COMPLIANCE INFO 2002 - 2006 - Laserfiche WebLink

Home Browse Search

PURLIN BRACE PER DETAIL 3 J TS 10 M4 S0. FRAMING PLAN SHEET 2-2 (TYP. (3) PLACES) COLUMN (TYP.) FOOTING (TYP.) SCALE: 3/32"=1'-O" DRAIN LATERAL TO COLUMN (TYP.) 2"0 OVERFLOW DRAIN _ FIELD LOCATED NEAR 6'-8�" DOWNSPOUTS 2' NON -SHRINK GROUT BY GENERAL CONTRACTOR %+ O O (4) IY'x36' ANCHOR f L —1 —1— J F -I IL _ IL _ IL J1 (12) #4 VERTICALS DEP-H AS NEEDED FOR AND DRAIN LINES. L r (10) #4 VERTICALS EXISTING 4'-0' (5) LAYERS W/ (3) 2' 6" AT TOP OF FOOTING CANOPY BOLT FOOTING DETAIL r L J O (4) 320 WATT L.S.I. o LIGHTING SCHEME FLAT LENS FIXTURES SCALE: 3/32"=I'-0' -- iriiiiiiriiiiiiriii�ii PURLIN BRACE PER DETAIL 3 J TS 10 M4 S0. FRAMING PLAN SHEET 2-2 (TYP. (3) PLACES) COLUMN (TYP.) FOOTING (TYP.) SCALE: 3/32"=1'-O" DRAIN LATERAL TO COLUMN (TYP.) 2"0 OVERFLOW DRAIN _ FIELD LOCATED NEAR 6'-8�" DOWNSPOUTS STEEL COLUMN EXTEND A.B. 8' ABOVE FOOTING #5079 3' PVC AND/OR ABS DRAIN PIPE IN COLUMN AND STUB -OUT AT COLUMN BASE BY ERECTOR. EXIT DIRECTION TO BE DETERMINED BY OTHERS. ADJUST TOP OF FOOTING % DEPTH AS NEEDED FOR VENT AND DRAIN LINES. (PER GENERAL CONTRACTOR 1997 U.B.C. DATA Occupancy Group ............ S-3 Construction Type .. ......... II N Occupancy Load Factor ......... N.A. Separation ........ See site pion and Sec. 311.2.3.2 and Table 5A Use ...... Canopy over gasoline pumps Area ............... 624 Sq. Fl. SPECIAL INSPECTIONS 1. Special inspection not required for concrete footings per UBC 1701.5.1 exception 2. c — — _ _ _ a I I I I 2' NON -SHRINK GROUT BY GENERAL CONTRACTOR %+ O O (4) IY'x36' ANCHOR f L —1 —1— J F -I IL _ IL _ IL J1 (12) #4 VERTICALS DEP-H AS NEEDED FOR AND DRAIN LINES. L J (10) #4 VERTICALS EXISTING 4'-0' (5) LAYERS W/ (3) 2' 6" AT TOP OF FOOTING CANOPY BOLT FOOTING DETAIL r L J O (4) 320 WATT L.S.I. o LIGHTING SCHEME FLAT LENS FIXTURES SCALE: 3/32"=I'-0' STEEL COLUMN EXTEND A.B. 8' ABOVE FOOTING #5079 3' PVC AND/OR ABS DRAIN PIPE IN COLUMN AND STUB -OUT AT COLUMN BASE BY ERECTOR. EXIT DIRECTION TO BE DETERMINED BY OTHERS. ADJUST TOP OF FOOTING % DEPTH AS NEEDED FOR VENT AND DRAIN LINES. (PER GENERAL CONTRACTOR 1997 U.B.C. DATA Occupancy Group ............ S-3 Construction Type .. ......... II N Occupancy Load Factor ......... N.A. Separation ........ See site pion and Sec. 311.2.3.2 and Table 5A Use ...... Canopy over gasoline pumps Area ............... 624 Sq. Fl. SPECIAL INSPECTIONS 1. Special inspection not required for concrete footings per UBC 1701.5.1 exception 2. c — — _ _ _ a I I I I 2' NON -SHRINK GROUT BY GENERAL CONTRACTOR %+ STEEL COLUMN III I 1 I I (4) IY'x36' ANCHOR f L —1 —1— J BOLTS A-36 WITH 4' LEG II IL _ IL _ IL J1 (12) #4 VERTICALS DEP-H AS NEEDED FOR AND DRAIN LINES. AS SHOWN 3. (10) #4 VERTICALS 14 TIES 0 12" O.C. 4'-0' (5) LAYERS W/ (3) 2' 6" AT TOP OF FOOTING ANCHOR BOLT FOOTING DETAIL SCALE: 1/4"=1'-0" _' —I 3' PVC AND/OR ABS DRAIN PIPE IN STEEL COLUMN III COLUMN AND STUB -OUT AT COLUMN II —I FI.1 Lit BASE BY ERECTOR. EXIT DIRECTION U-L_I_L.Ll TO BE DETERMINED BY OTHERS, II TOP OF FOOTING EXTEND A.B. 8' I[ADJUST ABOVE FOOTINGN IIVENT DEP-H AS NEEDED FOR AND DRAIN LINES. (PER GENERAL CONTRACTOR) _' —I 2' NON -SHRINK GROUT n H —I— H I I BY GENERAL CONTRACTOR II —I FI.1 Lit (4) 1y'x36" ANCHOR BOLTS A-36 WITH 4' LEG U-L_I_L.Ll #4 TIES 012' O.C. I I I 1 1 11 (6) LAYERS W/ (3) Ul _I_ AT TOP OF FOOTING (10) #4 VERTICALS 3'-6'0 AS SHOWN 2' 6" OPTIONAL ROUND FOOTING DETAIL SCALE: 1/4"=I' -O" 1%"0 HOLE USS 1 .1...1 BASE PLATE BASE PLATE DETAIL N. T. S. STEEL COLUMN 24'-0' FASCIA FRAMING AT 4'-0' O.C. MAX_ AROUND ENTIRE CANOPY PERIMETER WIOx22 BEAM W10x22 PURLINS •i PURLIN BRACE 3" 20 GA. WHITE EMBOSSED DECK (TYP.) PANEL �d TS 10'x1IAN 15 2004 c 0'xy' COLUMN QPpFESSI �Qgq �S 0. MO 6' CONC. SLAB--\ IIII; I F � CMV �Q TFOFCA��FOP 0'J L4•_0'J EXPIRES So. so. SEP 9 0 2005 SECTIONALEVATION SCALE: 1/8"=1'-0" FRANZEN HILL /r)� 1100 NORTH J STREET PHONE: (559) 688-2977 OF 2 TULARE. CALIFORNIA 93274 FAX (559) 688-1467 111