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SCALE 7 SLAB TRANSITION DETAIL SCALE 4 SCALE "" <br /> SECTION AT ELEVATOR PIT <br /> - 1" = 1'-0" T. = 1'-0" <br /> A X I O M <br /> S T R U C T U R A L <br /> D E S I G N , I N C <br /> SLAB REINFORCEMENT #4 SLAB DOWEL @ 18" Ol/- 337 BURNEV STREET ANDREW (2209) 604-2898 <br /> MODESTO, CA 95354 MICHAEL (209)484-8640 <br /> PER FOUNDATION PLAN W/24" LAP &18" EMBED W W W A x 1 O M S D C O M <br /> INTO FTG <br /> 0'-0" <br /> TO SLAB <br /> NMI <br /> =1�1 �I� ISI-ISI- , a ° ° -ISIISIISII�I <br /> <</ <</ <br /> PLYx1o" SQ A36 BASE PLATE W/ III-V I I I III III III III 1I <br /> (4)3/4"0 F1554 GR 36 BOLTS III 11111 III ° 11111 11111 11111 11111 11111 <br /> ° 11III=IIIIIIIIIIII11 , 1IIIIIIIIIIIIIIII <br /> -1 1=1 III1 1=1 1=1 a1=1 1=1 1=1 1=1 1=1 <br /> III-III-w Q IIIIIIII ° 111 I -1111 I VIII 1= <br /> o IIII IIIIII—III ° III1 11 IIII% IIII <br /> III III III III III <br /> 111-111—Q z.111-111-111 ° REINFORCEMENT TOP &BOT <br /> HSS COLUMN, m � 111111-111 111 PER FOUNDATION PLAN <br /> 1Y" 7" 1%" SEE PLAN —111—o w_111111-111 a ° =111— —III III III <br /> -1111 I� �=111=111=111 ° I I I111-111-111-1111 11= O O <br /> �I111-"I I=111=111=11111 I111111111111-1111 <br /> =111-111 111=111=111=111 111111111111-111 I I <br /> _111 I1 1 111 111 111 111 I-111- 4 \—I <br /> rA III=1 III=1 =1 1 III 1 1 1 1 1 111 1 1 1 1 1= <br /> =1 111 111 111 111 111 111�11111;,,III , I I I I�I 1111 111 111 111 111 111 11= <br /> - LI --:::::::l I1 I -III„I I III-1VI :11 -11I- <br /> -I <br /> GRADE BEAM WIDTH <br /> SEE FNDN PLAN <br /> g INTERIOR GRADE BEAM SCALE � _ SCALE 2 _ SCALE <br /> CONIC SLAB ON GRADE, 1” = 1'-0" - - <br /> SEE FOUNDATION PLAN <br /> ANCHOR BOLTS & BASEPLATE BY #4 SLAB DOWEL @ 18" OC SLAB REINFORCEMENT <br /> SLAB REINFORCEMENT #4 SLAB DOWEL @ 18" OC METAL BUILDING MANUFACTURE W/24" LAP &18" EMBED PER FOUNDATION PLAN <br /> 4a PER FOUNDATION PLAN W/24" LAP &18" EMBED INTO FTG <br /> A 4° INTO FTG <br /> REVISIONS <br /> ° ° ° ° 0'-0" 0'-0" No. Description Date By <br /> 4-11" TO SLAB ° TO SLAB ° a° 4 <br /> TO FOTIN a ° 4 ° - <br /> ° ° ° <br /> N CID <br /> ° °° IIIIIIIII-III- -IIIIIIIII—III IIIIII-III ° ° ° ° ° B IIIIIIIIIIIIIIIIIII <br /> w I I -IIIIIIIIIIII=III= I �' a IIIIIIIIIIII=III IIIIIIII-III IIIIIIIII=III ° ° ° IIIIIIIIIIIIIIIIII-III= <br /> ° ° IIIIIIIIIIII-III- �I I IIIIIIII I a ° ° ° IIIIIIIIIIIIIIIIII-1111 I <br /> ° ° =111=1111 11111=111=111=111=111 IIIIII-IIIIII-III ° ° ° 11111=111=111=111=111=111=111= <br /> 4 ° =111=111 11111-111- ° III=111=111=111=111=111= -111-1111 111 J III-III ° ° a ° IIIIIIIIIIIIIIIIII-1111 Project No.: 17028 <br /> 4 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-III IIIIII-III -I o -111-III ° ° ° a IIIIIIIIIIIIIIIIIIIIII I- <br /> ° 111=111=111=111=111=111=- -� z � m =111 ° a ° a Drawn By: AG <br /> z III ° IIIIIIIIIIIIIII-III- IIIIII-III 0 III-0 III-III ° ° ° IIIIIIIIIIIIIII-III=111 <br /> -III-w Q ° =111=111=111 _ w -III ° III= REINFORCEMENT TO - Checked By: MS <br /> -( III =1111 11 =1111 111 111 111 11 z o _z I ° a ° ° PER FOUNDATION AT ON AN BOT <br /> REINFORCEMENT TOP &BOT <br /> 1 1=1 1 1=1 1 Ip : ° ° ° ° ° ° — <br /> 11111111 111 Q111-III ° 111 -II <br /> =11111 m z=111=111 I 11111 PER FOUNDATION PLANIII-III-010 -III III-III ° ° a ° ° IIIIIIIIIIIIIIIIIIIIII I- <br /> =111-Q l w 11=111 11 ° =111 III III-III III III-III w III ° a ° a ° III III III III III III-III A <br /> 11111 =1111 ° 111=111=111=111=111=111- -IIIIIIIIII �, IIIIII-III ° IIIIIIIIIIIIIIIIII-1111 11= <br /> 1111 "1 1111=1111 ° 1111=111=111=111=11111 111 111 11 111 ° ° ° ° ° ° 111 111 111 111 111 111 11 1 PERMIT SET <br /> = III ° III III III III III=III III III III 1 III III III III III III III <br /> 1111111111 �I =1111111-111=111-111-111-111-111-111-111-111-111=111-111-111-111-111=111 11111=111=111=111=11111 I- 8.17.18 <br /> III III III III III - -111 1 III III III III 11- =1 1 1 1 IM J=1 1 III III 1 - - - - - 1 1 1 1 1 1 1 1 1 1 III 1 1 1 1 1 1 i- <br /> - 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