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Home My WebLink About44-01 Plans March 22 2001 Foundation Details S301T WALL 99' -7" BRICK LEDGE, SEE PLAN — NOTES FOR EXTENT AND DEPTHS QM 2" MIN. CLR INITIAL GRADE SEE CIVIL PLAN 0 SECTION Ell/ bUALE: 1/2" #4 BARS @ 2' -0" O.C. DRILLED 4" INTO WALL 5" TOTAL THICKNESS COMPOSITE SLAB T SLAB T WALL EL.= 100' -011 99' -7" NOTE: CONCRETE IS EXPOSED ---- ----m- ° , DECK ORIENTATION VARIES AT LOADING DOCK, FILE SPONGE TO SMOOTH FINISH " IF DETERMINED NECESSARY BY ARCH. 2" MIN, CLR , , i 1 CLEAR F #4 BARS @ 2' -0" O.C. DRILLED 4" 2' -0" 4" INTO WALL 5" TOTAL THICKNESS COMPOSITE SLAB T SLAB �, EL.= 100' -Off �if2" CLEAR #5 BARS @ 16" O.C. #5 @ 16" O.C. 7•-- #5 @ 16" Q.C. Checked By EACH FACE EACFI FACE �- #5 VERT & DOWELS @ 16" O.C. #6 VERT & DOWELS @ 11" O.C. 16" O.C. b T SLAB "' EL.= 88'-0" 6" T FTG. EL.= '87-0' (TYP.) (3) #5 CONT. CENTERED —(3) #5 CONT. CENTERED T SLAV LSEE PLAN NOTES FOR a SUB GRADE PREP EL.= 88' -0" OUNDATION WALL INITIAL GRADE (SEE CIVIL PLAN) •o .k. S E (";` T 10 N ra"' 0 U N D A T 10% N WALL 1 r, i ` C hy�, T L 0 D. A ` SCALE: 1/2" = 1' -0" BASE PL. W/ ANCHOR BOLTS PER SCH COL BLOCK OUT STL COLUMN SEE PLAN TYP 1 1/2" NON- SHRINK GROUT TYP T 10 ohm' A TYPICAL I Ayj�, II �� I �t, II. a I , SCALE: 3/4" = 1 -O" STL0220 PLAN EXTENT OF WALL FOUNDATION WALL 1 1/2 "x3 1/2" TAPERED HORIZ, KEY AT END OF FOOTING POUR EXTEND FOOTING STEEL 1' -0" BEYOND END OF FOOTING. COVER W/ GRAVEL, EXISTING FOOTING KEY SCALE: 3/4" = V -0" J a c� a z n: WALLFOUNDATION � I 1 1/2"x3 1/2" TAPERED KEY FULL HT. OF WALL c, g c i a I x PLAN DIMENSION �-- STAINLESS STEEL VERTICAL DOVETAIL SLOT 7A 78 7C S301 5301 5301 '0 W 11 M ; I i 1 SCALE: 3/4" = V -0" 3/4 "X2" TAPERED KEY FULL HT OF WALL INSIDE FACE OF 12" FND. WALL 2' -O #4 BARS @ 2' -0" O.C. DRILLED 4" INTO WALL 41' � 5" TOTAL THICKNESS COMPOSITE SLAB T SLAB T WALL EL.= 100' -0" 99' -7" o °- M N . DECK ORIENTATION VARIES BRICK LEDGE, SEE PLAN NOTES FOR EXTENT AND DEPTHS 2" MIN. CLR INITIAL GRADE (SEE CIVIL PLAN) t #5 @ 16" O.C. #5 @ 16" O.C. EACH FACE Checked By r �-- EACFI FACE #6 VER. & DOWELS @ ° 2. WWF IS SHOWN FOR ILLUSTRATION ONLY, FIBER REINFORCEMENT OR STEEL #5 VERT & DOWELS @ 16" O.C. CONSTRUCTION JOINT .L.