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HomeMy WebLinkAbout1108-0318-Shoring Detailsa KAN 10 I' oil MINUM JOIST itufflill U—HEAD BEAM CLAMP ALSO CLAMP BUTTING BEAM DIAGONALLY OPPOSITE mpErmalm FOR BRACING SEE GENERAL - NOTES & SHORING DWGS. 1) ROW OF HORIZONTAL DIRECTION WHEN REQUIERED BY POST HEIGHT f PROVIDE /1\ DRIVE SAFETYNAILATELLISCLAMP (TYP) JOIST SEE FLR. PLAN STRINGER SEE FLR. PLAN PROVIDE WD, PLATE NAILED AS REO'D. 16d NAILS TYPICAL 2x4 BRACE TO POST CONNECTION uj 0 m ADJUSTABLE SCREW JACKS WITH 7"x7" SWIVEL PILATE FRAME SPACING FRAME SPACING CROSS BRACE GOOSER BRACE ALUMINUM STRINGER ADJUSTABLE SCREW JACKS WITH U—HEAD OUPLING PIN I NG AND RESHORINGCONCRETESLAB3/4" PLYWOOD CONCRETE SLAB — 3/4" PLYWOOD SEE FLOOR PLAN SEE FLOOR PLAN ALUMINUM ,JOISTS ALUMINUM JOISTS LEGEND AND STRINGER, AND STRINGER, STORY OF SHORES SEE SLAB SEE SLAB RIGID SUPPORT AT SCHEDULE SCHEDULE STORY OF RESHORING 100% r..r... :..e t, . .;,:, . • '- HFRESHLY PLACED SLAB HARDENED SLAB C--{ BEAM SCHEDULE SCREW JACK AND SCREW JACK AND a9 aY OPERATION STATUS OF OPERATION BEAM SIZE PLYWOOD JOISTS STRINGER DI '_-ANCI. BEWEEN FRAMESRAMES aaC " 1 TB— 1 12 x 12 3/4" 1 1 8'--0" MAX. 1 FB— 1 48 x 9 3/4" 3 1 6'-0" MAX. 1 FB— 2 48 x 9 3/4" 3 1 6'-0" MAX, 1 FB— 3 36 x 9 3/4" 3 1 8'-0" MAX. 1 FB-4 48 x 12 3/4" 3 1 5'-0" MAX. 1 FB— 5 48 x 9 3/4" 3 1 5'-0" MAX. 1 FB-6 136 x 9 3/4" 3 1 5'-0" MAX. 1 FB-- 7 36 x 9 3/4" 3 1 5-0" MAX. 1 FB-8 24 x 9 3/4" 3 1 8'--0" MAX. 2 TB— 1 8 x 12 3/4" 1 1 8'--0" MAX. 2FB— 1 48 x 9 3/4' 3 1 6'-0" MAX. 2FB-- 2 48 x 9 3/4" 3 1 6'-0" MAX. 2B— 1 8 x 20 3/4" 1 1 8`-0" MAX. 2B— 2 NOT USED 2B-- 3 8 x 20 3/4" 1 1 8'-0" MAX. 2B— 4 16 x 16 3/4" 2 1 8'-0" MAX. 2B— 5 8 x 23 3/4" 1 1 8'-m0" MAX. 2B— 6 16 x 12 3/4" 2 1 8'-0" MAX. 2B— 7 26 x 49 3/4" 3 2 4'-0" MAX. 2B— 8 22 x 21 3/4" 3 1 7'--0" MAX. 28— 9 8 x 64 3/4" 1 1 7'-0" MAX. 2B— 10 12 x 61 3/4as 2 1 r> 5'-0 MAX. 2B— 11 12 x 24 3/4" 2 1 8'-0" MAX. 2B— 12 12 x 24 3/4" 2 1 8'-0" MAX. 2B— 13 8 x 24 3/4" 1 1 8'-0" MAX. 213— 14 8 x 24 3/4" 1 1 89-0" MAX. 28— 15 8 x 24 3/4" 1 1 8'-0" MAX. 2B— 16 8 x 24 3/4" 1 1 8'-0" MAX. 28-- 17 8 x 52 3/4" 1 1 8'-0" MAX. 213— 18 8 x 28 3/4" 1 1 8'-0" MAX. 2B— 19 8 x 40 3/4" 1 1 8'--0" MAX. 2B— 20 8 x 28 3/4" 1 1 