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HomeMy WebLinkAboutS4.0341/2' CONCRETE SLAB W/ 6X6- W2.iXW2.1 W.W.F. OVER 6' 111/2', 18 GA. PTD. COMPOSITE + '�- METAL DECK TOTAL 't' = 6' I I I FF. +01-01 I� 32' l 05 24' O.G. I "►'o 6 12' O.C. VERTICAL—- 05 a 12' O.C. HORIZONTAL - *3 SPACER TiES * 48' O C. EACH WAY m 41/2' CONCRETE SLAB W/ { + - 14' REINF. CONC. 6X6 - W2.iXW2.1 W.W.F. OVER 6' 'r BASEMENT WALL 11 /2', 18 GA. PTD. COMPOSITE + FORMEp SLAB EDGE OR METAL DECK. TOTAL 't' =6' i SHEET METAL POUR STOP FF. +0' -0' - - .- -ter- -� L- I COMPOSITE STEEL I ! BEAM - SEE PLAN T1 I I FOR SIZE 32' I 05 0 24' O.G. SEE DETAiLa ON 54.01 FOR INFO. RE: BAGKFILLING t , SUBSURFACE; DRAINAGE SYSTEM. ! % s 12' O.C. VERT iCAL ---' 05 6 12' O.C. HORIZONTAL i I i I j I 113 SPACER TiES 48' O.G. Q EACH WAY I i I �I j "4 6 12' O.C. yy ERTICAL { �- 05 G 12' O.C. HORIZONTAL f; i' %' �L. j 2' CL. 1' /2 ' CL. SLAB ON GRADE - SEE I �- THICKEN SLdB TO 8' SLAB ON GRADE - SEE PLAN FOR THICKNESS, W/ i �4ROUND CONTINUOUS PLAN FOR THICKNESS, W/ j W.WF. OVER 6' GRAN. FiLL < %� WATERSTOP iRX ' W.W.F. W W OVER 6 GRAN. FiLL 4 ' 6 -MiL VAPOR BARRIER ( ' 6 -MIL VAPOR BARRIER i FF. - 14' -0' I FF. - 14' -0' FORMED KE WAY, TYPICAL o o ; SEE PLAN O - - -- - -1 - - - - -- -,1/L - - -- FOR T/FTG I Ni T- 4-05 CONTINUOUS -% i e C7 f Oil 0544�03 �2 1/2° 5403 BALANCE OF INFO. SIMILAR TO 1/54.03 1 1' -8' 6' i' -2' t' U cn 4' CONCRETE SLAB W/ 6X6- W1.4XW1.4 W.W.F. OVER 6' GRANULAR FILL < 6 -MiL VAPOR BARRIER SLAB TRANSITIONS FROM 8' TO 4' THICK OVER 12' LENGTH PROVIDE 2 LAYERS OF W.W.F. iN THIS AREA. BALANCE OF INFO. SIMILAR TO 1/54.03 to EMBED PL3 %X12X1' -0 W/ 4 -3 %4' DIAM. X 4' HEADED ANCHORS y2 3 -*5 CONTINUOUS 4'1/2' GC 6X6 -W 1'1/2', 18 + METAL ID 05X81-4 CNTRD JOINT 32' 7m 14' REINF. GONG. BASEMENT WALL DECK CELL CLOSURE W12 STEEL COLUMN -� C co 1:11/2' CONCRETE SLAB W/ :,X6- W2.iXW2.1 W.WF. OVER 10 ' L. (o i' -2' 'C 18 GA. PTD. COMPOSITE __.. co a IETAL DECK TOTAL 't' =6' BEAM - SEE PLAN { I' I I 11I lY CjwJ —/ U COMPOSITE STEEL J i ■ 111111im!111 O �•J X BEAM - SEE PLAN N a- lei FOR SIZE FOR SIZE SEE DETAILS ON 54.01 FOR 5X8' -0 12' O.C. _� io z INFO. RE: BACKFiLLING s Ix Z U 4' TO ct BOLTS - SUBSURFACE DRAINAGE ;NTRD. OVER CONSTR. X SYSTEM. I I j IOiNT ` ANCHOR BOLT INFO. SIMILAR TO 3/5403 7UTL iNE OF BEAM BRG. -- , - 2 -3/4' DIAM. X 12' LONG 0. 