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I H G F E D C.6 C B T6'-4" .9A <br /> T-4" 26'-8" 27'-0" 27'-0" 27'-0" 27'-0" 11'-6" 15'-6" 27'-0" 26'-8" <br /> m °6 O <br /> w = T-4" <br /> Q m@ � <br /> Q <br /> zL/) Ln LL <br /> LL <br /> O w 0 Z O <br /> Lu Of a F4 9 11i <br /> 0 � � F7- >- <br /> l7 <br /> x ~ F5 F5 53.1 F5 2 <br /> F2 5 <br /> F3 F3 F3 <br /> 06 ARCHITECT <br /> N <br /> 1 EDGE OF SLAB 1 NJ ASSOCIATES <br /> $1 I $1 22769 N BENDER ROAD <br /> � I I � I � � ACAMPO CA 95220 <br /> -J � <br /> J J .2040 <br /> www.njaarchitecture.com I www.njaarchitecture.com <br /> - <br /> I °I CLIENT <br /> N Qo <br /> I JOEHADDAD <br /> I I I I P.O.BOX 484 <br /> I I F8 F8 5 LVECA 95690 <br /> 1.5 F 415517 9686 <br /> I I � <br /> 16Y4° <br /> 1.6 <br /> F37IT- L -J L -J 1'7 PROJECT <br /> i Tr I I I F4 L_ -i -I LODI BOWLING <br /> F3 <br /> F7 F7 F7 F7 I I SHADED AREA INDICATESF] 302 N SACRAMENTO STREET <br /> I - ELEVATOR PIT SEE SECTION 2'-0"Wx24" DEEP GRADE BEAM LODI CALIFORNIA 95240 <br /> F o S31u W/(4)#6 CONT BARS T&B <br /> &#4 STIRRUPS @ 24" OC <br /> L- 13 E3F13 F9 F9 TYP THIS LINE <br /> L ////, 164" I I I I F9 <br /> J I J I J J <br /> .03 <br /> F9 i I <br /> � W -1 -1 .05 A X I O M <br /> I r, <br /> � o <br /> S T R U C T U R A L <br /> 2.1 �o I o I 2.1 D E S I G N I N C <br /> 337 BURNEV STREET ANDREW (209) 604-2898 <br /> ID <br /> AOL <br /> L <br /> 53.1 <br /> I I MODESTO, CA 95354 MICHAEL (209)484 <br /> W W W A X I O M 5 D C 0 M <br /> O M <br /> 2'-0"Wx24" DEEP GRADE BEAM RECESSED SLAB ELEVATION -1'-4Y4" 9 M <br /> W/(4) #6 CONT BARS T&B 5" SLAB ON GRADE W/ I 7 g/L <br /> TOP OF FOOTINGS F6 FS 53.1 <br /> &#4 STIRRUPS @ 24" OC I I I #4 @ 18" OC EA WAY CEN IN SLAB 53.1 ARE TO BE BELOW 12" <br /> TYP THIS LINE <br /> O/2" SAND O/6 MIL VAPOR I I ELEVATOR PIT PAD <br /> BARRIER O/4" GRAVEL <br /> 9 I I I SEE SOILS REPORT FOR SOIL PREP I 2'-0"Wx24" DEEP GRADE BEAM 9'-6" 6'-0" 12'-0" 15'-0" FL I <br /> 53.1 I W/(4) #6 CONT BARS T&B 2.7 <br /> &#4 STIRRUTYP THIS 4" OC <br /> S L NE <br /> 7 <br /> I I 1 _ <br /> I <br /> I I F3* <br /> 0' 3 I SLAB ELEVATION -0" I � <br /> L- <br /> 5" SLAB ON GRADE W/ I I <br /> I I I #4 @ 18" OC EA WAY CEN IN SLAB r <br /> O/2" SAND O/6 MIL VAPOR F9 I �D <br /> F3 F7 F7 F7 I F7 F4 BARRIER