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(� <br /> 7 <br /> PERIMETER GUTTER 7 <br /> 0 <br /> 1 a 14 2 I II 1 x 2 I <br /> N <br /> 1 <br /> 62 i a B <br /> � C52 B <br /> 1 x 2 CS2 <br /> M IO <br /> O <br /> io I I M so 0 2 N <br /> N c� <br /> 1 29 1 x 2 <br /> o- <br /> STRUCTURAL NOTES <br /> O 1 2 1 X 2 1 <br /> 1.CODE I 2.ROOF CBC <br /> LOAD 76-20 PSF,10 PSF SOLAR SYSTEM DL <br /> 1 3.WIND--110 M.P.H.,EXPOSURE C <br /> iv `0 4.SEISMIC <br /> I RISK CATEGORY=11 <br /> IMPORTANCE FACTOR=1 <br /> FLG. STAY® 3RD SITES.STAY <br /> =o <br /> PTS.TYP. SDS=00.606,1 SDI 0.362 <br /> Q U DESIGN CATEGORY D <br /> 26'-0" 10'—O" ORDINARY CANTILEVERED COLUMNS 3288 <br /> 26-U" R 7C.25 W=0.486 W IXP.3-37-19 <br /> 72'-U" ED <br /> 'VALENT LATERAL FORCE PROCEDURE <br /> 5.SOIL CAPACITY 3000 PSF 9�f pF�ALtf° <br /> CANOPY FRAMING PLAN LATERAL BEARING 350 PSF/FT <br /> SCALE: F = 1'-0" 6.CONCRETE FOOTING--Pc=3000 PSI <br /> 7.REINFORCING STEEL--ASTM A615,GRADE 60,FY=60KSI <br /> (EXCEPT#3 BARS MAY BE GRADE 40) <br /> 8.HOT ROLLED STEEL SHAPES&PLATE--ASTM A36,FY=36KS1 <br /> (EXCEPT"W"&'WT"SECTION ARE A992,FY-50 KSI) <br /> 9.STRUCTURAL TUBING--ASTM A500 GRADE B,Fy=46K51 <br /> 10.ALL STRUCTURAL STEEL TO BE RED PRIME PAINTED <br /> 11.METAL DECK--ASTM A653 GRADE 40,GALVANIZED <br /> MINIMUM PROPERTIES: <br /> +I=1.012 IN-4,(FT,—I=0.504 1;114,4%1, <br /> +S=0.4309 IN.3/Fr,—S=0.36 <br /> 12.ANCHOR RODS--ASTM F1554,GR.36,Fy=36 ksi <br /> 13.WELDS--E7O ELECTRODES—ALL WEIRS BY CERTIFIED WELDERS <br /> 14.BOLTS--ASTM A307 UNLESS NOTED. <br /> 15.NON—SHRINK GROUT=5000 PSI MIN. <br /> z1 ACM FASCIA 16.CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS AND <br /> CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES <br /> M PRIOR TO START OF WORK. ALL WORK TO BE IN ACCORD— <br /> ANCE WITH ALL APPLICABLE CODES AND STANDARDS. <br /> 17.ALL SCREWS AND BOLTS THRU DECK SHALL HAVE TOP SEALS. <br /> 18.ALL FLASHING,GUTTERS,ETC.SHALL BE CONSTRUCTED TO BE <br /> LEAK TIGHT AT THEIR JOINTS OR SEAMS BY USE OF MASTIC. <br /> 19.FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL <br /> BE DONE IN ACCORDANCE WITH THE AISC SPECIFICATION. <br /> 20.THE ELEVATION AND DIRECTION OF THE CANOPY DRAIN PIPES <br /> IS PER E¢1 21.LOCATIONTMAND SIZEOFCANOPY ICIVIL LLDRAWINGS. <br /> LIGHTS AND ELECTRICAL CONDUITS <br /> IS PER THE ARCHITECT'S/ELECTRICAL ENGINEER'S DRAWINGS. <br /> SPECIAL INSPECTIONS&STRUCTURAL OBSERVATION: <br /> 1.)CONCRETE—REO'D. <br /> 2.)WELDING—REO'D.UNLESS DONE BY A FABRICATOR APPROVED <br /> BY THE JURISDICTION.PERIODIC INSPECTION IS RED'D.FOR ALL <br /> DRIVE SLAB SINGLE PASS FILLET WELDS.THERE ARE NO FIELD WELDS. <br /> CANOPY ELEVATION 3.)PERIODIC INSPECTION IS REO'D.TO VERIFY MEMBER SIZES AND <br /> JOINT DETAILS. <br /> SCALE: 316"= 1'-0" 4.)STRUCTURAL OBSERVATION IS NOT REO'D.UNLESS MANDATED <br /> BY THE BUILDING OFFICIAL. <br />