24'X24' NOMINAL PIER -2 -31/4' DIAM. X 12' LONG } ; DOCKET, SEE DTL. 154.0 f- AT 12' O.G. FROM T/FTG TO y 32' 32' +3' NOOK. GA. = 9' TYP. FIER WHERE SPACING -- I I n1/ - - *5 6 24' O.G. -- i NX _ a Z z i 04 e 12' O.G. `RTICAL 1/2° 5403 BALANCE OF INFO. SIMILAR TO 1/54.03 1 1' -8' 6' i' -2' t' U cn 4' CONCRETE SLAB W/ 6X6- W1.4XW1.4 W.W.F. OVER 6' GRANULAR FILL < 6 -MiL VAPOR BARRIER SLAB TRANSITIONS FROM 8' TO 4' THICK OVER 12' LENGTH PROVIDE 2 LAYERS OF W.W.F. iN THIS AREA. BALANCE OF INFO. SIMILAR TO 1/54.03 to EMBED PL3 %X12X1' -0 W/ 4 -3 %4' DIAM. X 4' HEADED ANCHORS y2 3 -*5 CONTINUOUS 4'1/2' GC 6X6 -W 1'1/2', 18 + METAL ID 05X81-4 CNTRD JOINT 32' 7m 14' REINF. GONG. BASEMENT WALL DECK CELL CLOSURE W12 STEEL COLUMN -� fU I SEE SCHED. FOf� RE INF. -" 6E C-ri f ON 2 %2' =1' - 0 5403 eECT f ON %2' n I STAIR 1' 15 6' 1' I �I I SHEET METAL ! CLOSURE I I SHAFT WALL SEE ARCH. OWSS. I 32' I I 05 * 24' O.G. ' I r BALANCE OF INFO. SIMILAR t0 2/84.03 7,ATION OF STRIP TO AVER 4T BTWN. t SLAB CONS. JT. i FROM !R 12' LAYERS EA. W12 STEEL COLUMN I - PROVIDE MiSC. ANGLES FOR SUPPORT OF DECK 4 SLAB AROUND PiER POCKETS, TYPICAL. I � I i , i i 0 �i fI �i �i i -WALL REINF. IONTiN. ' THRU PIER 2' CL. i SEE COLUMN FOcbTiNG SCHEDULE - - -- EQUAL - - -- EQUAL ,5 C ION_3 ,ZA = -� - - -- - 5403 SEE PLAN q FOR T/FTG 2 .4 I 21- 11/2' I i' -8' 14' REINF. CONC. 611/2' -I -1 ! 2' -1 14' RE iNF. CONC. I -- BASEMENT WALL '�'�- "I -- '� - - - -'� BASEMENT WALL ! I ! 2' -41/4 SHEET METAL POUR STOP I I I ! 1 STEEL BEAM FOR -t--4-7 FF. +01-01 i ' L AT. SUPPORT I ! ' I ! F.F. +01-01 _ - -- �,i- -- OF ELEV. RA i L ,�— -1- -- -- - - - - -- - ! I ELEV. RAiL 4 -05 TOP AND BOTTOM MiN. 8' -0' LONGS CNTRD. 05 0 24' O.C. -� OVER DUCT. SEE TYP, DETAIL ON 54.01 FOR APPRpX. 42' DIAM. ADDNL. REINF. REQ'D. UNDEkSLAB DUCT AROUND ROUND OPNG. j COOi;�D. W/ MECH. % m 12' O.C. VERTICAL--I , 05 is 12 O.C. HORIZONTAL ! SEE DETAILS ON 5401 FOR i I I ~ - - -- �' INFO. RE: BACjGFiLLING # SUBSURFACE DRAINAGE I ! 03 SPACER TIES 48' O G. �? SYSTEM. ELEVATOR I ! MECHANICAL! EACH WAY i SHAFT I ! SHAFT ! ! I I � I I i i � - - I' SHAFT WALL - -f `�\\ - 04 12' O.C. WERT. SHAFT WALL ! 