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'OP, i)I` FLEVAT'LXT = 10U 00'_
T„P i,�F INTERIOR FJCTING ELEVATION = 99' -4" 111!-, O N.)
THE SLAB ')N GRADE IS 4' THICK (U.0 NA REiNFIiRCE h1T'H
�'YNTHET!C FIBERS.
4 THE ONCRE'E COMPRESSIVE STRENGTi -OR FOOTINGS. PIER`, WA`_:;
ANG SLAB ON GRADE IS 3000 PSI AND THE MIX 2ES;CN 'S 4,
CC1.IP, ESSIVE S TRENGTH AT 28 DA'Y, : 3C-) �'
MINIMUM CEMENT CONTENTS 423 LB /CU YL'
M4XIMUM WATER - CEMENT RATIO: 048
e WATER REDUGNG ADMIXTURE REQUIRED
SYNTHETIC FIBERS FOR SLABS ON GRADE
A n CONTENT 6 7 1% FOR CONCRETE EXPOSED T�' ',NE47HER
TOF' OF PIER ELEVATION IS 99'-4' (U ON.).
E. OVFRCUT ALL EXCAVATIONS FOR COLUMN AND WALL FOOTINGS A MINIMUM
OF 6" IN DEPTH AND PLACE MUD MAT ;N EXCAVATION WITHIN THE SAME
8 HOUR DAY OR SOONER IF POSSIBLE.
1 PROVIDE Di)'dE ?A!L aNCH K S ''T` A r TIC a tii_ GF A,, E`. l RE 14 PR,r IUE T `'S YPE 69 34 ;E I I nEINFORCEMEN' AT E'V'ERtY�! URSE
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MASONRY *P ITS C, )N. rETE 4ND i_AP ''- 4" OVER FI_I rd -'N OF WALL (APF'R� >X_ 4Tj
g i P, j `TIA) iND!CAIES PIER TYPE t & IA `c )RA'WN.� _,;14 r PiE '.'ETAiL, 15. FEIN; JRCE MAS ONRY WALLS W, VERTICAL AT E'" ;.C. Fi!L' HEIGHT OF WALL AN
J — (1) - #4 HORIZONTAL TOP AND Fli ?TT ?M OF EACH STC;R` ;-_4f" I - - -B') (U.O.N.)
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P 2 j INDICATE , P!ER TYPE _, SEE DRAWN' `,4 :�R PIE!' �'E �4i± PR,,�,DE (1) - #4 VERTICAL A i __ri H EL'GE OF WALL JPENIN , JI_L HEIGHT OF WAi
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GEt +TER REtNF_')R:IEMENT IN WAtL SEE SECTION 2, 3 AND 12 ON DWG 5204.
9 REFER T!) ARCH.!TECTURAl `,RAWING�_ �7!�R RAL,ANCE '`F ,N OPVA I
Ir PRUVIDE A CONCRETE WRAP ARGUND ALL COLUMNS THAT BEAR (} "v FOOTINGS UNDER
I 1 GR!1L!T Fl Li ALL BLOCK csE_')W ':FADE iHF FIRST FLOOR SLAB TO PRGTt.I'T COLUMN, BASE Pi AU AND Es I) Is FROM
CORROSION THE WRAP SHOUL' ^E FLUSH WITH THE FIRST `~['`OR SLAB AND BE
SEE DiRA'WNG 5204 FOR BASrPL -ATE. ANL �N HOR g'; IF,a;�11 MAT!')N A" WIDEP (MiNIM!,IM) THAN THE ;ASE PL AI BOTH D!REI_TION
I CONTROL JOINTS ARE TO BE ' 1 '2' DE `,HALT_ PE SPREAD N' GREATER ER THAN 15' -0" 1T ^.EE DRAWNG S2C's' FGR GENE�-.�,_ NOTES AND TYPICAL DETAAIL_;
EITHEP DIRER TION AND HAVE A LENr�TH To WIDTH 4ATIr' NO '_REA_LP; THAN 5, 1%
KC.ONTRCvt. JOINTS SHALT. BE LOCATED WITIIiN A FCO'ING +:)R T' Ir;KENED SLAB SEE 18 AiJ WALL FOOTINGS 6'-0" AN` III ARE TO BE V -4" THICK. 3;HERWISE WALL
DRAWING S20L_i FOR TYPICAL CONTROL JOINT AND T � PICAL LrC'vS l= ,(_TION JOINS F�JOTINGS ARE -O" TNICk'..
