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r 120'-0° o y 12'-0' 32'-0° 32'-0' 32'-0" TVP. - 4 BUTT JOINT CEILING JOIST vi a ON THESE BEAM LINES ONLY a s N WI4x22 CEILING JOIST a n — -- -' � I 10 10 -.._ 0 o N 8 5 w 5-I S-I P. � c N q W @ N GEIL1400015T TYP. 5-1 i'n c TOP FLAME O WI4x22 CEILING .101ST � .a CS,E ILIT UTOJO15r H55 8x8x5/I6 COLUMN t y p fit roP ttANse TYP. OF (8) w E ry � Aad m�>n may1 W14x22 CEILING JOIST Q O W on S _Z o �y Uz E9 Uu ? x W W VJ14x22 CEILING J015T o� ' xx X X ry N NXX W14x22 CEILING JOIST � m (V ? o q y�' J� ��} {� ' I - 22G 2 GAUGE STEEL 'GRAN PRIX' PANELS Ute CANOPY r-RA ®I I NC7 PLAN CEILING JOISTS BY ALLMET BUILDING PRODUCTS, INC. SCALE , 1/4' = 1'-0° o �, COLUMN AND PAD FOOTING N®TES 2" 12" 2" cEILISr�TwTs°rI. DESIGN LOADS, fi 5/8' TOP FLANGE 4f6 / CEILING JOIST SPECIAL INSPECTION REQUIRED FOR CODE : 2001 CALIFORNIA BUILDING GORE 'I TYP.'I 855 COLUMN ROOF LIVE LOAD = 20 P5F (REDUCIBLE) uj I I 3/8"x4°xb° GUSSET �t6 TOP FLANGE I T7p, pF (8) STEEL EDGE FORMS SEE DETAIL 1/5-1 THE FOLLOWING ITEMS WIND = To MPH, EXPOSURE "C° N 16 WITH ROLLED EDGE 5.-On I. ALL MELDING IN ACCORDANCE WITH GBG SECTION 1'70155. LATERAL PRESSURE = 18 P5F UPLIFT PRESSURE = q.7 P5F - ® ® $n6 TYP. COMPALT SUB-. 3" MIN. CONCRETE COVER 2. ALL FOOTING EXCAVATIONS AND FOUNDATION BEARING SEISMIC = ZONE 3, GQ = 0.36, % = 1.0, G, = 054, N,� = IA GRADE ABOVE FOR ALL STEEL SOILS PRIOR TO PLACEMENT OF FILL AND REINFORCEMENT FOR ORDINARY MOMENT RESISTING FRAME ( TRANSVERSE DIRECTION ) : R = 45, fl = 2.8, BASE SHEAR=0.2W I 'I/I61V HOLE - TMP. OF (4) FOOTING TOP FLANGE OF / STEEL. FOR CANTILEVERED GOLUMN SYSTEM ( LONGITUDINAL DIRECTION ) : R = 22, n = 2.0, BASE SHEAR=0.40gW N 4 4° Ib" 50. x I° BASE fE W (4) 1 1/8" CEILING J015T 3. ALL FILL PLACEMENT, ALL OVEREXGAVATION AND SOILS REPORT : 81050.601 DATED 05/04/01 BY KLEINFELDER, ING. THREADED ROPY AND HEAVY '- COMPAGTION/RECOMPAGTION OPERATIONS. ALLOWABLE 50IL BEARING LOAD = 2500 P5F NET tl/3 INCREASE ® . HEX LEVELING NUTS AT 12" GAGE J FRICTION = 028 EA. WAY - EMBED BOLTS —v -. .- _ \ PA551VE = aw PGF 18° INTO PAD FOOTING SOIL PROFILE TYPE = Sp N PLACE ANCHOR BOLTS BEFORE Q 6'-0' 3'-0" 1'-0" 2. CONCRETE: 2500 PSI 28-DAY COMPRESSIVE STRENGTH, 55 SACKS PER CUBIC YARD. H55 bx8x%b POURING CONCRETE I.-0. I'--I'" 3'-4 COLUMN AND (NO SPECIAL N5PECTION). COLUMN 2 1/2" 50. X 3/8° THICK PLATE PAD FOOTING 3. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 DEFORMED BARS. WASHER w/ 13/16' A HOLE WIDTFI OF ABOVE AND BELOW BASE DISPENSER NON-COMBUSTIBLE I 4. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISG SPEGIFIGATION PLATE TYP. OF (8) (2) #4 TOP AND I I/2" WA57E RECEPTACLE FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. MON-SHRINK GROUT BOTTOM CLP- BY OWNER WIDE FLANGE STEEL 5HAPE-5 SHALL BE ASTM Agg2 GRADE 50, FY = 50 KSI MIN. PROVIDE MILL CERTIFICATIONS TO OMA UPON SHIPMENT. PLATES AND ANGLES 5HALL CONFORM TO i ��, ... . , r ...,.. .. �y Fy TOP OF PEDESTAL Q BUMPER END DTL. �� - 5� WELDING SHALL CONFORM TO AM GOVE FOR ARG AND GAS MLDO INC N BUILDING CONSTTRUCTION,K51. LLLLLL��"' N E-IOXX ELECTRODES. 1=I554, GRADE 36 OR A301 ALL-THREAD ANCHOR BOLTS. GRAN PRIX PANELS ARE N 30" PEDESTAL3" MIN. CONCRETE Fy= 4OK51 STEEL, FASCIA PANELS. 186AUGE, Fy= 46KS1 (4) #5x32'[" COVER FOR AL.. STEEL 5. CEILING PANELS: 22 GAUGE 'GRAN PRIX' PANEL BY ALLMET BUILDING PRODUCTS, INC. PREPARE SUBCRADE PER THE SOILS REPORT 70P OF PAD FOOTING DONEES FACE OF EA. U PANELS ARE APPROX. 32'-0' LONG. SEE DTL. II/5-1 FOR ATTACHMENT. . 4 PAD FOOTING THE UppF0 12' OF 501E EXPOSED AT THE BASE BUMPER i`L I �, ALL BASEITECTURAL PLgTE ELEyATIONS TO BE THE 5Ah1F. COORDINATE FINAL ELEVATION WITH OR STORM DRAINAGE. OF THE FOOTING EXCAVATION SHALL BE ` MOISTURE CONDITIONED AND COMPACTED AS 60 AT q OF - FABRICATOR / ERECTOR. 3/8" NEB STIFFENERS HEAW HEX NUT a� ENGINEERED FILL. SEE THE 501L5 REPORT FOR D15PLNSET2 --•-' _ - -- �-� 5/16 Sim OF PEB MORE INFORMATION. - ' 5/16 v7YP. OVEiLGO 11MN. 3/16 3 SECTION I� 4 cE 3/16 REINF. GONG. SLAB Q _ ISLAND 5/16 5 I SCALE : I/2° = I'-0° BY OTHERS OP000 T.O. PED. SYMMETRICAL (( )OEESCTIOONAU I DETAIL Ve REIN. CONC. SLAB in 5/I6 1 10 TOP AN �VE BY OTHERS 30"ID PEDESTAL S I SCALE : I = I-0' _ SEE PLAN a FOR PIPE AND T.O. FTG. AND CONDU1E DRAWINGS I 5/16BEAM 'Z —� •T _ is al 4 5/16 I 1 1/4'x4 I/2'x14' ITE (H) #5 LONG BARS _j N 5/16 3/8"x3'xb" GaYfiET AT d ro U (6) #4x36' � EQU. SPADED F FIBEh'GLA55 SUMP s r '8� 5/Ib 6 5/8" GAGE - TYP. OF (4) PER COLUMN 5EGONDARY CONTAINMENT #3 HORIZ. STIRRUPS PLACE AROUND PRODUCT PIPING, (3) IN THE TOP 50 AND (3) CEILING JOIST - SEE DTL. 5/5-1 I- 1--O' 2b' I'-0° SEE T DRAWINGS (8) #5 LONG BARS 3'-0" 3'-0" ADDITIONAL EQUALLY FOR ATTAGHMENT AND WEB SPACED. TOTAL OF (6) 5/16 STIFFENERS Z a N.A. 4 SECTION 4 0' 6 5EGTION b' o' I a SECTION � DDEETLAUIL 1/3-1 kn IL S IS-I SCALE . 