(E) W6x20 (E) W6x20 (E) W6x20 7'-6"3'-3 1/2"9'-2 1/2"7"7'-5"12'-0"4'-0"11'-0"14'-0"5'-6"5'-6"5'-10 1/2"7'-10 1/2"4 1/2"HSS 4x 4x1/4 OPEN BEAM ABOVE C8X11.5 (8133'-8")MC12x10.6 MC12x W8x15 3 1/2" STEP 5'-7"11'-0"T.O.C.8136'-6 1/2"7"5'-5"6'-5"5'-8 1/2"1'-10 1/2"MC12X10.6 (8133'-8")T.O.C.8134'-0"CONC FILLED METAL PAN TREADS W/ CLOSED RISERS (TYP)MC12x10.6 ~ TYP STRINGER L3x3x1/4 DECK ANGLE @ (E) WALL (TOS = 8133'-8")MC12x F S5.2 _______________________W10x19 10.4 10.4 B.4 B.4 _______S5.2 C D S5.2 ______________________________S5.2 E G S5.2 _______________________V=22k V=10k H S5.2 ______________________________S5.2 J K S5.3 _______________________10.9 10.9 6"4"3"8'-2"12'-6"12'-6"5'-0"20'-0"8'-0"10'-7"1'-5"2 2 2 2 2 BACK OF MC12 UPPER LEVEL NOTES :1.ELEVATED SLAB TO BE 2" NORMAL WEIGHT CONCRETE OVER 2"x22GA COMPOSITE SLAB (4" TOTAL)WITH 6x6-W2.1xW2.1 W.W.F.2.T.O.C. = 8136'-10" U.N.O.3.T.O.S. = 8136'-6" U.N.O.REI | STRUCTURAL 1801 Broadway, Suite 250 Denver, CO 80202 (303) 575-9510 JOB NO:SHEET NO:PLOT DATE & TIME:INASMUCH AS THE REMODELING AND/OR REHABILITATION OF THE EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTION S BE MADE BY THE ARCHITECT REGARDING EXISTING CONDITI ONS,AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT THE OWNER'S EXPENDING SUBSTANTIA L SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE STRUCTURE, THE OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD HARMLESS THE ARCHITECT, ITS OFFI CERS,DIRECTORS, OWNERS, EMPLOYEES, SUB-CONSULTANTS,SUCCESSORS AND ASSIGNS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSES, CAUSES OF ACTION, DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY S'FEES AND DEFENSE COSTS, WHICH ANY OF THE FOREGOING PARTIES MAY INCUR ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE SOLELY T O THE RECKLESSNESS OR WILLFUL MISCONDUCT BY THE ARCHITECT COPYRIGHT - ALL RIGHTS RESERVED.THIS DESIGN, INCLUDING ALL DRAWINGS, HAS BEEN PREPARED FOR THE SPECIFIC CLIENT AND SITE AND AS SUCH ARE THE INSTRUMENTS OF PROFESSIONALLY CONTRACTED SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS DESIGN REMAINS THE INTELLECTUAL PROPERTY OF THE ARCHITECT:SNOWDON AND HOPKINS, ARCHITECTS, P.C.ANY REPRODUCTION OR USE OF THESE DRAWINGS FOR DISTRIBUTION, INCLUSION,EVALUATION OR CONSTRUCTION REGARDING ANY OTHER SITE, OR DESIGN, IS STRICTLY PROHIBITED WITHOUT PRIOR AND EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.Date Job Number Snowdon and Hopkins • Architects, P.C.P.O. BOX 3340 Vail, Colorado 81658 970-476-2201 FAX 476-7491 3/7/12 