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HomeMy WebLinkAboutShoring Details` * ' a } ^� ` 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 SAFETYNAIL AT ELLIS CLAMP (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 RESHORING CONCRETE SLAB 3/4" 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, . .;,:, . • '- H FRESHLY 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 FRAMES RAMES 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— 38 2B— 38 8 x 40T 8 x 40 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 LIVE Mom` LOAD- SLAB 2 2C REMOVED SHORING SLAB 2 TE TB A SCALE 3/8"-1'-0" SCALE w 3/8"-1'-0" S H a-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 r ♦ n 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 ARCH • it .4 e°. 4 a. 0 0 O O O 0 0 0 0TYPICAL SHORING SECTION 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 =