Loading...
HomeMy WebLinkAboutS4.02Y' 4' CONCRETE SLAB W/ 6X6- W1.4XWIA W.W.F. OVER 83/ ` r- '^ 12' CM.U. FDN. WALL 6' GRANULAR FILL 4 - -i - -- 6 -MIL VAPOR BARRIER f I ' i c{1 SEE PLAN —I - -- -- _�- FOR T/FTG J. 2 - 05 CONTINUOUS 21-01 - -- - -- - - - - -- - -- - _ _ /20=1'— C� 5402 } - %. NOTE: MECH. DWrxS. ARE � NOT IN THE SCOPE OF THIS WORK. G.G. SHALL COORDINATE TOP OF PIER i' -8' .1L - ------ - - -,�' .1- - - - 1 -8 W12 STEEL COLUMN -� i _8 W12 STEEL COLUMN � AND FOOTING ELEVATIONS W12 STEEL COLUMN -• ! SEE SASE PLATE 4 SEE BASE PLATE 4� W/ TURN -OUTS FOR PIPES, SEE BASE PLATE 4 ! 12' CM.U. FDN. WALL ANCHOR BOLT DTLS. /B' �' - 12' G M . FDN. WALL ANCHOR BOLT DT Ls. j CONDUIT, ETC- ANCHOR BOLT DTLS. �•. ! 12' CJ"1 U. FDN. WALL �- BELOW -'� — BELOW BELOW /2 ISOLATION JOINT ' - - /COLUMN EXPANSION JOINT/ EXTERIOR CONCRETE MANSN JIN WALK -SEE SITE DWGS. { / BLOCKOUT - SEE DTL. BELOW (; BLOCKOUT - SEE DTL. BELOW ( BLOGKOUT -SEE DTL. BELOW I I , I I i I I , I +01-01 / I FF. +0 -0 FF. FF. +0 -0 I j I 24'X24' CONIC. PIER !� 24'X24' CONC. PIER t - - -__ _ - - -- _ __ -- _ 40'X40' CONIC. PIER -.� -- - -- - �� I *5 s 16' O.G. INTO ; W/ 4 -08 VERTICAL 4 � -� W 4 -"8 VERTICAL � '� cn � W/ 8 -"9 VERTICAL 4 , Q - -- Q ' GROUTED GORES "3 TIES a 8° O.C. 3 TIES 8' O.C. I Q *3 TIES 8' O.C. I 32' 32' SEE PLAN SEE PLAN SEE PL4,N I I ' SEE PLAN - - FOR T/FTG r ' [j FOR T/FTCz �- Q - FOR TiFTGs - a FOR T /FTG w w al Lu w 2 -"5 CONTINUOUS U SEE SCHED. FOR RE INF.- U I SEE SCHED. r-oR RE INF.- Z I U SEE SCHED. FOR RE INF." 2 -0 SEE COLU , FOOT ING SCHEDULE ! SEE COLUMN FO ING SCHEDULE SEE COLUMN FO ING SCHEDULE -- -- - _- - - - -�' � -- - - -- EQUAL -- --r -- EQUAL * -- EQUAL EQUAL ' EQUAL EQUAL �N 2 3 c' 1=, ION �3 _5E- C-7 ION 4 5 �� � �N 5 I �2 " =!' -Q� `54>a2 /2° I' —Q> SJ/ 'z' = " -0 8462 �z' =1. -� S4,a2 51 I i Oi 6 /� 67 &, ' „ -1/L/ 2 _; w \} 2'! -0' i � 0 - -.- -- / 4 -08 VERTICAL W/ 03 TIES * 8' O.G. FOR TOP 3' -0' OF PIER 4 POSITION OF COLUMN —' 12' O.G. FOR BALANCE ANCHOR BOLTS �► I olv, t� i ! 83/ ' �- 12' Cl-I.U. FDN. WALL CURTAIN WALL RIGID INSUL. THER !AL BREAK SEE ARCH.