PERMIT SET 4/17/12 4/18/2012 2:38:39 PM L O T 5 , A R E S U B D I V I S I O N O F L O T 1 , B L O C K 1 ,V A I L /L I O N S H E A D S E C O N D F I L I N G 2 9 2 W E S T M E A D O W D R I V E V A I L , C O L O R A D O 11067.0 S2.2 S2.2 V A I L P U B L I C L I B R A R Y R E M O D E L #11067.0 UPPER LEVEL FRAMING PLAN N 1/4" = 1'-0"UPPER LEVEL FRAMING PLAN 2 By David Rhoades at 7:54 am, May 29, 2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 11:17 am, Jun 13, 2012
A A B B C C D D E E F F 6 6 7 7 8 8 9 9 10 10 11 11 W10x19 W10x19 W10x19 W12x22 (8150'-2")W8x15 (8150'-2")W8x15 (8150'-2")W8x15 (8150'-2")W8x15 W14x22 W10x19 W12x26 W12x26 (8153'-2")HSS14x6x1/2 W10x19 C S5.3 _______________________D S5.3 ______________________________S5.3 A HSS6x4x1/4 BENT @ 1 3/4x11 7/8 LVL 24"6:12 (E) 6 3/4"x28 1/2" GLB DEMO POST DOWN (E) 6 3/4"x28 1/2" GLB @ 1 3/4x9 1/4 LVL 24"@ 11 7/8" TJI 210 24"H SS5x5x 1 /4 7"7'-5"4'-0"11'-3"13'-9"5'-6"5'-6"C12X20.7 (8153'-2")W8x21 (8150'-0")HSS4x4x1/4 HANGER HOIST BEAM 2'-8 5/8"8'-3"7'-10 1/2"4 1/2"W8x10 (8150'-2")2'-8 1/2"3'-8 1/2"T.O.W.8150'-0 1/2"(E)H SS5x5x 1 /4 NEW GABLE GLAZING TO MATCH (E)INTERMEDIATE W14x22 SPANDREL (TOS = 8146'-2")E S5.3 _______________________F S5.3 _______________________G S5.3 _______________________H S5.3 _______________________B S5.3 +_______________________10.4 10.4 B.4 B.4 1'-2"21k 15k K S5.3 _______________________E S5.3 +_______________________SIM _______S5.3 L C12X20.7 10.9 10.9 12'-6"12'-6"5'-0"20'-0"8'-0"10'-7"1'-5"2 2 W10x22 (8140'-0")2 ROOF PLAN NOTES :1.ROOF DECK AT ELEVATOR ROOF SHALL BE 1 1/2" TYPE B x 20GAGALVANIZED METAL DECK.2.ROOF DECK AT WOOD RAFTERS SHALL BE 5/8" PLYWOOD.3.T.O.S. = 8148'-8" U.N.O.4.ALL WOOD RAFTERS SHALL BE 1 3/4"x9 1/4" LVL'S @ 24" O.C. U.N.O.REI | STRUCTURAL 1801 Broadway, Suite 250 Denver, CO 80202 (303) 575-9510 JOB NO:SHEET NO:PLOT DATE & TIME:INASMUCH AS THE REMODELING AND/OR REHABILITATION OF THE EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTION S BE MADE BY THE ARCHITECT REGARDING EXISTING CONDITI ONS,AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT THE OWNER'S EXPENDING SUBSTANTIA L SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE STRUCTURE, THE OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD HARMLESS THE ARCHITECT, ITS OFFI CERS,DIRECTORS, OWNERS, EMPLOYEES, SUB-CONSULTANTS,SUCCESSORS AND ASSIGNS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSES, CAUSES OF ACTION, DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY S'FEES AND DEFENSE COSTS, WHICH ANY OF