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HomeMy WebLinkAbout55I #' #4 TIE SETS (3) @ 6" TOP (3) @ 6" TOP BAL @ 12" O.( BAL @ 12" O.C. v "v (8) #8 (8). - Pi 14 8),.- 14 4 COLUMN, SEE PLAN SEE PLAN & SCHEDULE FOR BASE PL & ANCHOR BOLTS 1/2" JOINT FILLER AROUND COLUMN BLOCK OUT SLAB AT ALL INTERIOR COLUMNS, SLAB, SEE PLAN SEE 2/S-100 _ SEE PLAN - - — - — - - T/SLAB SEE PLAN T/FTG ILL = Lu � — 6" COMPACTED Lu AGGREGATE BASE P2 3" CLR SEE FOOTING SCHEDULE UNDISTURBED FOR REINFORCING SUBGRADE SEE FOOTING SCHEDULE PIER SCHEDULE SCALE: 3/8" = 1'-0" SLAB SEE PLAN +100'-0" -1417 T/SLAB - - - #12 TEK SCREWS @ 6" O.C. - — - — - — _ - 4" CONT TRACK (400T250-54) — — SLAB, I 4" METAL STUDS 1/2" FIRE RETARDANT SEE PLAN 0I @ 16" O.C. (400S162-33) IDI TREATED PLYWOOD II II MIN (1) SIDE +98'-0" (HOT DIPPED GALV) AGGREGATE T/SLAB - - - - - T/FTG AGGREGATE BASE 0.205" DIA POWER DRIVEN GROUT & SHIMS BY SEE PLAN FASTENERS @ 8" O.C. = 870268 #4 @ 24' O.C. (1 1/4" MIN PENETRATION (2) #5 CONT 6" INTO CONC) cl, SEUBGRADE SEE PLAN o NOTE: �'��FS` '' o t"' WATERSTOP 6" COMPACTED SEE ARCH FOR ADD'L INFO AGGREGATE BASE U#4 15 SECTION SCALE: 1/2" = 1'-0" COORDINATE EDGE DETAIL WITH STADIUM SLAB, SAVER FORMING SEE PLAN SYSTEM +100'-0" / STADIUM T/SLAB = — _ — _ _ _ _— - f— 1 SAVER SLAB, STAIRS, SEE PLAN �i I� BY OTHERS +98'-0" T/SLAB — - - - - - — - — - - - NOTE: SEE 15/S201 FOR REINF & INFO NOT SHOWN 10 SECTION SCALE: 1/2" = 1'-0" 11 16 SECTION_ 12 SCALE: 1/211 = 1'-0" POUR STOP SLAB, SEE PLAN +100'-0" L5x5x3/8 CONT - - - - (ROLLED) T/SLAB TT— SLAB'(METAL STUD SEE PLAN ISI I I IWALL BEYOND +98'-0"— T/SLAB - - - - - - - 4" METAL STUDS @ 16" O.C. (400S162-33) NOTE: SEE 15/S201 FOR REINF & INFO NOT SHOWN 17 SECTION SCALE: 1/2" = 1'-0" COPYRIGHT Aspen Group, Inc. ©2009 COLUMN, SEE PLAN 1/2" JOINT FILLER AROUND COLUMN SLAB, SEE PLAN I I I 2" CLR SEE PLAN 3" CLR 1/2" JT MAT'L SEE PLAN & SCHEDULE FOR BASE PL & ANCHOR BOLTS BLOCK OUT SLAB AT ALL INTERIOR COLUMNS, SEE 2/S-100 SEE PLAN T/SLAB 6" COMPACTED AGGREGATE BASE �- PIER, SEE 14/S-201 FOR DIM'S & REINF I I ` UNDISTURBED SUBGRADE SEE PLAN & SCHEDULE FOR SIZE AND