= 88' -0' #6 VER. & DOWELS @ 11" O.C. L.= 87' -0" (TYP,) 5' -6" (LOW SIDE OF STEP) (3) #5 CONT. CENTERED SEE PLAN NOTES FOR T SLAV "' a EL.= 88' -0" 6„ 1/4 SLAB DEPTH T /SLAB T /SLAB LU (I I-- I �T /FTG. Architecture VAPOR BARRIER Engineering I ELF •= 87' -0" (TYP.) LOCATED WWF IN TOP 1/3 Land Planning ° -F (- 5-15" (LOW SIDE OF STEP) AS REQUIRED, FOR REINFORCED a VAPOR BARRIER SLABS POSITION REINFORCEMENT Space Planning (3) #5 CONT. CENTERED COMPACTED SUBGRADE ON CHAIRS OR BOLSTERS AS 0"'ETAIm COMPACTED DRAINAGE SUB -BASE REQUIRED. OCopyri9ht 1998 TYPICAL SLAB ON GRADE CONSTRUCTION -3" SEE PLAN NOTES FOR M Iw°I •Nmenta and IM tyy, of tNClu+eol, mKhaN- c01, e!e:tricCl sylema. 1 Or°ringa 0° nA SUB GRADE PREP �c sent' 7 "dtcol• or dso;Ce all wM1 renu'red a lac eedprman<• and eomplehon of Ise regdrt- menla or In, Contract. Oa IM Go,i, of Ih• q,n I S E (";` T 10 N ra"' 0 U N D A T 10% N WALL 1 r, i ` C hy�, T L 0 D. A ` SCALE: 1/2" = 1' -0" BASE PL. W/ ANCHOR BOLTS PER SCH COL BLOCK OUT STL COLUMN SEE PLAN TYP 1 1/2" NON- SHRINK GROUT TYP T 10 ohm' A TYPICAL I Ayj�, II �� I �t, II. a I , SCALE: 3/4" = 1 -O" STL0220 PLAN EXTENT OF WALL FOUNDATION WALL 1 1/2 "x3 1/2" TAPERED HORIZ, KEY AT END OF FOOTING POUR EXTEND FOOTING STEEL 1' -0" BEYOND END OF FOOTING. COVER W/ GRAVEL, EXISTING FOOTING KEY SCALE: 3/4" = V -0" J a c� a z n: WALLFOUNDATION � I 1 1/2"x3 1/2" TAPERED KEY FULL HT. OF WALL c, g c i a I x PLAN DIMENSION �-- STAINLESS STEEL VERTICAL DOVETAIL SLOT 7A 78 7C S301 5301 5301 '0 W 11 M ; I i 1 SCALE: 3/4" = V -0" 3/4 "X2" TAPERED KEY FULL HT OF WALL INSIDE FACE OF 12" FND. WALL 2' -O #4 BARS @ 2' -0" O.C. DRILLED 4" INTO WALL 41' � 5" TOTAL THICKNESS COMPOSITE SLAB T SLAB T WALL EL.= 100' -0" 99' -7" o °- M N . DECK ORIENTATION VARIES BRICK LEDGE, SEE PLAN NOTES FOR EXTENT AND DEPTHS 2" MIN. CLR INITIAL GRADE (SEE CIVIL PLAN) t #5 @ 16" O.C. I EACH FACE Checked By - #5 VERT & DOWELS @ 16" O.C. #6 VER. & DOWELS @ 11" O.C. 2. WWF IS SHOWN FOR ILLUSTRATION ONLY, FIBER REINFORCEMENT OR STEEL 0 SLAB CONSTRUCTION JOINT .L.= 88' -0' 6" EG. L.