THE FOREGOING PARTIES MAY INCUR ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE SOLELY T O THE RECKLESSNESS OR WILLFUL MISCONDUCT BY THE ARCHITECT COPYRIGHT - ALL RIGHTS RESERVED.THIS DESIGN, INCLUDING ALL DRAWINGS, HAS BEEN PREPARED FOR THE SPECIFIC CLIENT AND SITE AND AS SUCH ARE THE INSTRUMENTS OF PROFESSIONALLY CONTRACTED SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS DESIGN REMAINS THE INTELLECTUAL PROPERTY OF THE ARCHITECT:SNOWDON AND HOPKINS, ARCHITECTS, P.C.ANY REPRODUCTION OR USE OF THESE DRAWINGS FOR DISTRIBUTION, INCLUSION,EVALUATION OR CONSTRUCTION REGARDING ANY OTHER SITE, OR DESIGN, IS STRICTLY PROHIBITED WITHOUT PRIOR AND EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.Date Job Number Snowdon and Hopkins • Architects, P.C.P.O. BOX 3340 Vail, Colorado 81658 970-476-2201 FAX 476-7491 3/7/12 PERMIT SET 4/17/12 4/18/2012 2:38:39 PM L O T 5 , A R E S U B D I V I S I O N O F L O T 1 , B L O C K 1 ,V A I L /L I O N S H E A D S E C O N D F I L I N G 2 9 2 W E S T M E A D O W D R I V E V A I L , C O L O R A D O 11067.0 S2.3 S2.3 V A I L P U B L I C L I B R A R Y R E M O D E L #11067.0 ROOF FRAMING PLAN N 1/4" = 1'-0"ROOF FRAMIG PLAN 2 By David Rhoades at 7:54 am, May 29, 2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 11:17 am, Jun 13, 2012
10 8122'-10"8127'-2"4"6" METAL STUD WALL 8" CONC WALL W/ #5 @ 24" VERT & #4 @ 16" HORIZ 4'-4"1'-0"7 1/4"3"4"2"#5 DOWELS x 20" @ VERTS CONT FOOTING W/ (3) #4 LONG & #4 TRANS @ 24"EXTERIOR PAVING/GRADE 2 6" METAL STUD WALL 8" CONC WALL ~ RE: A/S5.1 12"x20" FOOTING ~ REINF PER A/S5.1 1'-0"4'-4"8127'-2"8"6" CMU W/ #4 @ 48" VERT STANDARD WEIGHT HJR @ 16" GROUT ALL CELLS VENEER TIES @ 16"O.C. EACH WAY 10.9 2 8" CONC WALL ~ RE: A/S5.1 8127'-2"4'-4"1'-0"10.9 2 E 6"6"4'-4"1'-0"1'-0"2'-0"1'-6"8127'-2"8120'-10"STONE VENEER 6" CMU FOOTING ~ STEP DOWN @ (E)2 TYPE A 2 1/2"3 1/2"3"1 1/2"TYPE B 2 1/2"2 1/2"1 1/2"3"3 1/2"3 1/2"3"1 1/2"3/16 TYPE C 2 1/2"2 1/2"2 1/2"3 1/2"3"3"3"1 1/2"PL1/2"x5"x1'-4"TYPE D PL1/2"x5"x1'-4 1/2"3/16 1 1/2"3 1/2"3 1/2"1 1/2"1 1/2"3 1/2"3 1/2"1 1/2"3/16 PL1/2"x10"x10"TYPE E 1 1/2"3 1/2"2 1/2"1 1/2"3 1/2"3 1/2"1 1/2"3/16 PL1/2"x8"x0'-10"W/ (4) 3/4"ø A.B.2 1/2"2 1/2"2 1/2"2 1/2"3/16 PL1/2"B 10 4"3"5"3"1"4"4"2"2"4"2"2"T.O.W.8127'-2"8126'-6 3/4"6" METAL STUD WALL (4) #5 VERT + #3 TIES @ 12" O.C.B H S5.1 _______________________3"1/2" ISOLATION MATERIAL THICKENED EDGE @ PATIO SLAB 16"x16"PEDESTAL 10.4 12" ARCHITECTURAL WRAP 2"CL POST & PEDESTAL 6"2"8"7"7"2 2 1'-0"5'-6"1'-0"8127'-1"3" CLR 12"ø WRAP HSS4x4 CLOSURE POUR 