Midwestern Engineers, Inc. Plan Preview

� �I = i' o' .� <oc 0� �. N, ' g c;, £':� "o C . - 1\ 0 � � Or -w - £" "" �I ,, < 0 - ,u -1 �" "o' �� !; 5 "' ::i =• , m <o -· - - -- ·- -- (I - -- - /MOVEMENT JOINT - - - - - 2'-1 . .Z . -- - -- - w---- - - - -- - - -- - - - ·-- -- - -- - - " - "--· -- - --· - -· - . . #5 REBA� Note: 1 ' 0 I ..- - � ,1) I @ � �- C,,-2'-1" I I m □ V 'I\ - <§: j4) vLESS THAN I?, " / so" " I '3 l #5 REBAR □□ofilt:10□□[ 0 I ..- - V ' "' / / t2) © � - I - � - �t-- - - -- - ---- " >--- - >--- - - - -'s;;_ -- - 1 '® 9 1. 2-#5 VERTICAL WITHIN 16" OF ALL CORNERS (TWO BLOCK CORES). 2. 2-#5 VERTICAL WITHIN 16" OF ALL MOVEMENT JOINTS AND ON EACH SIDE (TWO BLOCK CORES EACH SIDE). 3. 2-#5 REBAR VERTICAL W ITHIN 16" OF EACH SIDE IN ALL OPENINGS (TWO BLOCK CORES EACH SIDE). 4. #5 REBAR IN BOND BEAM OVER AND UNDER ALL OPENINGS EXTEND 24" MIN. EACH SIDE PROVIDE 8" MIN GROUT BEARING FOR EACH END OF LINTEL ® 9 5. PROVIDE #5 VERTICAL AT MAXIMUM 24" O.C. IN WALLS TALLER THAN 12'-0" AND 48" 0.C. ALL OTHER WALLS. 6. WHERE OPENINGS ARE CLOSER THAN 50" PROVIDE CONTINUOUS #5 REBAR IN BOND BEAM OVER AND UNDER BOTH OPENINGS EXTEND 24" MIN. ON EACH SIDE. 7. PROVIDE #5 IN CONTINUOUS BOND BEAM AT TOP OF WALL AND AT INTERMEDIATE FLOOR OR ROOF BEARING LEVELS. ANCHOR PRECAST SLABS AT MIN 48" O.C. AS NOTED IN DETAILS CONTINUE STEEL THROUGH MOVEMENT JOINTS. TYPICAL REINFORCING AT CMU WALLS CAULK JOINT .. TERMINATE HORZ. REINFORCING @ CONTROL JOINT SASH BLOCK No. 5 VERT. REINFORCING, GROUT FILL CORES . .. DUR-0-WALL WIDE . . FLANGE RUBBER CONTROL JOINT, SIZE PER WALL 3 MASONRY WALL CONTROL JOINT NOT TO SCALE OPEN 9 ADD BARS EQUAL TO Y, OF INTERRUPTED REINFORCEMENT TO EACH SIDE OF OPENING (2-#5 EACH FACE MIN.) EXTEND LAP SPICE LENGTH PAST EDGE OF OPENING. ADD 1 #5x4'-6" DIAGONAL EACH FACE IF OPENING IS GREATER THAN 16"0 OR WIDTH NOTE: 1 APPLIES UNLESS SPECIFICALLY SHOWN OTHERWISE ON PLANS. 2. APPLIES TO ALL OPENINGS GREATER THAN 6"x6" OR 6"¢. 0 TYPICAL OPENING DETAILS 9 f--------- NOT TO SCALE ' , ' ,� � I"'® 16" TOP!SLAB OR Note: 2 P □ �� AR WINDOW /oR DOOR . . - >-- - - - I- - I- - - - . - CONCRETE Note: 3 FOUNDATION ,,,,,,.- .._ - ,:::-- 9 9 8. PROVIDE HORIZONTAL LADDER REINFORCEMENT OF W1.7 @ 16" O.C. CONTINUOUS THRU CORNERS VERTICALLY. 9. PROVIDE DOWELS TO MATCH WALL REINFORCEMENT FROM CMU WALL INTO POURED CONCRETE FOUNDATION •4 WALL. WITH MIN 3D" LAP WHEN SUPPORTED BY EXISTING CONCRETE WALL OR SLAB USE EPOXY SET DOWEL ANCHORS. VERIFY DIMENSIONS W/ MECH. DWGS. QC u ' ' . . . . • . . . . • . ' " • • • . . .. • . . . , . . . • • " • ' 4 • • ' • • ' • 4 ,, \6x6~W1.4xW1.4 W.W.F. . .. . • • • " SCALE: 1/4" = 1 '-0" • OR ¾" CH SMOOTH RADIUS TOOLED AMFERED EDGES. ,....SLAB PER PLAN 14 4 • • 4 TYPICAL HOUSEKEEPING PAD NOT TO SCALE ADD (3) No.5 BARS @ ALL OPENINGS 8" EMBEDDING EACH WAY 1'-6" DOOR OPENING WIDTH 1'-6" ro / 10 #5 BAR x OPENING + 3'-0" @ SLAB MID DEPTH NOTE: TYPICAL SLAB REINFORCING @ ALL OVERHEAD DOORS, MANDOORS AND WINDOWS (WHERE