1 REINF. SiM. SEE ARCH. DWGS. 05 * 12' O.C. 4*I0RiZ. SEE ARCH. DWGS. I ! - TO 4/5403 I � I I I L. 2' CL. j ! ! � I I SEE PLAN FOR ! 6'I 6'I SEE PLAN FOR PIT DIMENSIONS PiT DIMENSIONS I i V'FY. W/ SUPPLIER I V'FY. W/ SUPPLIER - - - - -- -FF. _ 14'- 0' ( FF._ 14'- 0' ,IW W U —1 X (L SEE 8/54.02 O j } Q- SEE 8/54.02 O A FOR ELEV. PIT I + FOR ELEV. PIT WALL E FDN. +- WALL t FDN. Q } RE !NF. REINF. ©! FORMED KE'WAY, w 61 I -i FORMED KEYWAY, TYPICAL ( I i TYPICAL 1 l- I �! 3 PIT - 1/8' -0' ! X T/FTG -18 -0 FIT -18 0 T/FTG -TG -0 cv JI 3 -45 CONTINUOUS -ll� I U 3 -05 CONTINUOUS U' 2' -6' 1 2' -6' 0 1 I_ _5 c -if ON, 4 e E C, f ON 5 if-oil - -1 -8s— 11- 8' - -�, %2' =1' -0 5403 1' -8' %2 ° =1' -0 5403 i i_24 6" , " I , 6, 11-2' PROVIDE M15C. ANGLES Co ,✓ FOR SUPPORT OF DECK 4 i SLAB AROUND PIER I a-, j _w! BALANCE OF INFO. BALANCE OF INFO. as 6„ FORMED SLAB EDGE OR 10 61MILAR TO 6154.03 SIMILAR TO 1/54.03 SHEET METAL POUR STOP 1/I POCKETS, TYPICAL. t I i 4 - -- — - - I I - ► - - - - -- - - -- - - - - - -- — — I ---- - - - - -- ul BEAM POCKET m I i i BEAM POCKET -2' -2' FOR W18 _ -- -- - ' ', -2' -2' FOR W18 — I T = F I aL - POCKET WIDTH H 1/6 TY, OCKET WIDTH - COMPOSITE STEEL co N cd � Qo I __.. co a BEAM - SEE PLAN { I' Omcoa Wz X lY CjwJ —/ U COMPOSITE STEEL J i ■ 111111im!111 O �•J X BEAM - SEE PLAN N a- lei FOR SIZE FOR SIZE fU I SEE SCHED. FOf� RE INF. -" 6E C-ri f ON 2 %2' =1' - 0 5403 eECT f ON %2' n I STAIR 1' 15 6' 1' I �I I SHEET METAL ! CLOSURE I I SHAFT WALL SEE ARCH. OWSS. I 32' I I 05 * 24' O.G. ' I r BALANCE OF INFO. SIMILAR t0 2/84.03 7,ATION OF STRIP TO AVER 4T BTWN. t SLAB CONS. JT. i FROM !R 12' LAYERS EA. W12 STEEL COLUMN I - PROVIDE MiSC. ANGLES FOR SUPPORT OF DECK 4 SLAB AROUND PiER POCKETS, TYPICAL. I � I i , i i 0 �i fI �i �i i -WALL REINF. IONTiN. ' THRU PIER 2' CL. i SEE COLUMN FOcbTiNG SCHEDULE - - -- EQUAL - - -- EQUAL ,5 C ION_3 ,ZA = -� - - -- - 5403 SEE PLAN q FOR T/FTG 2 .4 I 21- 11/2' I i' -8' 14' REINF. CONC. 611/2' -I -1 ! 2' -1 14' RE iNF. CONC. I -- BASEMENT WALL '�'�- "I -- '� - - - -'� BASEMENT WALL ! I ! 2' -41/4 SHEET METAL POUR STOP I I I ! 1 STEEL BEAM FOR -t--4-7 FF. +01-01 i ' L AT. SUPPORT I ! ' I ! F.F. +01-01 _ - -- �,i- -- OF ELEV. RA i L ,�— -1- -- -- - - - - -- - ! I ELEV. RAiL 4 -05 TOP AND BOTTOM MiN. 8' -0' LONGS CNTRD. 