REINFORCING SECTION SCALE: 1/2" = 1'-0" 9 3/4" PRECAST WALL PANEL SLAB, T/FTG ( p LL w w r U w (n I U) 3" CLR 1/2" JT MAT'L SEE PLAN & SCHEDULE FOR BASE PL & ANCHOR BOLTS BLOCK OUT SLAB AT ALL INTERIOR COLUMNS, SEE 2/S-100 SEE PLAN T/SLAB 6" COMPACTED AGGREGATE BASE �- PIER, SEE 14/S-201 FOR DIM'S & REINF I I ` UNDISTURBED SUBGRADE SEE PLAN & SCHEDULE FOR SIZE AND REINFORCING SECTION SCALE: 1/2" = 1'-0" 9 3/4" PRECAST WALL PANEL 9 3/4" PRECAST WALL PANEL 1/2" JT MAT'L SECTION SCALE: 1/2" = 1'-0" SLAB, SEE PLAN SEE PLAN_ T/SLAB - - - — — - - COMPACTED GROUT `& SHIMS BY ANGLE &ANCHORS BY AGGREGATE P/C PANEL SUPPLIER P/C PANEL SUPPLIER (HOT DIPPED GALV) #5 @ 24" O.C. SEE PLAN EA WAY T/FTG ch if UNDISTURBED SUBGRADE U 4'- 0" ih 13 SECTION SCALE: 1/2" = 1'-0" SLAB, SLAB, SEE PLAN SEE PLAN o T/SLAB - - — - — — - - - 00 SEE PLAN ~ANGLE & ANCHORS BY T/SLAB - P/C PANEL SUPPLIER COMPACTED (HOT DIPPED GALV) AGGREGATE SEE PLAN ,. - 6" COMPACTED T/FTG AGGREGATE BASE M GROUT & SHIMS BY SEE PLAN P/C PANEL SUPPLIER = 870268 #4 @ 24' O.C. SEE PLAN VARIES U UNDISTURBED 3' - 0" cl, SEUBGRADE sTaTE of o (4) #5 CONT 9 3/4" PRECAST WALL PANEL 1/2" JT MAT'L SECTION SCALE: 1/2" = 1'-0" SLAB, SEE PLAN SEE PLAN_ T/SLAB - - - — — - - COMPACTED GROUT `& SHIMS BY ANGLE &ANCHORS BY AGGREGATE P/C PANEL SUPPLIER P/C PANEL SUPPLIER (HOT DIPPED GALV) #5 @ 24" O.C. SEE PLAN EA WAY T/FTG ch if UNDISTURBED SUBGRADE U 4'- 0" ih 13 SECTION SCALE: 1/2" = 1'-0" 6 SECTION SCALE: 1/2" = 1'-0" ENCASE ENTIRE COLUMN AND I BASE PLATE IN A MIN OF 3" OF CONCRETE I i I SLAB BLOCK-OUT SEE 2/S100 I i SLAB, SEE PLAN I I SEE PLAN T/SLAB I 6" COMPACTED AGGREGATE BASE PLAN COLUMN, SEE PLAN 9 3/4" PRECAST WALL PANEL 1/2" JT MAT'L FOR BASE PLATE & ANCHOR BOLT DETAILS SEE COLUMN SCHEDULE #4 x 2-0" @ 12" O.C. SLAB, ANGLE & ANCHORS BY SEE PLAN o P/C PANEL SUPPLIER #4 CONT i� 00 SEE PLAN (HOT DIPPED GALV) T/SLAB - (D =,;. #4 @ 12" O.C. �` C. EA WAY, EA FACE ,. - 6" COMPACTED > =18�� AGGREGATE BASE SLAB, 9 3/4" PRECAST SEE PLAN 10" = 870268 WALL PANEL SEE PLAN VARIES — - - - - T/SLAB SEE PLAN T/FTG sTaTE of o KEYWAY & �'��FS` '' o t"' WATERSTOP 6" COMPACTED