�� EXTERIOR CONCRETE SECTIONS ! ! WALK -SEE SITE DWGS. - - - - h --- --- -! "5 6 16 O.C. INTO GROUTED CORES } 32' 32' i `A SEE PLAN FOR T/FTG 2 - 05 CONT INUOUS 3ECIi Nri �i Y • __ 1' _0 5402) ! 3' +4' ; i i NOTE: !-IEGH. DWGS. ARE J NOT IN THE SCOPE OF IN THE BASEMENT LEVEL THIS WORK. G.G. SHALL COORDINATE TOP OF PIER W12 STEEL COLD! , ' -�, AND FOOTING ELEVATIONS SEE BASE PLATE 4 ; W/ TURN -OUTS FOR PIPES, ANCHOR BOLT DTLS. CONDUIT, ETC - BELOW OF ANGLE. -7 N __ I - COLUMN EXPANSION JOINT/ FF. +0' -0' OR ' BLOCKOUT - SEE DTL. BELOW - - - -- -- - -- - - - -- _ __ -- W12 STEEL COLUMN SEE PLAN L I Q FOR T/FTG "4 0 12 IL EACH WAY } c SEE SGHED. FOR RE!NF. -. l U a I I SEE COLUMN FOOTING SCHEDULE SEE SPECS. 'I EQUAL I EQUAL 51 I i Oi 6 /� 67 &, ' „ -1/L/ 2 _; w \} 2'! -0' i � 0 - -.- -- / 4 -08 VERTICAL W/ 03 TIES * 8' O.G. FOR TOP 3' -0' OF PIER 4 POSITION OF COLUMN —' 12' O.G. FOR BALANCE ANCHOR BOLTS �► I olv, t� i ! 83/ ' �- 12' Cl-I.U. FDN. WALL CURTAIN WALL RIGID INSUL. THER !AL BREAK SEE ARCH.�� EXTERIOR CONCRETE SECTIONS ! ! WALK -SEE SITE DWGS. - - - - h --- --- -! "5 6 16 O.C. INTO GROUTED CORES } 32' 32' i `A SEE PLAN FOR T/FTG 2 - 05 CONT INUOUS 3ECIi Nri �i Y • __ 1' _0 5402) ! 3' +4' ; i i I i AT TOP KEYWAY FOR PITS ANGLE BY OTHERS. CONN. IN THE BASEMENT LEVEL TO GONG. W/ EXPANSION ANCHORS. ALTERNATE: ct PROVIDE EMBED PL3 14X6X1' -0 W/ 2 -' /2' DIAM. X be HEADED i ANCHORS FOR FIELD WELDING FORMED KEYWAY AT- 1 I POSITION OF COLUMN ANCHOR BOLTS 8 -09 VERTICAL W/ 3 SETS OF 03 TIES ® 8' O.G. IEa2 Z) E'I 3/�' =1' -© PROVIDE PVC WATERSTOP ELEV. DOOR SILL SUPPORT AT TOP KEYWAY FOR PITS ANGLE BY OTHERS. CONN. IN THE BASEMENT LEVEL TO GONG. W/ EXPANSION ANCHORS. ALTERNATE: ct PROVIDE EMBED PL3 14X6X1' -0 W/ 2 -' /2' DIAM. X be HEADED C\2 ANCHORS FOR FIELD WELDING FORMED KEYWAY AT- 1 OF ANGLE. TOP 4 SOT. OF WALL FF. 40' - 0' OR FF. - 14' -0' cn }- , _ __ -- W12 STEEL COLUMN O ;:� m Cd z "4 0 12 IL EACH WAY } c CONTIN. PVC lu WATERSTOP - ! SEE SPECS. ! ' WASHERS. WELD W 1 FOUNDATION 05 B 12' O.G. EACH WAY 8' ; SEE PLAN FOR P!T DIMENS!ONS V'FY. W/ SUPPLIER , Q 9 ' 8 _ i a Yu z p4 W-J� 0 W12 