1" GROUT 1'-4"x1'-4" PEDESTAL W/(8) #5 VERT & #3 TIES @ 12"#5 DOWELS x 20 @ VERTS FOOTING ~ RE: PLAN 10.4 8"8"2"SLAB W/ THICKENED EDGE 2 10 2'-7"MATCH (E)18"±MATCH (E)3" CLR 6"8"2'-0"3"4"6"HSS4x 12"x12" CLOSURE POUR 1'-3" WIDE PILASTER:(6) #6 VERT + #4 TIES x@ 12"(2) #5 DOWELS x18" @ TOP,MIDDLE & BOTTOM ~ DRILL 3/4"ø HOLE & EPOXY GROUT (2) #6 LONGITUDINAL #5 @ 12" O.C. ~ DRILL 3/4"ø HOLE & EPOXY GROUT RE: PLAN 3" CLR 1'-0"8"HSS POST ~ RE: PLAN CONC CLOSURE POUR 4" SLAB-ON-GRADE 16"sq CONC PEDESTAL W/ (4) #6 VERT + #4 TIES x@ 12"FOOTING ~ RE: PLAN 2 10.4 4'-0"2'-6"2'-0" sq 6" METAL STUDS #5 @ 12" EA WAY CENTERED WALL BEYOND #4x 16"@ 12"#4 DROP T.O.W. @ DOOR DOOR SILL ANGLE W/ELEV SUPPLIER ~ 3/4"ø x4 3/4" EMBED HILTI KWIK BOLT 3 @ 24" MAX 1 1/2"2"24"#5 @ 12" EA WAY CENTERED 2 2 2 8" CONC SLAB 2 2"8"REI | STRUCTURAL 1801 Broadway, Suite 250 Denver, CO 80202 (303) 575-9510 JOB NO:SHEET NO:PLOT DATE & TIME:INASMUCH AS THE REMODELING AND/OR REHABILITATION OF THE EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTION S BE MADE BY THE ARCHITECT REGARDING EXISTING CONDITI ONS,AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT THE OWNER'S EXPENDING SUBSTANTIA L SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE STRUCTURE, THE OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD HARMLESS THE ARCHITECT, ITS OFFI CERS,DIRECTORS, OWNERS, EMPLOYEES, SUB-CONSULTANTS,SUCCESSORS AND ASSIGNS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSES, CAUSES OF ACTION, DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY S'FEES AND DEFENSE COSTS, WHICH ANY OF THE FOREGOING PARTIES MAY INCUR ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE SOLELY T O THE RECKLESSNESS OR WILLFUL MISCONDUCT BY THE ARCHITECT COPYRIGHT - ALL RIGHTS RESERVED.THIS DESIGN, INCLUDING ALL DRAWINGS, HAS BEEN PREPARED FOR THE SPECIFIC CLIENT AND SITE AND AS SUCH ARE THE INSTRUMENTS OF PROFESSIONALLY CONTRACTED SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS DESIGN REMAINS THE INTELLECTUAL PROPERTY OF THE ARCHITECT:SNOWDON AND HOPKINS, ARCHITECTS, P.C.ANY REPRODUCTION OR USE OF THESE DRAWINGS FOR DISTRIBUTION, INCLUSION,EVALUATION OR CONSTRUCTION REGARDING ANY OTHER SITE, OR DESIGN, IS STRICTLY PROHIBITED WITHOUT PRIOR AND EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.Date Job Number Snowdon and Hopkins • Architects, P.C.P.O. BOX 3340 Vail, Colorado 81658 970-476-2201 FAX 476-7491 3/7/12 PERMIT SET 4/17/12 4/18/2012 2:38:40 PM L O T 5 , A R E S U B D I V I S I O N O F L O T 1 , B L O C K 1 ,V A I L /L I O N S H E A D S E C O N D F I L I N G 2 9 2 W E S T M E A D O W D R I V E V A I L , C O L O R A D O 11067.0 S5.1 S5.1 V A I L P U B L I C L I B R A R Y R E M O D E L #11067.0 FOUNDATION DETAILS 3/4" = 1'-0"S5.1 A NEW FOOTING @ G.L. 10 & B 3/4" = 1'-0"S5.1 B FOUNDATION @ G.L. 10.9 3/4" = 1'-0"S5.1 C FOUNDATION @ GLASS 3/4" = 1'-0"S5.1 D FOUNDATION @ G.L. 10.9 1 1/2" = 1'-0"S5.1 E BASEPLATES 3/4" = 1'-0"S5.1 F PLAN @ GRIDS B-10 3/4" = 1'-0"S5.1 G PLAN @ B-10.4 3/4" = 1'-0"S5.1 H FOUNDATION @ G.L. B-10.4 3/4" = 1'-0"S5.1 J PEDESTAL & FOOTING @ NEW COLUMN 3/4" = 1'-0"S5.1 K INTERIOR FOOTING 3/4" = 1'-0"S5.1 L ELEVATOR PIT 2 By David Rhoades at 7:54 am, May 29, 2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 11:17 am, Jun 13, 2012
10 3"4"(E) CONC BEAM x24"WIDE ~ FIELD VERIFY HSS14x4 2" CONC + 2" DECK W10x 3/16 PL 3/8x3x6 SHEAR TAB STEEL SHIMS ALLOW 1/8" FOR L8x6x5/8x LENGTH OF CONC BEAM ON DIAG 3/16 TOP &BOTTOM NOTE: CONNECT W10x TO COLUMN BEYOND AS SHOWN THIS DETAIL 8136'-10"2'-0"1'-0 1/2"8"2" DECK + 2" CONC C10x DEMO (E) BALCONY W8x BEYOND 4"5"3/4"ø x4 3/4" EMBED HILTI KWIK BOLT 3 CENTERED IN 2" VERT SLOTS @ 24" O.C.B 8136'-6"HSS4x W8x HSS4x 6"6"3"12"ø O.D. ARCHITECTURAL COLUMN COVER 3/16 1" RETURN TOP &BOTTOM 2 10 B.4 N T S 2 "N T S 2 "1 "A S5.2 +_______________________B S5.2 +_______________________3/16 PL- HSS 3/16 3 SIDES C10x W10x HSS4x PL3/8"x6"x6"FOR BEAM COLUMN CONNECTION ~RE: __/S5.3 L8x6 BELOW 7 "4 "3 1 /2 "8136'-2 1/2"3/162-12 HSS3 1/2x3 1/2x1/4 W8x PAVER SYSTEM ~ RE: ARCH 8136'-6"T.O.S.3 1 /2 "4 "B 10.4 4"4 "HSS4x4x1/4 DOWN HSS4x4 UP 2 "2"F S5.2 +_______________________F A C E O F S T U D W A L L 2 2 11 8137'-8"8137'-10"8134'-0"RE: ARCH 1'-5"6" METAL STUDS W/ 3/4"SLIP @ TOP W10x BUILD OUT W/ CRA 2x2x18GA WINDOW 6" STONE VENEER 10.9 2 10.4 2"1'-0"4 "3 1 /2 "RE: ARCH R E : A R C H 8136'-10"LIGHT GAGE TREADS &RISERS W/ 2" CONC TREADS MC12x ~ STRIP FLANGE EXTEND BUILT-UP WEB & FLANGE AS SHOWN C10x CLW10x 2 2 D E 5'-7"5 1/4"3 "5 '-1 0 "3 "3"5 '-6 "MC12x VERT MC12x10.6 ~TYP STRINGER MC12x VERT MC12x10.6 WELD TO MC12xVERT HSS3x3x1/4 TYP ~BEAR ON SLAB @ 8127'-2"MC12x10.6 C8x11.5 3/16 TYP 1 1 /2 "T.O.S.8133'-8"2 1/4"1 1 /2 "T.O.S.8133'-8"K S5.2 _______________________K S5.2 +_______________________SIM O.H.4 "5 '-0 "9 1/4"6"4'-10 3/4"4"7 "FACE OF STUD FACE OF (E) CONC 2 2 2 2 2 2 2 2 T.O.S.8133'-8"2 3 "1 "3/16 L4x4 TO MC12x VERT L4x4X1/4 L S5.2 _______________________2 2 6"6'-8"4 1/8"FLOOR EDGE ABOVE 5'-10"6"2 2 2 3/16 8134'-0"MC12x STRINGER BEYOND ~ WELD TO UPPER MC12x C8x HSS3x