AGGREGATE BASE U#4 @ 2'-0" O.C. VARIES ih 2, _ 0.. _j (2) #5 CONT ca 6 SECTION SCALE: 1/2" = 1'-0" ENCASE ENTIRE COLUMN AND I BASE PLATE IN A MIN OF 3" OF CONCRETE I i I SLAB BLOCK-OUT SEE 2/S100 I i SLAB, SEE PLAN I I SEE PLAN T/SLAB I 6" COMPACTED AGGREGATE BASE PLAN COLUMN, SEE PLAN 9 3/4" PRECAST WALL PANEL 1/2" JT MAT'L FOR BASE PLATE & ANCHOR BOLT DETAILS SEE COLUMN SCHEDULE UNDISTURBED SUBGRADE SEE PLAN FOR FOOTING SIZE AND REINFORCING 7 KEYWAY, COORDINATE DIM'S WITH PRECASTER GROUT SOLID AFTER WALL INSTALLATION BACKFILL ABOVE FTG W/ LEAN CONCRETE #5 @ 12" O.C. EA WAY, 1 TOP & BOT L UNDISTURBED SUBGRADE 5'-0" SEE ARCH Ilk T/WALL 9 3/4" PRECAST WALL PANEL U " GROUT & SHIMS BY P/C PANEL SUPPLIER SECTION SCALE: 1/2" = 1'-0" PAVING, SEE GROUT & SHIMS BY SITE DWG'S P/C PANEL SUPPLIER ANGLE & ANCHORS BY' w P/C PANEL SUPPLIER O (HOT DIPPED GALV) Of m Cf SEE PLAN z w T/FTG U) C? z U M SECTION SCALE: 1/2" = 1'-0" SEE PLAN SEE PLAN COLUMN, ENCASE ENTIRE COLUMN AND I I SEE PLAN BASE PLATE IN A MIN OF 3" i OF CONCRETE BLOCK-OUT SLAB @ INT COLUMNS SEE 2/S-100 I I i 9 PRECAST I I WAALL L PANEL SLAB, SEE PLAN I I 1/2" JT MAT'L AROUND COLUMN I I I I SEE PLAN T/SLAB - — - — - -- -- — - - - I - - SEE COLUMN SCHEDULE 6" COMPACTED FOR BASE PLATE & AGGREGATE BASE ANCHOR BOLT DETAILS SEE PLAN gk T/FTG p w U cn GROUT & SHIMS BY w i P/C PANEL SUPPLIER U) ANGLE & ANCHORS BY Of SUBGRADE UNDISTURBED P/C PANEL SUPPLIER 0 (HOT DIPPED GALV) SEE PLAN FOR FOOTING SIZE AND REINFORCING 9 SECTION SCALE: 1/2" = 1'-0" SEE PLAN 9 3/4" PRECAST WALL PANEL SLAB, 1/2" JT MAT'L SEE PLAN I LL SEE PLAN T/SLAB - - - i w - ANGLE & ANCHORS BY p P/C PANEL SUPPLIER i RIGID INSUL, (HOT DIPPED GALV) m SEE ARCH ip SEE PLAN � Lu T/FTG U) ih o Z GROUT & SHIMS BY w P/C PANEL SUPPLIER ' #4 @ 24" O.C. X ` U UNDISTURBED 3'- 0" ih SUBGRADE (4) #5 CONT 1 SECTION I SLAB, SEE PLAN x 2'-0" @ 12" O.C. *SEE PLAN w I T/SLAB - - RIGID INSUL, SEE ARCH GROUT & SHIMS BY P/C PANEL SUPPLIER #4 @ 24" O.C. UNDISTURBED SEUBGRADE 2 COLUMN, SEE PLAN BRICK, — SEE ARCH SCALE: 1/2" = 1'-0" N o 'a W ANGLE & ANCHORS BY STOREFRONT, w P/C PANEL SUPPLIER w � (HOT DIPPED