STEEL COLUMN w z + -!EAVY HEX, DOUBLE (r I NUTS W/ PL3 /sX.2' 2X2'/2 `Q :`+ Z 'U i'� WASHERS. WELD AFTER ERECTION. I X� 1 __ -_- CONCRETE PIER P -1 d II OR FOOTING. NOTE M1N. Q 0 GA. i- 15 a +k - -- - �±' DEPTH OF FTG. U: - HEAVY HEX NUT W;` PL3 /8X2'/2X21/2 WASHERS TACK WELD NUT TO BOLT V 14' RE INF. CONCRETE BASEMENT WALL I , ' 12' G M.U. FDN. WALL ' I I I ! , J DOVETAIL ANCHOR SLOT WI - - - -_— =__- ---- - - - - -' _'--- _ --__ -- - -- - RIGID STRAP ANCHORS AT C ON C fRF= 7 16' O.C. INTO GROUTED CORES 112 1C0 0 i� i' I FF. +01-01 OR ELEVATOR DIVIDER BEAM (' EMBED PL3 /4Xi2X1' -0J W/ 4--/2' D 1 AM. X 6' HEADED ANCHORS * -- r– U � I m I , ,' -0' 8' SEE PLAN FOR PIT DIMENSIONS V'FY. W/ SUPPLIER Q q' J I i 1' /2', CAA != 15' - � �/2 { II i I i I _ >1/41 , TYP. BASE PLATE BP"! 't' = 13/4' 4 -1 3/16' ID 14- HOLES FOR ve' DIA. AB"1'S 1112 -? , GA. != 16' r - -111/2' - Qt -- - - - - - -i - -- v; l7 I, L � T`r'P. BASE PLATE 5P02 't' 2' 4 -13,a' DIA. HOLES FOR 1'/4' DIA. 4,5"2'5 545E 5:lr�*12 -- HEAVY HEX NUT W/ PL36X3X3 WASHERS TACK WELD NUT TO BOLT - - -I A ! 0 GA 12' 21 0 I i TS8X8 COLUMNS AT �f -- -�` - -- r - - -- I ENTRANCE CANOPY CONCRETE PIER -� cl, I J SLAB CONTROL ISOLATION SLAB CONTROL WRAP BASE OF COL. ' E JOINTS - SEE -� JOINT AT 1ST, JOINTS T • a FDN. WALL - -- J' R � -SEE ,, � W/ 1/z' fSOLATION - -�- - DTL ON 5401 y„ ! WATERSTOP RX DTL ON 5401 4 MATERIAL 4 CAULK ►-_. -_ �__ _. -- -- -- r.__ -_ _._ _ _ -_ _- -_ ______ -- � AT BASEMENT FDN. PLANS OUTLINE or- BASE PLATE BELOW OUTLINE OF PIER BELOW FOR LOC. I r--- ! NOTE: THIS 1S AN ACCEPTABLE ALTERNATE TO HE DIAMOND t �- •�= __ -° SHAPE. THIS DETAIL SHOULD O- -- - - -- - - — - BE USED IN LIEU OF THE DIAMOND ; TYP. BASE PLATE 151:241 't' 1, WHERE TERRAZZO, CERAMIC TILE, I �) 4 -1 3/16' DIA, HOLES FOR l /8' DIA. A5"1'S OUTLINE OF I- -� I - - OR VINYL SHEET GOODS WILL BE - - BASE PLATE BELOW / II THE FINISH FLOOR MATERIAL. x ATE 51� #3 I SOME MINOR RANDOM SHRINKAGE �', °�� 1 SLAB CONTROL OUTLINE OF PIER -f j CRACKS SHOULD BE ANTICIPATED. 