= 87' -0" (TYP,) 5' -6" (LOW SIDE OF STEP) (3) #5 CONT. CENTERED SEE PLAN NOTES FOR Engineers &Interiors SUB GRADE PREP SAW CUT , JOINT FILL WITH JOINT, P! T 3/16"- 1 /4 W.W.F. SEE PLAN, PLACE IN UPPER 1/3 OF SLAB SECTION FOUNDATION WALL SCALE: 1/2" = 1' -0" ,�, T /FTG. SEAN NOTE: 1. D = 2' -0" MAX i 2.L =9r) DETAIL TYPICAL STEPPED FOOTING SCALE: 112" = 1. - 0„ NOTES: 1. STIRRUPS OR TIES, IF REQUIRED PER SCHEDULE, ARE NOT SHOWN FOR CLARITY, 2. TOP REINFORCING, FOR GRADE BEAMS, NOT SHOWN. 3. SEE FOUNDATION, SITE, PLUMBING PLANS FOR INVERT ELEVATIONS FOR SLEEVED UTILITIES. 4. SEE FOUNDATION SCHEDULE FOR FOOTING AND GRADE BEAM SIZES AND REINFORCEMENT. PLAN � MIN (3) #5x5' -0” OR MATCH PVC SLEEVE BOTTOM REINFORCING IF GREATER AS REQUIRED SEE FOUNDATION SCHEDULE 2' -0" LAP FOR REINF. a T /FTG. .144 d " a S�PLAN y a v as v d �. a 4 v a z SIZE AND BAR COUNT TO MATCH SCHEDULED REINFORCEMENT I is , a ! I SCALE: NTS PROPOSED -- — — — — — — — — -- — GRADE -- -- 1 1-p FOOTING 2 COMPACTED FILL REF SECTION 02200 — — — — BOTT. FTG. EL, OF THE SPECS 1 ice! 77.7 7 ;' EXCAVATION LIMIT EXCAVATION LIMITS � SEE NOTE 1 2 /. IF BACKFILLED �% �- EXCAVATION LIMIT j WITH CONCRETE �.j %% j� SEE NOTE 1 / SUITABLE BEARING MATERIAL 1. HIGH GROUND WATER TABLE EXISTS AT THIS SITE, DEWATER EXCAVATION AS REQUIRED. NONE CONCO092 CONCO091 NOTES: I 1. SEE PLANS, AND SCHEDULES, AND PLAN NOTES FOR SLAB THICKNESS, REINFORCEMENT, DESIGN Checked By MIXES, SUBGRADE PREPARATION, DRAINABLE FILL REQUIREMENTS, VAPOR 02/02/01 BARRIER REQUIREMENTS, AND FLOOR FLATNESS AND FINISH REQUIREMENTS. JRH 2. WWF IS SHOWN FOR ILLUSTRATION ONLY, FIBER REINFORCEMENT OR STEEL REINFORCEMENT MAY OCCUR, SEE NOTE 1. CONSTRUCTION JOINT 3. SEE PLAN NOTES FOR POSITION AND THICKNESS OF VAPOR BARRIER. USE 6 MIL. VAPOR BARRIER BELOW COMPACTED DRAINABLE FILL UNO IN PLAN NOTES. 4. SEE PLAN FOR LOCATIONS OF CONSTRUCTION JOINTS DESIGNATED (CJ) AND SAWCUT JOINTS DESIGNATED (Si). CONTRACTOR MAY SUBMIT ALTERNATE SJ & CJ PLAN CSMrchitect s TO ACCOMMODATE CONSTRUCTION, APPROVAL IS REQUIRED ON ALTERNATE PLANS, Engineers &Interiors 3 CROSS WIRE LAP, WHERE WWF USED SAW CUT , JOINT FILL WITH JOINT, P! T 3/16"- 1 /4 W.W.F. SEE PLAN, PLACE IN UPPER 1/3 OF SLAB 24d LAP REQUIRED FOR STEEL REINF. 