MC12x STRINGER MC12x10.6 VERT B.O.S. = C8x B.O.S.L4x4x1/4 2 2 D 4 "1 1 /2 "FOR ADDITIONAL INFORMATION RE:K/S5.2 8134'-0"T.O.C.MC12x 1 1/2"TO MATCH MC12x REI | STRUCTURAL 1 8 0 1 B r o a d w a y , S u i t e 2 5 0 D e n v e r , C O 8 0 2 0 2 (3 0 3 ) 5 7 5 -9 5 1 0 JOB NO:SHEET NO:PLOT DATE & TIME:INASMUCH AS THE REMODELING AND/OR REHABILITATION OF THE EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTION S BE MADE BY THE ARCHITECT REGARDING EXISTING CONDITI ONS,AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT THE OWNER'S EXPENDING SUBSTANTIA L SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE STRUCTURE, THE OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD HARMLESS THE ARCHITECT, ITS OFFI CERS,DIRECTORS, OWNERS, EMPLOYEES, SUB-CONSULTANTS,SUCCESSORS AND ASSIGNS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSES, CAUSES OF ACTION, DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY S'FEES AND DEFENSE COSTS, WHICH ANY OF THE FOREGOING PARTIES MAY INCUR ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE SOLELY T O THE RECKLESSNESS OR WILLFUL MISCONDUCT BY THE ARCHITECT COPYRIGHT - ALL RIGHTS RESERVED.THIS DESIGN, INCLUDING ALL DRAWINGS, HAS BEEN PREPARED FOR THE SPECIFIC CLIENT AND SITE AND AS SUCH ARE THE INSTRUMENTS OF PROFESSIONALLY CONTRACTED SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS DESIGN REMAINS THE INTELLECTUAL PROPERTY OF THE ARCHITECT:SNOWDON AND HOPKINS, ARCHITECTS, P.C.ANY REPRODUCTION OR USE OF THESE DRAWINGS FOR DISTRIBUTION, INCLUSION,EVALUATION OR CONSTRUCTION REGARDING ANY OTHER SITE, OR DESIGN, IS STRICTLY PROHIBITED WITHOUT PRIOR AND EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.Date Job Number Snowdon and Hopkins • Architects, P.C.P.O. BOX 3340 Vail, Colorado 81658 970-476-2201 FAX 476-7491 3/7/12 PERMIT SET 4/17/12 4/18/2012 2:38:41 PM L O T 5 , A R E S U B D I V I S I O N O F L O T 1 , B L O C K 1 ,V A I L /L I O N S H E A D S E C O N D F I L I N G 2 9 2 W E S T M E A D O W D R I V E V A I L , C O L O R A D O 11067.0 S5.2 S5.2 V A I L P U B L I C L I B R A R Y R E M O D E L #11067.0 FLOOR FRAMING DETAILS 3/4" = 1'-0"S5.2 A HSS18x BEAM @ EXISTING 3/4" = 1'-0"S5.2 B DIAGONAL BEAM @ (E) 3/4" = 1'-0"S5.2 F BEAM / COLUMN @ B-10.4 1 1/2" = 1'-0"S5.2 C PLAN @ B.4-10 3/4" = 1'-0"S5.2 D ELEVATOR BEAM @ PAVERS 3/4" = 1'-0"S5.2 E PLAN @ B-10.4 3/4" = 1'-0"S5.2 G BEAM / STAIR LANDING @ G.L. 11 3/4" = 1'-0"S5.2 H HEAD OF STAIRS 1 1/2" = 1'-0"S5.2 J PLAN @ STAIR LANDING T.O.C. 8134 3/4" = 1'-0"S5.2 K LANDING DETAIL 3/4" = 1'-0"S5.2 L STRINGER DOWN @ LANDING 2 2 By David Rhoades at 7:54 am, May 29, 2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 11:16 am, Jun 13, 2012