GALV) m (D SEE PLAN K 2 p _ J W T/FTG - cn ih 9 3/4" PRECAST o Z = 870268 WALL PANEL z VARIES UNDISTURBED SUBGRADE SEE PLAN FOR FOOTING SIZE AND REINFORCING 7 KEYWAY, COORDINATE DIM'S WITH PRECASTER GROUT SOLID AFTER WALL INSTALLATION BACKFILL ABOVE FTG W/ LEAN CONCRETE #5 @ 12" O.C. EA WAY, 1 TOP & BOT L UNDISTURBED SUBGRADE 5'-0" SEE ARCH Ilk T/WALL 9 3/4" PRECAST WALL PANEL U " GROUT & SHIMS BY P/C PANEL SUPPLIER SECTION SCALE: 1/2" = 1'-0" PAVING, SEE GROUT & SHIMS BY SITE DWG'S P/C PANEL SUPPLIER ANGLE & ANCHORS BY' w P/C PANEL SUPPLIER O (HOT DIPPED GALV) Of m Cf SEE PLAN z w T/FTG U) C? z U M SECTION SCALE: 1/2" = 1'-0" SEE PLAN SEE PLAN COLUMN, ENCASE ENTIRE COLUMN AND I I SEE PLAN BASE PLATE IN A MIN OF 3" i OF CONCRETE BLOCK-OUT SLAB @ INT COLUMNS SEE 2/S-100 I I i 9 PRECAST I I WAALL L PANEL SLAB, SEE PLAN I I 1/2" JT MAT'L AROUND COLUMN I I I I SEE PLAN T/SLAB - — - — - -- -- — - - - I - - SEE COLUMN SCHEDULE 6" COMPACTED FOR BASE PLATE & AGGREGATE BASE ANCHOR BOLT DETAILS SEE PLAN gk T/FTG p w U cn GROUT & SHIMS BY w i P/C PANEL SUPPLIER U) ANGLE & ANCHORS BY Of SUBGRADE UNDISTURBED P/C PANEL SUPPLIER 0 (HOT DIPPED GALV) SEE PLAN FOR FOOTING SIZE AND REINFORCING 9 SECTION SCALE: 1/2" = 1'-0" SEE PLAN 9 3/4" PRECAST WALL PANEL SLAB, 1/2" JT MAT'L SEE PLAN I LL SEE PLAN T/SLAB - - - i w - ANGLE & ANCHORS BY p P/C PANEL SUPPLIER i RIGID INSUL, (HOT DIPPED GALV) m SEE ARCH ip SEE PLAN � Lu T/FTG U) ih o Z GROUT & SHIMS BY w P/C PANEL SUPPLIER ' #4 @ 24" O.C. X ` U UNDISTURBED 3'- 0" ih SUBGRADE (4) #5 CONT 1 SECTION I SLAB, SEE PLAN x 2'-0" @ 12" O.C. *SEE PLAN w I T/SLAB - - RIGID INSUL, SEE ARCH GROUT & SHIMS BY P/C PANEL SUPPLIER #4 @ 24" O.C. UNDISTURBED SEUBGRADE 2 COLUMN, SEE PLAN BRICK, — SEE ARCH SCALE: 1/2" = 1'-0" SEE PLAN N o 'a W w�4 STOREFRONT, 5 Z N SHEET: S-201 � J r SEE ARCH cl W Lu >Qa EPDXY ADHERE � U 1 1/2" CLR J W (6" EMBED.) SEE PLAN SEE PLAN Q No. ° 9 3/4" PRECAST Q 7 U m U) = 870268 WALL PANEL z VARIES w� EXT PAVING,`. o m T/SLAB - - sTaTE of SEE SITE DWG'S �'��FS` '' o t"' =18 co ON.A.L U VARIES _j T/SLAB ca 6" COMPACTED ANGLE & ANCHORS BY Z AGGREGATE BASE P/C PANEL