1/4 SLAB DEPTH T /SLAB T /SLAB LU III II III j f I Illlli lII llil II II ^I I III I1i11111 111 hill' ''fill -III 111 III —ITr Architecture VAPOR BARRIER Engineering LOCATED WWF IN TOP 1/3 Land Planning OF SLAB, SUPPORT ON BOLSTERS Historic Architecture Landscape Architecture AS REQUIRED, FOR REINFORCED interior Design VAPOR BARRIER SLABS POSITION REINFORCEMENT Space Planning IN CENTER OF SLAB, SUPPORT COMPACTED SUBGRADE ON CHAIRS OR BOLSTERS AS 0"'ETAIm COMPACTED DRAINAGE SUB -BASE REQUIRED. OCopyri9ht 1998 TYPICAL SLAB ON GRADE CONSTRUCTION z scope lhe�e drar;n,n :nm:at. Irn general acct. ar "w Drawls a pro;rt . l ion• ertnf al o•cNled of dawn cancepl, g Ise d'mrs of Ise Dmid nq, In, molar °rcelec- M Iw°I •Nmenta and IM tyy, of tNClu+eol, mKhaN- c01, e!e:tricCl sylema. 1 Or°ringa 0° nA )� SCALE: 1/2" = 1' _ 0" �c sent' 7 "dtcol• or dso;Ce all wM1 renu'red a lac eedprman<• and eomplehon of Ise regdrt- menla or In, Contract. Oa IM Go,i, of Ih• q,n I ^ acoo• Indceled or U<acrE,d. IM IrCG eanboc- Icr', ho:l Iwn:,h aY llama r gv'.ed for the ONpsr eae<uliCn oN cemr +elks of tM earl, CONSTRUCTION JOINT W/ 1/2 "Ox18" SMOOTH DOWELS, (1) SIDE GREASED Revisions: W.W.F. SEE PLAN, PLACE IN UPPER 113 OF SLAB 1.5 * SLAB -- x x x-.- -x _ .-„ T /SLA8 THICKNESS x SEE PLAN itl„IIII, 1 ,ill, 111 „1111 fill ill!; 4 1111 llfll Ili it VAPOR BARRIER COMPACTED DRAINAGE SUB -BASE COMPACTED SUBGRADE Date Drawn By Checked By 02/02/01 JCK JRH TYPICAL SLAB ON GRADE CONSTRUCTION JOINT co SAW CUT , JOINT FILL WITH JOINT, P! T 3/16"- 1 /4 W.W.F. SEE PLAN, PLACE IN UPPER 1/3 OF SLAB 1/4 SLAB DEPTH T /SLAB SEE PLAN LU III II III j f I Illlli lII llil II II ^I I III I1i11111 111 hill' ''fill -III 111 III —ITr VAPOR BARRIER COMPACTED SUBGRADE COMPACTED DRAINAGE SUB -BASE 0 TYPICAL SLAB CONTRACTION JOINT 0"'ETAIm Amb TYPICAL %"")%LA13 z 0 ts '"R I'M M )� SCALE: 1/2" = 1' _ 0" ^ CONC0001 NOTE: THIS DETAIL APPLIES TO CORNER AND TEE INTERSECTIONS IN FOOTINGS, GRADE BEAMS, TIE BEAMS, BOND BEAMS, AND CONCRETE BEAMS. STIRRUPS AND TIES, WHERE REQUIRED, ARE NOT SHOWN FOR CLARITY. 48 BAR DIA LAP SPLICE, TYP Certified By EXTEND INTERIOR BARS TO FAR FACE (NO HOOKS OR CORNERS REQ'D) STD HOOK, TYP tEF GENERAL NOTES FOR REQ'D COVER CORNER JI,ALt: NIS r ■ �' a yl 47 - CORNER BAR, TYP (MATCH HORIZONTAL BAR SIZE) INTERSECTION �1�t1tV15 {Sitttl►!I/�`t 1FJA01'1-,�10 l�rl /r!t It 1. te�� Certified By Sheet No, S 3 01'm CONC 6 Of Sheets File No, 20574