3a° CHAMFERS -' / V -- - : JOINTS -SEE BELOW -+ - -- - - -- -- - - - - - -7 1/211=1' -0 DTL. ON $401 1 ° =V-0 M Z m "It \ 0 ►� �_ 0) N � m Q U U1 ►y►y 'a-) CCU td O c5 a� _ s 04 N a w UJ �s a Q c N � c 0- W m N Z < Z 5 .J Z �muiQ W Z 0 �UZZ .J N 0<0< -r.UzQ O Q — W zv aZ ct C\2 co Lu ''",4 co cn }- _ __ -- W12 STEEL COLUMN O ;:� m Cd z - - - -- HEAVY HEX DOUBLE c ! NUTS W,' PL3 /8X3X3 ! ' WASHERS. WELD W 1 FOUNDATION SECTIONS AFTER ERECTION. -A �- _ i I xm CONCRETE PIER P -2 OR FOOTING. NOTE MIN. DEPTH OF FTG. = 1' -8'. Q q' J I i 1' /2', CAA != 15' - � �/2 { II i I i I _ >1/41 , TYP. BASE PLATE BP"! 't' = 13/4' 4 -1 3/16' ID 14- HOLES FOR ve' DIA. AB"1'S 1112 -? , GA. != 16' r - -111/2' - Qt -- - - - - - -i - -- v; l7 I, L � T`r'P. BASE PLATE 5P02 't' 2' 4 -13,a' DIA. HOLES FOR 1'/4' DIA. 4,5"2'5 545E 5:lr�*12 -- HEAVY HEX NUT W/ PL36X3X3 WASHERS TACK WELD NUT TO BOLT - - -I A ! 0 GA 12' 21 0 I i TS8X8 COLUMNS AT �f -- -�` - -- r - - -- I ENTRANCE CANOPY CONCRETE PIER -� cl, I J SLAB CONTROL ISOLATION SLAB CONTROL WRAP BASE OF COL. ' E JOINTS - SEE -� JOINT AT 1ST, JOINTS T • a FDN. WALL - -- J' R � -SEE ,, � W/ 1/z' fSOLATION - -�- - DTL ON 5401 y„ ! WATERSTOP RX DTL ON 5401 4 MATERIAL 4 CAULK ►-_. -_ �__ _. -- -- -- r.__ -_ _._ _ _ -_ _- -_ ______ -- � AT BASEMENT FDN. PLANS OUTLINE or- BASE PLATE BELOW OUTLINE OF PIER BELOW FOR LOC. I r--- ! NOTE: THIS 1S AN ACCEPTABLE ALTERNATE TO HE DIAMOND t �- •�= __ -° SHAPE. THIS DETAIL SHOULD O- -- - - -- - - — - BE USED IN LIEU OF THE DIAMOND ; TYP. BASE PLATE 151:241 't' 1, WHERE TERRAZZO, CERAMIC TILE, I �) 4 -1 3/16' DIA, HOLES FOR l /8' DIA. A5"1'S OUTLINE OF I- -� I - - OR VINYL SHEET GOODS WILL BE - - BASE PLATE BELOW / II THE FINISH FLOOR MATERIAL. x ATE 51� #3 I SOME MINOR RANDOM SHRINKAGE �', °�� 1 SLAB CONTROL OUTLINE OF PIER -f j CRACKS SHOULD BE ANTICIPATED. 3a° CHAMFERS -' / V -- - : JOINTS -SEE BELOW -+ - -- - - -- -- - - - - - -7 1/211=1' -0 DTL. ON $401 1 ° =V-0 M Z m "It \ 0 ►� �_ 0) N � m Q U U1 ►y►y 'a-) CCU td O c5 a� _ s 04 N a w UJ �s a Q c N � c 0- W m N Z < Z 5 .J Z �muiQ W Z 0 �UZZ .J N 0<0< -r.UzQ O Q — W S4w021' ct C\2 co ''",4 co O O ;:� m Cd CO (3.) o a.> co co C. M c �NN W FOUNDATION SECTIONS S4w021'