SUPPLIER w w w U Lu (HOT DIPPED GALV) m CD m O Z p SEAL: SEE PLAN O _ c w E a Z cu SECTION c o a �U O� () o O 0 LL (o N wr c W Q W 3' - 0", .N p � (4) #5 CONT m o LU M Q 4 Q Z SEE PLAN N o 'a W w�4 STOREFRONT, 5 Z N SHEET: S-201 � J r SEE ARCH W m W Lu >Qa EPDXY ADHERE � U 1 1/2" CLR J W (6" EMBED.) SEE PLAN SEE PLAN Q No. ° 9 3/4" PRECAST Q 7 U m U) = 870268 WALL PANEL z VARIES w� EXT PAVING,`. o m T/SLAB - - sTaTE of SEE SITE DWG'S SEE PLAN 00 SEE SITE DWG'S STOREFRONT, T #4 @ 12" OC SHEET: S-201 Q SEE ARCH 0 < \\\������I ���`� . .............F� EPDXY ADHERE (D 1 1/2" CLR (6" EMBED.) SEE PLAN SEE PLAN Q No. ° 9 3/4" PRECAST U) = 870268 WALL PANEL z VARIES . c" EXT PAVING,`. Q T/SLAB - - sTaTE of SEE SITE DWG'S �'��FS` '' o t"' =18 co ON.A.L Z Z VARIES _j T/SLAB ca 6" COMPACTED ANGLE & ANCHORS BY w AGGREGATE BASE P/C PANEL SUPPLIER w w w U Lu (HOT DIPPED GALV) m CD U) Z p SEAL: SEE PLAN O _ c w K T/FTG cu SECTION c o z () o O LL N wr J U 3' - 0", (4) #5 CONT SECTION SCALE: 1/2" = 1'-0" SEE PLAN & SCHEDULE FOR BASE PL & ANCHOR BOLTS PIER, SEE 14/S-201 FOR DIM'S & REINF 2" CLR SEE PLAN C, T/FTG w( w w� _ (n w U / • / cn \ UNDISTURBED / '/" / SUBGRADE SEE PLAN FOR FOOTING 11- SIZE AND REINFORCING 3 SECTION SCALE: 1/2'v = 1'-0" SLAB, SEE PLAN co SEE PLAN T/SLAB - - RIJGID SEE ARCH KEYWAY CONT #4 @ 24" O.C. UNDISTURBED SUBGRADE SEE PLAN STOREFRONT, SEE ARCH EXT PAVING, 00 SEE SITE DWG'S DRAWN BY: T #4 @ 12" OC SHEET: S-201 Q EA WAY, EA FACE 0 < 10" m (D 1 1/2" CLR z p SEE PLAN SEE PLAN w T/FTG U) #4 CONT C? z VARIES io 7L Q T/SLAB - - - — J U =18 co M (2) #5 CONT Z Z VARIES 4 00 SECTION DRAWN BY: DH SHEET: S-201 (Np SCALE: 1/2" = 1'-0" J #4 x 1-6" @ 12" O.C. SLAB, T 0 z SEE PLAN w SLAB, vi #4 CONT SEE PLAN U� VARIES 0- Q T/SLAB - - - — =18 co w Z Z VARIES _j T/SLAB ca 6" COMPACTED AGGREGATE BASE m N w w U Lu (n U) 10" MIN O W c w 5 0 cu SECTION SCALE: 1/2" = 1'-0" FILE NAME: 00 4-13-10 DRAWN BY: DH SHEET: S-201 (Np LEI PROJECT #: 0954 J L 0 z w vi Q U� 0- Q co w Z Z L_ _j O ca m N w w U Lu (n U) (o O W c � Q 0 cu 5 () o O LL N FILE NAME: DATE: 4-13-10 DRAWN BY: DH SHEET: S-201 LEI PROJECT #: 0954