!:`•- E�" OR 10" CONCRETE BLOC! WALL, FILL SOLD WITS' CONCRETE Ri)Aa FTG. TO ROOF 19- ALL LOAD BEARING MASONRf RE' UIRE`� "SPECJAL INSPECTION" AS DEFINED IN THE
REINFORCE FROM FTG- TO 3rd FLOOR w/ #t AT 1E" VERTS, #4 TOP & POTTOM 199' EDITION OF THE UNIFORM E,7JILDING CODE
EACH STORY AND 3rd FLOOR TO RCOF w/ #5 AT 32" VERTS, #4 HOR!7 TOP & BOTTOM.
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20. PROVIDE A THICKENED SLAB UNDER THE ELEVATOR EQUIPMENT ROOM MASONRY
WALLS PER THE "T'YKAL THICKENED SLAB UNDER PARTITIONS DETAIL" ON
DWG, 5205. DO NOT BUILD WALLS TIGHT TO UNDERSIDE OF PRECAST HOLLOW
;ORE SLABS. PROVIDE A 1/2" GAP.
21 CMU's ARE 8' IN. NOMINAL MOTH UNLESS OTHERWISE NOTED.
22, ALL STEEL COLUMNS ARE TO BEAR ON CONCRETE WITHOUT EXCEPTION.
23. VERIF r' THE LOCATION OF ALL COLUMNS WITH THE ARCHITECTURAL DWGS.
COLUMNS MUPT BE LOCATED WITHIN WALLS OR COLUMN WRAPS. IF THERE
IS A DISCREPRANCY BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS,
STOP WORK IN THAT AREA AND CONTACT THE A/E IMMEDIATELY.
24. VERIFY LOCATION AND SIZE OF ALL DOOR OPENINGS THRU MASONRY IINT€RIOR
AND EXTERIOR WALLS MATH ARCHITECTURAL DWGS. IF THERE IS A DISCREPANCY
BETWEEN ARCHITECTURAL. AND STRUCTURAL DWGS., STOP WORK IN THAT AREA
AND CONTACT THE A/E IMMEDIATELY.
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25. ALL FOUNDATION REINFORCEMENT IS TO BE 3' CLR. TO THE BOTTOM (U.O.N.).
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20. PROVIDE A THICKENED SLAB UNDER THE ELEVATOR EQUIPMENT ROOM MASONRY
WALLS PER THE "T'YKAL THICKENED SLAB UNDER PARTITIONS DETAIL" ON
DWG, 5205. DO NOT BUILD WALLS TIGHT TO UNDERSIDE OF PRECAST HOLLOW
;ORE SLABS. PROVIDE A 1/2" GAP.
21 CMU's ARE 8' IN. NOMINAL MOTH UNLESS OTHERWISE NOTED.
22, ALL STEEL COLUMNS ARE TO BEAR ON CONCRETE WITHOUT EXCEPTION.
23. VERIF r' THE LOCATION OF ALL COLUMNS WITH THE ARCHITECTURAL DWGS.
COLUMNS MUPT BE LOCATED WITHIN WALLS OR COLUMN WRAPS. IF THERE
IS A DISCREPRANCY BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS,
STOP WORK IN THAT AREA AND CONTACT THE A/E IMMEDIATELY.
24. VERIFY LOCATION AND SIZE OF ALL DOOR OPENINGS THRU MASONRY IINT€RIOR
AND EXTERIOR WALLS MATH ARCHITECTURAL DWGS. IF THERE IS A DISCREPANCY
BETWEEN ARCHITECTURAL. AND STRUCTURAL DWGS., STOP WORK IN THAT AREA
AND CONTACT THE A/E IMMEDIATELY.
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25. ALL FOUNDATION REINFORCEMENT IS TO BE 3' CLR. TO THE BOTTOM (U.O.N.).