O/4" GRAVEL <br /> I I I I SEE SOILS REPORT FOR SOIL PREP <br /> L 3.6 <br /> I IFF <br /> 7co <br /> F3* <br /> 4 I 53.9 4 <br /> I I EDGE OF SLAB _ - <br /> r F6 o <br /> I L. 4.2 <br /> F3i TT In <br /> 23'-725%56" 54'-0" 9'-111, I I ��1'-0"Wx12" DEEP GRADE BEAMO"Wx12" DEEP GRADE BEAM <br /> Flo SEE DETAIL 12/S3.1 W/(2)#5 CONT BARS T&B <br /> I I I I &#4 STIRRUPS @ 48" OC = <br /> LLTYPICAL AT FRONT CANOPY En <br /> J En <br /> 54.5 <br /> I 4 <br /> SEE DETAIL 12/53.1 <br /> $5 w V F F10 S5 <br /> 5 °° - � z 5 <br /> Lu ' - <br /> Lu 06 I m � � <br /> F1 F3 F3 F3 F5 Q00 - w J w O 0 <br /> Q Q w <br /> 9 m @@ J F4 L^ Q <br /> Lu 15'-3" 11'-9" 5'-2" T-2" <br /> N � � o � � � <br /> CD °6 B.4 0.8 <br /> N <br /> REVISIONS <br /> No. Description Date By <br /> I H G F E D C.6 C B A .9A <br /> FOOTING SCHEDULE <br /> FOUNDATION PLAN NOTES MARK SIZE REINFORCING VERTICAL TIE BARS DETAIL Project No.: 17028 <br /> Drawn By: AG <br /> 1. SEE SHEETS S0.1 FOR STRUCTURAL NOTES. <br /> F1 16-0"x6-0"x48" DEEP (8)#6 LONGITUDINAL BARS TOP & BOT (8)#5 U-BAR Checked By: MS <br /> (21) #6 TRANSVERSE BARS TOP & BOT <br /> 2. SEE SHEET S2.1 &S2.2 FOR TYPICAL CONCRETE DETAILS NOT SPECIFICALLY REFERENCED ON <br /> THIS SHEET. F2 14'-0" 0" <br /> x6'- x48" DEEP (8)#6 LONGITUDINAL BARS TOP & BOT (8)#5 U-BAR <br /> (191 #6 TRANSVERSE BARS TOP & BOT <br /> 3. REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFIC LOCATION OF ALL DOORS AND WINDOW (8)#6 LONGITUDINAL BARS TOP & BOT (8)#5 U-BAR 9 <br /> OPENINGS. F3 11'-0"x6'-0"x48" DEEP (15)#6 TRANSVERSE BARS TOP & BOT AT F3* NO VERTICAL TIE BARS ARE REQ'D <br /> s3.2 PERMIT SET <br /> 4. GRID DIMENSION AND LAYOUT SHALL BE CONFIRMED WITH ARCHITECT AND METAL BUILDING F4 13'-0"x13'-0"x48" DEEP (17)#6 BARS EACH WAY,TOP & BOT (12)#5 U-BAR 8.17.18 <br /> DRAWINGS. <br /> F5 8'-0"x8'-0"x48" DEEP (11) #6 BARS EACH WAY, TOP & BOT (8)#5 U-BAR <br /> F6 6'-0"x6'-0"x48" DEEP (8)#6 BARS EACH WAY,TOP & BOT <br /> FOUNDATION PLAN <br /> F7 9'-0"x9'-0"x24" DEEP (6)#6 BARS EACH WAY,TOP & BOT <br /> F8 8'-0"x8'-0"x24" DEEP (6)#6 BARS EACH WAY,TOP &BOT 6 <br /> F9 6'-0"x6'-0"x24" DEEP (4) #6 BARS EACH WAY, TOP & BOT 53.1 <br /> F10 4'-0"x4'-0"x24" DEEP (3)#6 BARS EACH WAY,TOP & BOT <br /> 12 FOUNDATION PLAN SCALE <br /> Siol <br /> 1" = 10'-0" <br />