38135 Market Square (4) - Laserfiche WebLink

Browse Search

L4"x4"x1/4"x1'-6" - L4"x4"xl/4" DIAGONAL L4" x 4" x 1/4"xl'-O" w/ (2-LOCATIONS) I I „ I 1/4 STIFF fE BRACE STIFF fl? 1/4" w/ (2) 314110 CT1'P.) --------------------------- ------------- HILTI-HIT HY150 ADHESIVE-- -- - CEILING -- ANCHORS, 6 3/4" EMBED , � . . COVER HOLE CONT. STEEL 1� - II �� _ 6 6 - •O • DO O : _ - EXISTING CONSTRUCTION CHANNEL. 1 • . • OBSTRUCT REFER TO PLAN • • STRYKER INTERFACE -------- 2" 811L 2" fE BY DELEGATE �- SPECIALTY ENG. i SECTION 5-5 SECTION C-C L THRU-BOLTS W' STD. ACI HOOK DECK EDGE ANGLE. REFER TO PLAN. 1/4 STIFF (TYP.) B i£ I DIAGONAL BRACE I PLAN A -A (4-LOCATIONS) -REFER TO 6/54.5 MASONRY COL./WALL la'-O"OL JOIST BRG. 4.5 SEE PLAN REFER TO PLAN. DECK BRCS. ------- VERIFY � (2) COURSE (1) COURSE f' 50TT�CHANNEL K.O. BLOCK w/ (1) 05 CONT. " 'JJ BOTTOM IE 1/4"x 10"x 0'-4" EA. COURSE I, „ HSS 2 1/2 x 2 1/2 x 1/4 , „% ;' I AT 16" O.G. MAX. (LOCATE TYP. �I ST STIFF.3/I6 ° 2" AT THRU-BOLT MASON Y WA-------� R LL REFFER Ta /54.4 LOCATIONS) COOR'D. w/ 5/54.5 AND 6 /54.5. REFER TO PLAN. _ B G HORIZONTAL JOINT STEEL ROOF JOIST, CONSTRUCTION SEQUENCE • • • 171, ----------- • ------------- REINF. AT 16 O.G. - 411 L4- 1-491x4"x1/4" WELD t0 JOIST TOP CHORD REFER TO PLAN" I. SHORE EXISTING CONSTRUCTION AS REQUIRED, TYP. 3/4"40 HILT[ -HIT HY150 t • • (4-LOCATION5) VERt REINF / ADHESIVE ANCHORS AT _ • • 2. GROUT EXISTING MASONRY CELLS ADJACENT TO NEW OPENINGS, WITH NEW REFER TO PLAN. 6" O.C. MAX. (3-MIN.) L4"x4"A/4" DIAGONAL BRACE EQUIPMENT BOOM, iE AND VERTICAL DOWELS. REFER TO 2/52.1 DECK ED[aE ANGLE. (4-LOCATIONS) CONNECTIONS BOLTS BY REFER TO 12/642 REFER TO PLAN. DELEGATE SPECIALTY 3. INSTALL STEEL CHANNEL EA. FACE AND INSTALL NEW STEEL COLUMNS. ENGINEER REMOVE MASONRY ONLY AS REQUIRED. NEW STEEL SEAM. TYP. A y A I1'-2" 4. REMOVE MASONRY WALLS BELOW CHANNELS. REFER t0 PLAN' F _ _ 12/64.2, 13/64.2, AND TOP/STRYKER INTER FACE I£ 15/64.2 (2) L4"x4"xl/4"xl'-6" (VERIFY) III-O"n 5. WELD M 1/4" BOTTOM PLATES. (I -EA. SIDE) CEILINCx 6. PATCH FLOOR SLAB. (D46FECTION 314I CO1TYP. 20 1/2"0 ERIFY JOIST MFR.0 LB 4 ECTION-05T SCALE: -0"LE: GRAVITY LOAD .3/4" -0° GROUT CAP. TRENCHING NOTE5/5EQUENCE: REFER TO ARCH. EXISTING CONSTRUCTION GROUT (2) CELLS SOLID I0' AT EXIST. MAS. REFER t0 TOP/WALL CONT. STEEL PLAN FOR LOCATIONS - 1, SAW -CUT EXISTING CONCRETE SLAB -ON -GRADE AS REQUIRED FOR L_.__-__:- r - CHANNEL. EXISTING CONSTRUCTION II /2 � -� REQUIRING REINF. NEW TRENCH LOCATIONS. po NOT DAMAGE EXISTING WALL/FOOTINGS REFER TO PLAN STAGG. TOP AND BOTT. - KO COLUMN FOOTING, EXIST. STEEL BEAM. (TYP.) BLOCKS m FIELD -VERIFY AND NOTIFY ARCHENG. OF NOTE: ` J C2) "5 CONT. 2. HAND EXCAVATE AS REQUIRED_ FIELD -VERIFY _-_-- ANY DISCREPANCIES PRIOR t0 REFER TO 4/54.5 FOR CONSTRUCTION SEQUENCE GALVANIZEDTHRU-BOLTS PIPE/CHAIN LINK CAGE n 12" MASONRY WALL. 3. HAND COMPACTED BOTTOM OFtRENCH TO A MINIMUM OF98�0REFER TO 6/54.5 CONSTRUCTION. 