APPLICABLE) #5 BAR x 2' -6" @ SLAB MID DEPTH TYPICAL DOOR OPENING REINFORCING SCALE: 3/4" = 1'-0" DOWEL SIZE & SPACING SLAB DEPTH DOWEL DIAMETER TOTAL DOWEL LENGTH DOWEL SPACING (INCHES) (INCHES) (INCHES) CENTER TO CENTER ( INCHES) 4 3/4 16 24 6 3/4 16 12 REINFORCING STEEL LAP SPLICE CHART HORIZONTAL VERTICAL BAR HORIZONTAL BAR FOUNDATION SPLICE BAR SPLICE BOTTOM BAR LENGTHS LENGTH SPLICE LENGTH #4 2'-1" 2'-9" #5 2'-7" 3'-5" #6 3'-1" 3 '-1" 4'-1" #7 4'-6" 4 '-6" 5'-11" #B 5'-2" s'-2" 6' -9" #9 5'-10" 5·-1o" 7' -7" #10 6' - 7" 6'-7" 8'-6" #11 7-3" 7 3 " 9-5" NOTE: APPLIES TO ALL BARS. (UNLESS SHOWN OTHERWISE ON PLANS.) NOTES: 1. COORDINATE LOCATIONS AND SIZES OF EQUIPMENT CONCRETE SUPPORT PADS WITH THE MECHANICAL PLANS AND THE EQUIPMENT SUPPLIER'S SHOP DRAWINGS. FORMED JOINT WITH WATERPROOF FLEXIBLE SEALANT (VULKEM 227 OR ENGINEER PRE-APPROVED EQUAL) 1/4"(±) SAWED JOINT # 7 SLAB ON GRADE PER PLAN, SEE PLAN FOR TYPE OF REINFORCEMENT QC w n. 6" WIDE x ¾," THICK (MIN.) RIBBED SPLIT FLANGE PVC CENTERBULB WATERSTOP. WATERSTOP SHALL BE PROPERLY SPLICED TO MAKE A WATERTIGHT STRUCTURE. 5 CONCRETE SLAB CONTROL JOINT SMOOTH DOWEL PER TABLE q 4 ' 4 4 q m v; '5v; v,W z xY u N- ,f'c COAT OR WRAP TO PREVENT BOND NOT TO SCALE SLAB ON GRADE PER PLAN CONCRETE SLAB CONSTRUCTION JOINT NOT TO SCALE 8'-0" HORIZONTAL WALL, REINFORCING ---------��--------+--SPLICE Cf. , I I , < > 1 1 , SEE LAP SPLICE CHARTS , I I , , SEE LAP SPLICE CHARTS I , I SEE , LAP I SPLICE CHARTS TYPICAL SPLICE LAYOUT - WALL BARS SCALE: 1/4" = 1'-0" < > " �. " . " . Cf. JOINT -LAB SPLICE AT DISCONTINUE- 2" 2" CONTINUOUS ALTERNATE BARS, U.N.O. BARS, U.N.O. . . , ; . • ; . • s ,, NOTE: VERTICAL REINFORCEMENT OMITTED FOR CLARITY. 2 WALL CONTROL JOINT ELEVATION NOT TO SCALE V . •• • ' . • v; . " • CY STD. 90' HOOK, TYP. ' . • u • w • u • :J \ 4 v; • < • . . . . • ' . > . . . • • .• •• . • , ' • ' w • " • V, . • l------- • • • STD. 90' HOOK, TYP._.......- . . " • . . , . . SEE LAP SPLICE CHARTS ' . �_T_ Y _ P _IC_A_L _ C_ O_ R_ N_E_ R_D _ ET_ A_ I _ LS _ _ � NOT TO SCALE SQUARE CHAMFER NO V. SHAPE 1 2" CLEARANCE TO--._ TERMINATED BARS • CHEMICAL BOND BREAKER DISCONTINUE ALTERNATE BARS - UNLESS SPECIFICALLY SHOWN OTHERWISE ON PLANS v; z ' (n 5 w n. z y z "0 :r: t, f-Z � "" ' . ..,o"" :r: "'v; � PROVlDE BOND 8 EftKER IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. PROVIDE WATERPROOF FLEXIBLE SEALANT - SEE SPECIFICATIONS 6" WIDE x ¾" THICK (MIN.) RIBBED SPLIT FLANGE PVC CENTERBULB WATERSTOP. WATERSTOP SHALL BE PROPERLY SPLICED TO MAKE A WATERTIGHT STRUCTURE. 8 CONCRETE WALL CONTROL JOINT NOT TO SCALE 6'-0 " TYPICAL SPLICE LAYOUT - TANGENTIAL BARS IN FOUNDATION SCALE: NONE TYPICAL STRUCTURAL DETAILS • '""""' I REVISIONS I BID SET � 2021 �Jidwe,tcrn Engineer,. Inc. S02 We,t Hroariwa) Sm::ct !'.O. Bu.\ 295 Loogoo1ec. lndia11a 47.'>5.> DATE FEB. 2021 DESIGN T.M.K. DRAWN S.L.H. Q.C. CHECK R.D.W. PROJECT NUMBER 2015078-01 S114 23 OF 114 I FlLE NUMBER 42049 I Do Not Use Plan Previews for Take Off