1/2' = 1'-0° SCALE : I/2" = I'-0" 5 1 SCALE , 3/4" = I'-0" 0 " C LI " GUT ANGLE LEG AND � V 14'-0" ' (3) I/4-14x-1/8" HWH TC-KS #I STITCH 2 BEND HORIZONTAL (4) #4 LONG'L TO NEXT Hot SS 5GREW5 AT ALL LAPPED JOINTS MIN. 4 2x2x3/I6 FLANGE TOP AND BOT-r. ¢ COLUMN COLUMN MIN. EDGE DISTANCE = 1/2' BEAM U BRACES TTP. AT 3 Q ADO'L #4 TOP 6'i° CONT. BENT F .4 2x2x18 GA. CONT. BENT If .4 2x2x18 GA, FASCIA WIND BRACE CEILING J015T JOISTEABEIM / CEILING ► 2 AND BOTT. AT ALL ACROSS TOP, SPLICE AT 4 2x2xI8 GA. AT 36 oa. 3/16 I I JOIST INTERSECTION ISLAND OPENINGS TYP. #4 AT Ib oc. MAX. ACROSS TOP, SPLICE AT BRACE TMP. 3/16 —I TYP. (20) LOCATIONS N 3 TOP AND BOTT. BRACE I/4 Lei STIFFENER EA. DISPENSE=R SUMP `�'-I SIDE OF W� TYP. AT EA. Q 15LANP SYMMETRICAL (3) I/4-14x'1/H" HWM TEK5 #1 STITCH BEAM/JOIST INTERSECTION (4) ERECTION I/4° WEB STIFFENERS (30 x16° AT TOP - SCRENS AT ALL LAPPED JOINTS SEE DTL 8/5-1 O 4 SEE DTE. 10/5-1 FOR BOLTS (OPTIO OF ISLAND) 5-1 MIN. EDGE DISTANCE = I/2° IF EDGE OF ISLAND; Q FASCIA WIND BRACE BRACE SPLICE P(NOT SHOW LATE I Q OUTSIDE LINE 15 6 2x2x18 GA. AT 36°o.c. cSHEET ,�.g7 KETAL /I6 (4) ERECTION BOLTS ROLLED EDGE ' I F `A.�GIA PANELS CEILING JOIST FASCIA PANELSTYP' 3/Ib (OPTIONAL") SPLICE CEILING J0151 Al 5/16 ' _ 4 5/16 BEAM THESE BEAM LINES ONLY 1/4 5/16 AZ 1 `,.: CEILING J015T • _ ,.� to SECTION (2) #4x36° DIAGONAL TOP AND BOT. OF 1/4" NSB STIFFENER EA. (3) 12-24x1 1/2' HWSCREWS KI TEKS #5 SCREw/ SUMP OPENING 51M OF W5 TYP. AT FA. COMPOSITE .050" x 5/80 OD. GRAN PRIX F. BEAWJ015T INTERSECTION CONCRETE FILLED � 30° PEDESTAL � I- PANELS II U 2'-0, ALUMINUM-NEOPRENE WASHER METAL FORMED GUARD SEE DETAIL 1/5-1 NOTE U kzp /FASTEN DECK TO ANGLE W 5-1 i — GRAN PRIX PANELS BOTTOM FLANGE OF AT ENDS OF ISLANDS DETAIL 15 ROTATED q0° FROM z (2) FASTENERS AT EACH RIB FASTEN DECK TO ANGLE CEILING J015T H COLUMN ORIENTATION SHOWN IN CANOPY 'f }}} (TOTAL OF (6)) - USE 1/4-14x7/8" Qa AT 6"o.c. MAX. - SEE M. SEE DTC. II/5-I FOR SEE DETAIL 115-1 FRAMING PLAN. HWM TEIC5 01 STITGH SGREN5 '1/5-1 FOR FASTENERS A7TAGHEMENT OF O .? FO ROOF PANELS sheet 6'-0°x6'-O"X24" THICK PAD .r F. ROLL FORMED CONTINUOUS GUTTER - 2,-O„ 51-0" 4,-0' FOOTING BELOW ISLAND. - ROLL FORMED CONTINUOUS GUTTER LOCATE AS SHOWN IN H 5 PLAN DETAIL OF DISPENSER ISLAND 32'—O"x4'—O" DETAIL-6/9-1 GRAN PRIX PANEL 'I SECTION SECTION n DETAIL S-I SCALE : 1/2' = 1'-O" 5-1 SCALE . 3/40 = 1'-00 5-I SCALE , 5/4' = 1'-0' S-I NO SCALE GMA job no. 200-7.IGb