05 0 24' O.C. -� OVER DUCT. SEE TYP, DETAIL ON 54.01 FOR APPRpX. 42' DIAM. ADDNL. REINF. REQ'D. UNDEkSLAB DUCT AROUND ROUND OPNG. j COOi;�D. W/ MECH. % m 12' O.C. VERTICAL--I , 05 is 12 O.C. HORIZONTAL ! SEE DETAILS ON 5401 FOR i I I ~ - - -- �' INFO. RE: BACjGFiLLING # SUBSURFACE DRAINAGE I ! 03 SPACER TIES 48' O G. �? SYSTEM. ELEVATOR I ! MECHANICAL! EACH WAY i SHAFT I ! SHAFT ! ! I I � I I i i � - - I' SHAFT WALL - -f `�\\ - 04 12' O.C. WERT. SHAFT WALL ! 1 REINF. SiM. SEE ARCH. DWGS. 05 * 12' O.C. 4*I0RiZ. SEE ARCH. DWGS. I ! - TO 4/5403 I � I I I L. 2' CL. j ! ! � I I SEE PLAN FOR ! 6'I 6'I SEE PLAN FOR PIT DIMENSIONS PiT DIMENSIONS I i V'FY. W/ SUPPLIER I V'FY. W/ SUPPLIER - - - - -- -FF. _ 14'- 0' ( FF._ 14'- 0' ,IW W U —1 X (L SEE 8/54.02 O j } Q- SEE 8/54.02 O A FOR ELEV. PIT I + FOR ELEV. PIT WALL E FDN. +- WALL t FDN. Q } RE !NF. REINF. ©! FORMED KE'WAY, w 61 I -i FORMED KEYWAY, TYPICAL ( I i TYPICAL 1 l- I �! 3 PIT - 1/8' -0' ! X T/FTG -18 -0 FIT -18 0 T/FTG -TG -0 cv JI 3 -45 CONTINUOUS -ll� I U 3 -05 CONTINUOUS U' 2' -6' 1 2' -6' 0 1 I_ _5 c -if ON, 4 e E C, f ON 5 if-oil - -1 -8s— 11- 8' - -�, %2' =1' -0 5403 1' -8' %2 ° =1' -0 5403 i i_24 6" , " I , 6, 11-2' PROVIDE M15C. ANGLES Co ,✓ FOR SUPPORT OF DECK 4 i SLAB AROUND PIER I a-, j _w! BALANCE OF INFO. BALANCE OF INFO. as 6„ FORMED SLAB EDGE OR 10 61MILAR TO 6154.03 SIMILAR TO 1/54.03 SHEET METAL POUR STOP 1/I POCKETS, TYPICAL. t I i 4 - -- — - - I I - ► - - - - -- - - -- - - - - - -- — — I ---- - - - - -- ul BEAM POCKET m I i i BEAM POCKET -2' -2' FOR W18 _ -- -- - ' ', -2' -2' FOR W18 — I T = F I aL - POCKET WIDTH H 1/6 TY, OCKET WIDTH - COMPOSITE STEEL co N cd Qo a- co N __.. co a BEAM - SEE PLAN { I' Omcoa Wz X lY CjwJ —/ U COMPOSITE STEEL J i ■ 111111im!111 O �•J X BEAM - SEE PLAN N a- lei FOR SIZE FOR SIZE SEE DETAILS ON 54.01 FOR W�Z m _� io z INFO. RE: BACKFiLLING s Ix Z U 4' TO ct BOLTS - SUBSURFACE DRAINAGE x �- X SYSTEM. I I j SEE 54.02 FOR BASE PL d ` ANCHOR BOLT INFO. SIMILAR TO 3/5403 0 DL - - 2 -3/4' DIAM. X 12' LONG 0. 