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BR5237 <br /> FLGo STAY 0 3RD PTS. TYPQ MOMENT SPLICE TPm � <br /> `I <br /> PERIMETER GUTTER <br /> 8435 p d <br /> I <br /> 2 <br /> OFE <br /> !!! [ 6 <br /> W1 ON351 <br /> r }I � f � {€ I � Q I d ; {i 4 . <br /> � <br /> I� " <br /> j y t j 11 p[ III �� ��� �A%y <br /> 4 COL. TYPo <br /> I I 63 <br /> cq <br /> 00 0 [ I 35` } 4 I f f <br /> gg Ep igigig 3C( , j , <br /> I i I i <br /> pSox <br /> f <br /> 00 <br /> iW18X35 <br /> t <br /> J_ <br /> I <br /> ! } i £d } a� <br /> ! �� I i I 1 I 38D��99 <br /> s E @ ( � I <br /> II �`� � rIaII f ` <br /> gr <br /> AM 'j <br /> SCA �! aD Doo 9p �., tl k`...� <br /> LE: M�� � �' <br /> 1370 Brea Blvd. A240 <br /> Fullerton, CA 02695 <br /> TP <br /> TYPO � Pho(71 4) 404 <br /> �9 <br /> 9 DD <br /> STRUCTURAL NOTES <br /> ®TES 12 38 <br /> 1 2 <br /> � D.� sD 9 0 > � <br /> 3 I $11 <br /> 1 o CODE C.B.C. ® 2013 <br /> 20 ROOF LIVE LOAD -20 P.S.F. <br /> 3. WIND � 11® M.P.H., EXPOSURE C SPECIAL INSPECTIONS & STRUCTURAL OBSERVATION- <br /> CANOPY <br /> BSERVATION- <br /> CANOPY FRAMING PLAN _ <br /> 4o SEISMIC �o� �®�IGREI=E ® fig®T RE�9®a PER ��®4n`�'p E�CEPTI®N 1. , <br /> SCALE: 3 �DD D®®Da OCCUPANCY CATEGORY ® II 2o) WELDING — REQDD. UNLESS DOME BY A FABRICAI®R APPROVED <br /> IMPORTANCE FACTOR ® 1 BY THE JURISDICTION, PERIODIC INSPECTION IS REQ'D. FOR ALL <br /> Se 0o755D Sl = .294 SINGLE PASS FILLET WELDS. THERE ARE NO FIELD WELDS. <br /> SDS 0.603, SDl ® 0.355 3o) PERIODIC IMPECTION IS REQDDo T® VERIFY MEMBER SIZES AND <br /> DESIGN CATEGORY ® D JOINT DETAILS. <br /> ORDINARY CANTILEVERED COLUMNS 40) STRUCTURAL OBSERVATION IS NOT REOpDo UNLESS MANDATED <br /> V ® Cs * W = 0<482 W BY THE BUILDING OFFICIAL. <br /> R = 9.25 <br /> EQUIVALENT LATERAL FORCE PROCEDURE <br /> 5o SOIL BEARING CAPACITY 3000 PSFp <br /> LATERAL BEARING 400 PSF/FT <br /> 6. CONCRETE FO®TING--f"c=3000 PSI (2500 PSI USED IN DESIGN) <br /> (MIN. 6 SACKS CEMENT PER CUBIC YARD) <br /> do REINFORCING STEEL--ASTM A615p GRADE 60p FY=60KSI <br /> (EXCEPT #3 BARS MAY RE GRADE 40) 0 <br /> �o HOT ROLLED STEEL SHAPES & PLATE--ASTM A36p FY=36KS1 z <br /> (EXCEPT - & DD - SECTION ARE A992p FYm50 ISI) <br /> 9. STRUCTURAL TUBING--ASTM A500 GRADE Bp Fy=46KSl < <br /> 10o ALL STRUCTURAL STEEL TO BE RED PRIME PAINTED <br /> l l o METAL DECD -- ASTM A653 GRADE 40p GALVANIZED 04 <br /> MINIMUM PROPERTIES: <br /> l 1.012 INo"4,/FT, ` 1 ® 00504 IN"4/� <br /> +S 004309 IN. 3/FT, —S = ®03638 IIS �3/FT <br /> 12ACM FASCIA . d`3N691—i®R R®®SW'®'9'°3ST1G1 Fl c-Drtb'i p @`J11So 36p F <br /> 13. WELDS--E70 ELECTRODES—ALL WELDS BY CERTIFIED WELDERS <br /> 14. BOLTS--ASTM A307 UNLESS NOTED. <br /> 15. ICON—SHRINK GROUT— 5000 PSI MIN. > <br /> 16. CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS AND <br /> CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES a <br /> PRIOR TO START OF WORK. ALL WORK TO BE IN ACCORD <br /> 00 <br /> ANCE WITH ALL APPLICABLE CODES AND STANDARDS. <br /> 0 IV ALL SCREWS AND BOLTS THRU DET SHALL HAVE TOP SEALS. <br /> I <br /> 18o ALL FLASHING, GUTTERS, ETC. SHALL BE CONSTRUCTED TO DE <br /> LEAD TIGHT AT THEIR JOINTS OR SEAMS BY USE OF MASTIC. < LO <br /> 19. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL � <br /> 1 <br /> BE DONE IN ACCORDANCE WITH THE AISC SPECIFICATION. <br /> 20o THE ELEVATION AND DIRECTION OF THE CANOPY DRAM PIPES � R5237CSI o® G <br /> IS PER THE ARCHITECVS/CIVIL ENGINEEWS DRAWINGS. EXP. 1-17 J <br /> 21. LOCATION AND SIZE OF CANOPY LIGHTS AND ELECTRICAL CONDUITS <br /> IS PER THE ARCH ENGINEERDS DRAWINGS. � �p� :j u�oQ,a` <br /> ®RIME SLAB �OP C��,� <br /> CANOPY ELEVATION cs i <br /> SCALE.- 3/16 <br />