89--0" MAX. 2B— 21 8 x 41 3/4" 1 1 8'-0" MAX. 2B— 22 8 x 41 3/4" 1 1 8'-0" MAX. 2B— 23 8 x 28 3/4" 1 1 8'-0" MAX, 2B-- 24 12x26 1/2 3/4" 2 1 8'-0" MAX. 2B— 25 8 x 44 3/4" 1 1 8'-0" MAX. 2B— 26 8 x 44 3/401 1 1 8'---0" MAX. 2B— 27 8 x 40 3/4" 1 1 8'-0" MAX, 2B— 28 8 x 40 3/4" 1 1 8'-0" MAX. 2B— 29 8 x 22 3/4" 1 1 8'-0" MAX. 213— 30 8 x 24 3/4" 1 1 8'-0" MAX. 2B— 31 8 x 20 3/49' 1 1 8'-0" MAX. 2B— 32 8 x 24 3/4" 1 1 8'—C" MAX. 28— 33 8 x 24 3/4" 1 1 8'-0" MAX. 28— 34 8 x 24 3/4" 1 1 8'-0" MAX. 26— 35 8 x 24 3/4" 1 1 8'-0" MAX. 213— 36 8 x 16 3/4" 1 1 8'-0" MAX. 28— 37 8 x 40 3/4" 1 1 8'-0" MAX. 28— 382B— 38 8 x 40T8x40 3/4" 1 1 8'-0" MAX. 28— 39 8 x 31 3/4" 1 1 8'-0" MAX. 2B— 40 8 x 40 3/4" 1 1 8'-0" MAX. 2B— 41 8 x 31 3/4" 1 1 8'-0" MAX. 2B-- 42 8 x 24 3/4" 1 1 8'-0" MAX. RTB— 1 x — 3/4a9 RTB— 2 8 x 12 3/49f 1 1 8'-0" MAX. U" HEAD BY I3Y U HEAD BY BY STRUCTURE SAFWAY TYP. ___ SAFWAY TYP. AS45 HEAVY DUTY AS45 HEAVY DUTY FRAME BY BY FRAME BY BY 1 A 'OUR SLAB 1 c) SAFWAY TYIP. ® SAFWAY TYP. I 1 1B REMOVED LIVE LOAD- SLAB 1 AS46 HEAVY DUTY AS46 HEAVY DUTY FRAME BY BY FRAME BY BY 1C REMOVED SHORING SAFWAY TYP. SAFWAY TYP. SLAB 1 SCREW JACK AND ~ SCREW JACK AND 1D PLACE RESHORING - BASE PLATE BY BASE PLATE BY SLAB 1 SAFWAY TYP, SAFWAY TYP. SLAB ON GRADE SLAB ON GRADE 2A POUR SLAB 2 2B REMOVED LIVEMom` LOAD- SLAB 2 2C REMOVED SHORING SLAB 2 TE TB A SCALE 3/8"-1'-0" SCALE w 3/8"-1'-0" S Ha-4 NEW CONC, SLAB 3/4" PLYWOOD TYP. 4x4 WD. JOISTS TYP. 44 WD. STRINGER TYP. — 10" _;ONC;, SLAB SEE STRI CT. DWG. FOR 100% 0. ® e ADD' INFO, YP, 4x4 WD. POST SHORE TYP. .. T.O 4:ONT. SLAB a . 9.. SEE .,4RCH rn a ° WD. SHIM BY •_ ...., :.. . CONTRACTOR TYP, EXIST, CONC. SLAB L. 0 1 0 SHORING SEE SAFWAY DWG. FOR ADDL. INFO,. TYP. 1 SEE STRUCT. DWG. FOR ADD L. INFO, TYP. m 1 T.O. C.CONT, SLAB d ..,.—_ _ a. SEE ARCHit .4 e°. 4 a. 0 0 O O O 0 0 0 0TYPICALSHORINGSECTION 0 0 9 0 9 0 0 9 0 AT CONCRETE STAIR v s@ @^gyp SCALE. 1 /4"=l'-0" 0 p O O 0 0 9 .' RESHORING. LJJ p p o 0 0 0 (1) DB 350 STL, POST SHORE OR (1) 4x4 ELLIS TYP. (LEG BY LEG) 9 tl 0 0 0 tl 1 STL. POST SHORE BY SEE STR{JCT, DWG, FOR ADDL. INFO. TYP. SAFWAY TYP. d .. ,, ., a. SEE ARCHT T.O. CONT. SLAB HEAVY DUTY FRAME . a. a `" w . . . .. a .. BY MANUFACTURER_ Tiii==1Z =