24'X24' NOMINAL PIER -2 -31/4' DIAM. X 12' LONG } ; 4 -08 VERTICAL 4 03 TIES f- AT 12' O.G. FROM T/FTG TO y WITHIN 3' -0' OF TOP OF ! +3' NOOK. GA. = 9' TYP. FIER WHERE SPACING -- I I DECREASES TO 8. r NX _ a Z z i 04 e 12' O.G. `RTICAL 3id� CHAMFERS AT 1 4 i ON 5 2 D.G. OR Z TAL - CORNERS, TYP. i 2' GL. 1'/2' CL.' THICKEN SL45 TO 8' THICKEN SLAB TO 8' -� AROUND CONTINUOUS AROUND CONTINUOUS \` WA T TERS oP IRx wATERSTOP Rx r i FF -14 ' 0 I FORMED KE I TYPICAL YPICA� - -- - O L SEE PLAN O - -'� FOR T/FTG - - - -- - -- - cv j fU I SEE SCHED. FOf� RE INF. -" 6E C-ri f ON 2 %2' =1' - 0 5403 eECT f ON %2' n I STAIR 1' 15 6' 1' I �I I SHEET METAL ! CLOSURE I I SHAFT WALL SEE ARCH. OWSS. I 32' I I 05 * 24' O.G. ' I r BALANCE OF INFO. SIMILAR t0 2/84.03 7,ATION OF STRIP TO AVER 4T BTWN. t SLAB CONS. JT. i FROM !R 12' LAYERS EA. W12 STEEL COLUMN I - PROVIDE MiSC. ANGLES FOR SUPPORT OF DECK 4 SLAB AROUND PiER POCKETS, TYPICAL. I � I i , i i 0 �i fI �i �i i -WALL REINF. IONTiN. ' THRU PIER 2' CL. i SEE COLUMN FOcbTiNG SCHEDULE - - -- EQUAL - - -- EQUAL ,5 C ION_3 ,ZA = -� - - -- - 5403 SEE PLAN q FOR T/FTG 2 .4 I 21- 11/2' I i' -8' 14' REINF. CONC. 611/2' -I -1 ! 2' -1 14' RE iNF. CONC. I -- BASEMENT WALL '�'�- "I -- '� - - - -'� BASEMENT WALL ! I ! 2' -41/4 SHEET METAL POUR STOP I I I ! 1 STEEL BEAM FOR -t--4-7 FF. +01-01 i ' L AT. SUPPORT I ! ' I ! F.F. +01-01 _ - -- �,i- -- OF ELEV. RA i L ,�— -1- -- -- - - - - -- - ! I ELEV. RAiL 4 -05 TOP AND BOTTOM MiN. 8' -0' LONGS CNTRD. 05 0 24' O.C. -� OVER DUCT. SEE TYP, DETAIL ON 54.01 FOR APPRpX. 42' DIAM. ADDNL. REINF. REQ'D. UNDEkSLAB DUCT AROUND ROUND OPNG. j COOi;�D. W/ MECH. % m 12' O.C. VERTICAL--I , 05 is 12 O.C. HORIZONTAL ! SEE DETAILS ON 5401 FOR i I I ~ - - -- �' INFO. RE: BACjGFiLLING # SUBSURFACE DRAINAGE I ! 03 SPACER TIES 48' O G. �? SYSTEM. ELEVATOR I ! MECHANICAL! EACH WAY i SHAFT I ! SHAFT ! ! I I � I I i i � - - I' SHAFT WALL - -f `�\\ - 04 12' O.C. WERT. SHAFT WALL ! 1 REINF. SiM. SEE ARCH. DWGS. 05 * 12' O.C. 4*I0RiZ. SEE ARCH. DWGS. I ! - TO 4/5403 I � I I I L. 2' CL. j ! ! � I I SEE PLAN FOR ! 6'I 6'I SEE PLAN FOR PIT DIMENSIONS PiT DIMENSIONS I i V'FY. W/ SUPPLIER I V'FY. W/ SUPPLIER - - - - -- -FF. _ 14'- 0' ( FF._ 14'- 0' ,IW W U —1 X (L SEE 8/54.02 O j } Q- SEE 8/54.02 O A FOR ELEV. PIT I + FOR ELEV. PIT WALL E FDN. +- WALL t FDN. Q } RE !NF. REINF. ©! FORMED KE'WAY, w 61 I -i FORMED KEYWAY, TYPICAL ( I i TYPICAL 1 l- I �! 