10 1'-2"B S5.3 _______________________(E) 6 3/4x28 1/2 GLB HSS14x6 ADD PL1/2"x1'-0" TO (E) PIPE COLUMN ~ FIELD WELD TO PIPE & HSS 14x6 BEAM W14x 3/8" PL HANGER 2 10 AFF 8150'-2"T.O. PARAPET PARAPET BUILT UP ROOF (E) 5 1/8"x15" GLB (E) 6 3/4"x28 1/2" GLB W14x HSS14x6 W/ PL HANGER @ (E) GLB ~ PL3/8"x10"x2'-8" W/(3) ROWS OF LAGS 5/8"ø x4"@ 4" GA 2"4"4"4"3/16 TOP & BOT 7"2 2 1'-1 1/2"1'-3"F.V.3'-0" ±8150'-2"T.O. PARAPET VARIES 11 7/8" TJI W10x 2 C D E 7 3/4"2"4 "W14x22 SPANDREL H S S 6 x 4 x 1 /4 B E N T HSS6x6x1/4 HSS5x5x1/4 8146'-2"T.O.S.8153'-2"T.O.S.VERIFY W/ (E)8150'-0 1/2"(E) T.O.C.3/16 TYP 3/16 TYP FRAME TO MATCH SKYLIGHT BEYOND C12x20.7 BEYOND (2 PLACES)VERIFY W/ (E)CONDITIONS 8" 12"2 2 2 _______S5.3 M 2 C 7 3/4"7 1/2"3"4 1/2"2"8150'-2"8153'-4"3/162-12 1'-2 1/2"GABLE SKYLIGHT BY OTHERS WOOD PLATE & 1/2"PLYWOOD CAP W12x 6" METAL STUD PARAPET @ SOUTH 3 5/8 CSJ x18 GA STUDS @ 16" O.C.W8x HSS4x 6" METAL STUD WALL @ ELEVATOR 3"3"2 VERIFY W/ EXISTING CONDITIONS 2 C 8153'-4"7 3/4"7 1/2"VARIES 8" 12"FOR ADDITIONAL INFORMATION RE:E/S5.3 ELEVATOR WALL BEYOND SLOPED ROOF ELEVATOR PARAPET BEYOND 2 VERIFY W/ EXISTING CONDITIONS 2 2"2'-8 5/8"6" 12"6" METAL STUDS 9 1/4" RAFTERS 6" METAL STUD PARAPET 1 1/2" METAL DECK CL HOIST BEAM 2x PLATE W/ TOP FLANGE HANGERS _______S5.3 J _______S5.3 J +8148'-8"T.O.S.8150'-2"T.O.S.8151'-4 1/2"10.4 2 2 8148'-8"T.O.S.8150'-2"8151'-2"3/16 HSS4x4x1/4 HANGER 11 7/8" LVL RAFTERS W8x W/ SHEAR TAB @ HANGER 6" METAL STUDS 9 1/4" LVL RAFTERS 2x PLATE W/ TOP FLANGE HANGERS (TYP)_______S5.3 J +10.4 2 6" 12"6" METAL STUDS 11 7/8" RAFTERS 1 3/4"x9 1/4" LVL W/(3) #12 TEKS @ EACH STUD SIMPSON FACE HANGER W/SIMPSON SHORTS 420 PLF SIMPSON LSSU FACE HANGER W/ SIMPSON SHORTS 550 PLF 9 1/4" RAFTERS 10.4 1 3/4"x11 7/8" LVL W/(3) #12 TEKS @ EACH STUD 11 3'-0"3"3"6" 12"8140'-0"T.O.S.5/8" PLYWOOD BLOCKING @ EACH JOIST SPACE 11 7/8" LVL SIMPSON H3 @ EACH RAFTER W10x W/ 2x6 PL W/ PAF @ 16"6: METAL STUD WALL W/ 3/4"SLIP @ TOP TRACK BIRDSMOUTH 10.9 2 B 10 7"1"2"2"1 1/2"1 1/2"8148'-8"T.O.S.3/16 PL3/8"x8 1/2"x12"SLOT @ COLUMN 3/16 PL3/8"x3 1/2"x12" W/(4) 3/4"ø BOLTS HSS14x W/ 3/8" END CAP W10x19 W10x19 2 PL 1/2x5x1'-2"PL3/4"x8"x1'-11" W/ (8) 7/8"sq THREADED ROD x3 3/4" EMBED W/ HILTI HY150 OR EQUIVALENT 3/4"ø ERECTION BOLTS IN 13/16"x2" HORIZ SLOTTED HOLES IN PL 6"5"5"5"2" TYP T.O.PL = T.O.S.1 1/2"5/16 5/16 5/16 2 1/4" RETURN TOP & BOT REI | STRUCTURAL 1801 Broadway, Suite 250 Denver, CO 80202 (303) 575-9510 JOB NO:SHEET NO:PLOT DATE & TIME:INASMUCH AS THE REMODELING AND/OR REHABILITATION OF THE EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTION S BE MADE BY THE ARCHITECT REGARDING EXISTING CONDITI ONS,AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT THE OWNER'S EXPENDING SUBSTANTIA L SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE STRUCTURE, THE OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD HARMLESS THE ARCHITECT, ITS OFFI CERS,DIRECTORS, OWNERS, EMPLOYEES, SUB-CONSULTANTS,SUCCESSORS AND ASSIGNS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSES, CAUSES OF ACTION, DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY S'FEES AND DEFENSE COSTS, WHICH ANY OF THE FOREGOING PARTIES MAY INCUR ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE SOLELY T O THE RECKLESSNESS OR WILLFUL MISCONDUCT BY THE ARCHITECT COPYRIGHT - ALL RIGHTS RESERVED.THIS DESIGN, INCLUDING ALL DRAWINGS, HAS BEEN PREPARED FOR THE SPECIFIC CLIENT AND SITE AND AS SUCH ARE THE INSTRUMENTS OF PROFESSIONALLY CONTRACTED SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS DESIGN REMAINS THE INTELLECTUAL PROPERTY OF THE ARCHITECT:SNOWDON AND HOPKINS, ARCHITECTS, P.C.ANY REPRODUCTION OR USE OF THESE DRAWINGS FOR DISTRIBUTION, INCLUSION,EVALUATION OR CONSTRUCTION REGARDING ANY OTHER SITE, OR DESIGN, IS STRICTLY PROHIBITED WITHOUT PRIOR AND EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.Date Job Number Snowdon and Hopkins • Architects, P.C.P.O. BOX 3340 Vail, Colorado 81658 970-476-2201 FAX 476-7491 3/7/12 PERMIT SET 4/17/12 4/18/2012 2:38:42 PM L O T 5 , A R E S U B D I V I S I O N O F L O T 1 , B L O C K 1 ,V A I L /L I O N S H E A D S E C O N D F I L I N G 2 9 2 W E S T M E A D O W D R I V E V A I L , C O L O R A D O 11067.0 S5.3 S5.3 V A I L P U B L I C L I B R A R Y R E M O D E L #11067.0 ROOF FRAMING DETAILS 1 1/2" = 1'-0"S5.3 A PLAN @ ROOF BEAM HANGER 3/4" = 1'-0"S5.3 B GLB HANGER @ G.L. 10 3/4" = 1'-0"S5.3 C NEW ROOF @ DIAGONAL 3/8" = 1'-0"S5.3 D SOUTH END FRAME @ GABLE SKYLIGHT 3/4" = 1'-0"S5.3 E GABLE SKYLIGHT @ ELEVATOR 3/4" = 1'-0"S5.3 F GABLE SKYLIGHT @ SLOPED ROOF 3/8" = 1'-0"S5.3 G ROOF @ ELEVATOR 3/8" = 1'-0"S5.3 H ROOF @ ELEVATOR 3/4" = 1'-0"S5.3 J RAFTERS @ METAL STUD WALL 3/4" = 1'-0"S5.3 K SLOPED RAFTER @ EAVE 1 1/2" = 1'-0"S5.3 L PLAN @ B-10 3/4" = 1'-0"S5.3 M STEEL BEAM TO CONCRETE 2 2 By David Rhoades at 7:54 am, May 29, 2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 11:16 am, Jun 13, 2012