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�OU V a�J V OIJ V ��J <br />e <br />9 9 <br />TYP. <br />T-O" 1'-0"XoII'-0" <br />CS-2.23 OPP 2'-0" <br />01 <br />CA-1.05 <br />T.O.S. ELEV. = 110 4/4" <br />BI <br />T.O.S. g (11 COLUMN <br />e <br />ELEV. = 110'-3Y4" <br />v <br />T.O.S. ELEV. = 110'-4V4" <br />A <br />T.O.S. ELEV.: 110-4'' IL- - <br />�r <br />� <br />T.O.S. COLUMN <br />r <br />ELEV.: 110'-4Ya" I <br />`r <br />T.O.S. ELEV. = 110-4" <br />CS-2.23 <br />T.O.S. ELEV. <br />0 <br />T.O.S. 41 Q, COLUMN <br />e <br />ELEV. = 110'-3" <br />�* <br />TA.S. ELEV. = 110-2! " o <br />Q <br />U <br />SIM. <br />T.O.S. ELEV. = 110'-2 2" - - <br />T.O.S. a t COLUMN )L <br />ELEV. = 110-3" Y <br />T.O.S. ELEV. = 110-3y? - <br />I <br />Q <br />U <br />9'-3" 9 I6 -0" <br />CA-1.1 EIM. <br />T514x3/I(oo I O T56x4x3/1(o =/ <br />10 <br />X X X X - <br />- — - —T <br />— x — — x — x 11.2 <br />x <br />,�•� X <br />T%x43/16 O T5rox4x311rb <br />O <br />56x4x3/I(o O T56x4x3/I(o <br />CS-2.06 <br />- - + - - x - It 0- - <br />12'-0" 12'-0" <br />01 <br />56x4x3/16 O T56x4x3/16 <br />~ FG OF <br />TYP. <br />TS(ox4x3/I(o <br />CANOPY <br />RIDGE <br />rn <br />oQ <br />2'-9" <br />42' -0" <br />T.O.S. o it COLUMN <br />ELEV. = 1104y" <br />T.O.S. ELEV. = 110'-3Y4" <br />FINISH FLOOR <br />ELEV. = 100'-0" <br />I -- <br />CS-2.04 BLDG 5'-3" 9.0 <br />T56x4x3/I(o <br />XX <br />m � <br />TSbx4x3/1(o <br />SIM.XJ <br />2'-0" <br />1'-0" <br />TYP. <br />CA-1.19 HIGH SIM. <br />CS-2.07 HIGH <br />CA-1.05 CS-2.19 LOW <br />to g <br />N <br />O T5(ox4x3/16 O T5(ox4x3/16 O T56x4x3/16 O T5bx4x3/16 <br />Ct <br />X X X X X X X <br />2 x 11 <br />X 3 X 4 - - �- - <br />1 ~ TYP. TYP, TYP. <br />110 TSbx4x3/I6 TS(ox x3/I(o 5 TS(ox4x3/I(o 5 �TS(ox4x3/I6 <br />O O <br />CS-2.07 H113H 8 8 6 <br />CS-2.19 L W CA-1.19 TYP. <br />—11-0 " HIGH <br />TYP. <br />110' -0" <br />141' -0" <br />143' -0" <br />TYP. <br />TS6x4x3/I6 O TS(ox43/16 O TSbx4x3/16 O TS6x4x3/16 O <br />X X X CA X X X X X X <br />�t - - - - - - -i <br />- - - - <br />- -- - 1 2 3-, Nx x <br />fnxa <br />TYP. TYP. ~ rc i <br />T56x4x3/I6 O I T5(ox4x3/1(o O TSbx4x3/I(o O TS(ox4x3/16 \ 0 <br />CA-1.0`. <br />TYP, <br />01 CANOPY PLAN <br />1/Q11 = 11-011 <br />T5(ox4x3/16 <br />TS(ox43/I6 <br />TOP OF PARKING PAVEMENT <br />A55UME ELEV. <br />v <br />N <br />U <br />O TSbx4x3/16 0 <br />K1 c� cl M <br />X X X X <br />- - - X - - - <br />O T5bx4x3/I(o O <br />e <br />KEYNOTE SCHEDULE <br />O1 <br />24 GA METAL DECK PANS REF. SP-1 SECTION 05600 <br />OTS6x4xY4 <br />STEEL COLUMNS REF. SP-1 SECTION 05120 <br />AND SECTION CS-2.07 <br />O3 <br />TS6x4 BEAMS REF. SP-1 SECTION 05120 AND SHEET CS-2 <br />® <br />TS6x4 PURLINS REF. SP-1 SECTION 05120 AND SHEET CS-2 <br />5O <br />PURLIN SPLICE REF. CS-2.02 <br />O6 <br />SCUPPER REF. CA-1.05 POSITION BETWEEN STALLS <br />AT 30- ANGLE FROM COLUMN. TYPICAL AT EACH BAY <br />O7 <br />PYLON TUBE REF, CS-2.23, & CA-1.07 <br />® <br />CLEARANCE SIGN REF. CA-1.14 <br />OFREESTANDING <br />MENU COL., 5'-6" MIN. COL. HT. ABOVE PAVING, <br />2'-6" DEEP DRILLED PIER. REF. CS-2.19 SIM. FOR COL. BASE <br />DTL. REF. CA-1.23 SIM. FOR MENU WIRING DTL. <br />10 <br />2"- OVERFLOW SCUPPER REF. CA-1.05 POSITION EVERY FIFTH <br />STALL AT 30- ANGLE FROM COLUMN ON HIGH SIDE <br />ENGINEERING DATA <br />CANOPY DESIGN DATA <br />FLOOR LIVE LOADS: 50 PSF <br />ROOF LIVE LOAD: 20 PSF <br />ROOF DEAD LOAD: 5 PSF <br />GROUND SNOW LOAD: 0 PSF <br />WIND DESIGN DATA: <br />BASIC WIND SPEED (3 SECOND GUST): 110 MPH <br />WIND IMPORTACE FACTOR = 1.0 <br />WIND EXPOSURE CATEGORY: C <br />BUILDING CATEGORY: II <br />OPEN BUILDING <br />INTERNAL PRESSURE COEFFICIENTS: 0 <br />ALL NEW COMPONENTS AND CLADDING NOT DESIGNED BY THE ENGINEER <br />SHALL BE DESIGNED FOR 25 PSF UNLESS OTHERWISE APPROVED BY THE <br />ENGINEER. <br />EARTHQUAKE DESIGN DATA: <br />SEISMIC IMPORTANCE FACTOR, I: 1.0 <br />MAPPED SPECTRAL RESPONSE ACCELERATIONS: SS=0.098 S1 =0.04 <br />SITE CLASS: D <br />SEISMIC DESIGN CATEGORY: A <br />BASIC SEISMIC -FORCE -RESISTING SYSTEM: CANTILEVERED COLUMN <br />DESIGN BASE SHEAR: 0.30 kips <br />SEISMIC RESPONSE COEFFICIENT: Cs=0.01 <br />RESPONSE MODIFICATION FACTOR: R=2.5 <br />ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE METHOD <br />FLOOD HAZARD INFORMATION: <br />THIS BUILDING IS NOT DESIGNED FOR FLOOD LOADS. <br />Pmjeax W4213 <br />• o <br />fT1 � v <br />V, 0 <br />• V1 in <br />W w <br />o <br />`I� N•V <br />CD <br />WIL <br />a 0 ¢� z <br />U 1!1 oho <br />® Z cv Iwo' <br />zo <br />!� � Ln �>_aJ <br />® > C� azVw <br />Z 4 � <br />=OuNi <20> <br />® J wWQ <br />/�jj muj <br />oz <br />Iy p Q UJ <br />O �z> <br />n ® OZw0 <br />10 <br />wow <br />wi- <br />U) <br />@� Z}mz <br />o CoiP 3 <br />P � Z <br />Q w~� <br />wwz <br />Ln <br />C, �' o <br />o <br />0 <br />r� <br />NOTES: <br />DIMENSIONS TO BUILDING ARE TO THE BUILDING FRAME WITHOUT <br />n <br />0 <br />n� <br />REGARD TO VENEER. <br />o <br />Q <br />Q <br />DIMENSIONS TO CANOPY TUBE STEEL FRAME AND TUBE STEEL COLUMNS <br />ARE TO CENTERLINE OF MEMBER (UNLESS NOTED OTHERWISE). <br />Q <br />Z <br />- <br />— <br />CANOPY DECK DIMENSIONS AROUND BUILDING TO BE ADJUSTED AS <br />U-- <br />REQUIRED TO ACCOMMODATE VENEER. CANOPY FRAME SHALL NOT BE <br />� <br />(� <br />� <br />ADJUSTED. <br />0 <br />— <br />!L <br />CANOPIES ARE TO REMAIN LEVEL WITH BUILDING. <br />Q <br />I: <br />u <br />n <br />„ <br />MAINTAIN A 2 EXPANSION JOINT BETWEEN BUILDING AND CANOPY. <br />DO NOT SLOPE CANOPIES WITH GRADE. <br />O <br />J <br />O <br />N <br />USE COLUMNS CLOSEST TO BUILDING ELEVATION AS BASE POINTS FOR <br />'� <br />Z <br />COLUMN HEIGHT. COLUMNS CAN INCREASE UP TO 2'-6" IN HEIGHT TO <br />ADJUST FOR GRADE VARIATIONS. TOP OF COLUMN PIERS WILL ADJUST <br />WITH TOP OF PAVING. <br />IF THE GRADING PLAN REFLECTS A GRADE FROM ONE END OF A <br />CANOPY TO THE OTHER GREATER THAN 2'-6" THE CONTRACTOR WILL <br />NOTIFY THE SONIC A&E DEPT. <br />CS1 <br />Dywro: <br />005080-CS1 <br />