3 PIT - 1/8' -0' ! X T/FTG -18 -0 FIT -18 0 T/FTG -TG -0 cv JI 3 -45 CONTINUOUS -ll� I U 3 -05 CONTINUOUS U' 2' -6' 1 2' -6' 0 1 I_ _5 c -if ON, 4 e E C, f ON 5 if-oil - -1 -8s— 11- 8' - -�, %2' =1' -0 5403 1' -8' %2 ° =1' -0 5403 i i_24 6" , " I , 6, 11-2' PROVIDE M15C. ANGLES Co ,✓ FOR SUPPORT OF DECK 4 i SLAB AROUND PIER I a-, j _w! BALANCE OF INFO. BALANCE OF INFO. as 6„ FORMED SLAB EDGE OR 10 61MILAR TO 6154.03 SIMILAR TO 1/54.03 SHEET METAL POUR STOP 1/I POCKETS, TYPICAL. t I i 4 - -- — - - I I - ► - - - - -- - - -- - - - - - -- — — I ---- - - - - -- ul BEAM POCKET m I i i BEAM POCKET -2' -2' FOR W18 _ -- -- - ' ', -2' -2' FOR W18 — I T = F I aL - POCKET WIDTH H 1/6 TY, OCKET WIDTH - COMPOSITE STEEL co N cd Qo a- co N __.. co a BEAM - SEE PLAN { I' Omcoa Wz X lY CjwJ —/ U �` �. ■ 111111im!111 O �•J X �r N a- lei FOR SIZE __ }__�$ ' W�Z m _� io z BALANCE OF INFO. X _ Ix Z U 4' TO ct BOLTS - ( x �- X Z 4' TO BOLTS I SIMILAR TO 3/5403 0 DL - - 2 -3/4' DIAM. X 12' LONG (L/ + - -2 -31/4' DIAM. X 12' LONG I ' t +3' NOOK. GA. = 9' TYP. ! +3' NOOK. GA. - 9' TYP, SEE OR FOR BASE PL 1 ANCHOR BOLT INFO. - I I _ -- _ a Z z i y - - o 0 I ! C I f 6 OI ` 0�4_6 C SEE 9/54.02 FOR BEAM BRCz. INFO. 11-2- -- BALANCE OF INFO. i ll I 11i SIMILAR TO 6154.03 FF. +0' -0' 1 FF +0' -0' SLAB TRANSITIONS FROM 8' TO 4' THICK OVER 12' LENGTH, PROVIDE 2 LAYERS OF W.W.F. iN THIS AREA. SEC I f ON 12 y2 �3 BEAM POCKET EL. -2' -2' FOR W18 I 4 -r X DUCT WIDTH + 24' i ! t ` UNDERSLAB DUCT W/ 03 STIRRUPS s 8' O.G. j - ` COORD. W/ MECH. ! 0 IN SEE TYP. DETAIL ON 54.01 ' FOR ADDNL. RE:NF. REQ'D. i i • AROUND OPENiNG. I i 1 , ! & C7 f O �,m - - - - -- %2' =1' -0 5403 �2" =1 ` -0 .5403 i 4 1/2 " CONCRETE SLAB Wll , 6X(o-W2 ;XW2.i W.W.F. OVER I 112', 18 GA. PTD. COMPOSITE METAL DECK. TOTAL 't' =6' - - - EXTERiOR GONG. ' g�•,�� 8 • % WALK -SEE SITE DWCs8. i FF. +01-01 / 32' 32' 05 Q 24' O.C. - -� � /211=111-0 5403 VERIFY SiLL DETAIL W/ ARCH. SECTIONS BALANCE OF INFO. SIMILAR TO 2/54.03 6ECTiON 14 /'z' V-0 - -_ - -- 5403 M O m �t 0) Q M \ -1 � r­1 rn � 04 00 N U .c) 4� ;> o v � d 4 d' � d �v W CeD r� GAT C.O o - ;:� m cd ca U U� W , cz CO C+_4� •� W W FOUNDATION SECTIONS S4nO3 co N cd Qo a- co N __.. co a -�:3,Jz Omcoa Wz �0z? CjwJ —/ U W w 0 ■ 111111im!111 O �•J O O 0 QOQ N a- .c ()zz o W�Z m _� io z r CeD r� GAT C.O o - ;:� m cd ca U U� W , cz CO C+_4� •� W W FOUNDATION SECTIONS S4nO3