4 5 AND ADDITIONAL AND CONNECTIONS BY REFER TO PLAN. MODIFIED PROCTOR DENSITY. tz 4.5 'ENGINEER INFORMATION. DELEGATE SPECIALTY a d VERT. REINF. REFER TO PLAN 4. APPLY TERMITE TREAS REQUIRE (GOOR'D. w/ ARCH.) S4. l3) EXIST. REINF./FULLY I I I I I I 5. INFILL TRENCH EXCAVATION IN LIFTS NOT EXCEEDING S". EACH LIFT VERIFY GROUTED CELLS OR SHALL BE COMPACTED TO A MINIMUM OF W% MODIFIED PROCTOR BOTT./CHANNEL 24" WIDE CONC. COL. G.C. i I I I I I %� HORIZONTAL JOINT °. CRY DENSITY. I i I I TO FIELD -VERIFY AND 1 I t I I I I I I I i I i i I I t 1 REINFORCING AT 16" O.G. CAP P 3/4°'x10"x0`-1®" NOTIFY ARCH./ENG, OF + t + + + + 6, INSTALL 6MIL (MIN.) VAPOR BARRIER 4a ' I + ANY DISCREPANCIES I I I I + I I t E 1 I I t I I 1 - 1/2" ISOLATION ° 1/4" 4" I I PRIOR TO CONSTRUCTION. I i I i I i I i i i JOINT - 1. DRILL 4 EPDXY 03 DOWELS AS SPECIFIED. + + i I HSS COLUMN. • • • • + + + + E I I 1 • I _._ ... _.._.. n GROUT ALL CELLS - SOLID BELOW SLAB 5. INSTALL WELDED WIRE FABRIC (W.W,F) AS SPECIFIED, IN -FILL SLAB WITH REFER TO PLAN. I i I (2) 1/2"� THRU-BOLTS (TYP.) SLAB 3,000 PSI CONCRETE, NEW SLAB THICKNESS TO MATCH I I + + I I (I -TOP, I-BOttJ �� 4 5 SLAB -ON -GRADE. EXTERIOR SLAB. STEP EXISTING. (4" MIN.) SECTION I I �... t E ;. ... .......... .......... REFER TO PLAN ° -- . AND SLOPE PER ARCH. REFER TO CIVIL S. NOTIFY ARCH./ENG. OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. VERIFY ,...' ...........1 • I • • I W y a a U ° DRAWING. SAW -CUT EXIST. ah Mv BOTT./CHANNEL _ ._._... _ ... _ .. (X SLAB -ON -GRADE AS NOTE: (6) 1/2"0 THRU-BOLTS. I I E I t I 1 I I 1 I I I I + I + �pA \ \\ REQUIRE FOR NEW CONC. EXISTING NSTALLA ON SLAP CONCRETE I TI OF NEW PIPE DRILL AND EPDXY REFER TO 4/64.5 FOR CONSTRUCTION SEQUENCE DO NOT DAMAGE EXIST. REINF. DURING INSTALLATION OF STEEL CHANNEL EA. FACE. � i i + + + � I I I I I I ��\ \/\/\y �/ --- -- >tu // / // // _. /� ��%\i // // // „ NEW "3 x 0 -S DOWEL W.W.F. ADDITIONAL tHRU-BOLTS. REFER TO PLAN I 211 ........_ AT 16" OC. MAX., ,AND - -x 311EMBED.INFORMATION. ( 3I/4" iE. REFER TO 4/545 P_ 1/4I, AT 16II O.G. MAX. I ° \ ' -- - / / (LOCATE AT THRU-BOLTS) REFER TO 4/54.5 I I I' I t I REFER TO FOUNDATION-)\/�' a , V �� /' \, ° a fE 3/4" AT STEEL COL- 1 I I' 1 I a I PLAN/FOOTING a � ° ° < °. d 1` TRENCH INFILL REFER TO 5/54.5 , SCHEDULE ' SECTIONELEVATION SCALE: 3/4" I' 1'-4" I MAX. I'-4" I 1'-4" ' S° MAX, MAX. SECTION 3" CLR. TRENCH 1)ETA I L PIPING BY OTHERS, COOR'D. w/ ARCH. 8 SCALE: 3/4" I' 7 SCALE: 1'-0" ARCH. SECTION 2/AT SCALE: V $ 1'-0" = -Oil STEEL COL. 3/4" = REF: = -Oil REVISIONS BY � REv. 4 - Zl25nl J' J fi r� a _j- -r A_ i 1 a 0 a�v: a A s'. a CD 0 173 o��rnC3� L.jW U-) L- co oN-) LO r` i �w0)z t Lj W Z3 3 Z J U U_ x a� C) V2Q, L- LLJZ � 0 r 0� Z �,- �, Ln _ N-) z c� UDo- oa U_ _Z C J 14 o U Lo � o � Cr Q Q V w U a� a Q W v m Lr) o Q M s_ O o ® oo s L. -- M CL N n- ck� N 0 J Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: Job: 09-45 Sheet S4*5