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Home My WebLink AboutSHEET S303 - Shoppes on Main Retail Building (Carmel, IN) 19SEE NOTES GROUT ALL VERTICAL ST FULL HEIGHT Ni 1. PROVIDE HORIZONTAL REINFORCING IN ALL WALLS. 2. PROVIDE ADDITIONAL BARS AT WALL INTERSECTIONS AND CORNERS AND AS SHOWN ON DETAILS. 3, GROUT ALL CORES BELOW FINISHED FLOOR ELEVATION. 4, LAP HORIZONTAL JOINT REINFORCING 16" AT SPLICES. WALL REINFORCEMENT SCALE: NONE REINFORCE TWO CORES AS SHOWN CORNER VERTICAL REINFORCEMENT PER ELEVATION THIS SHEET I WIN 1i f JAMB VERT. PONE (COLT THEN BOND BEAM) CORE WITH BOND BEAM -2 w5 TONS REINFORCING #3 SPACERS 0 48" O.C. PROVIDE BOND BEAMS WHERE SHOWN ON ARCHITECTURAL AND STRUCTURAL PLANS AND SECTIONS. BOND BEAM NNN SCALE: NONE REINFORCEMENT DETAILS SCALE: NONE NOTES: 1. REINFORCING SHOWN IS IN ADDITION TO REINFORCING SHOWN ON PLANS AND SPECIAL DETAILS. 2. REINFORCING SIZE SHALL MATCH TYPICAL WALL REINFORCEMENT. 1/2'0 x 6" HEADED STUDS WELDED TO TOP OF LINTEL BEAM. PLACE (1) DIRECTLY OVER BEARING, BALANCE AT 32" O.C. (MAXIMUM). GROUT FIRST COURSE ABOVE LINTEL BEAM SOLID fl 8" PROVIDE HORIZONTAL JOINT REINFORCEMENT WHERE SHOWN FEEL PER PLAN -SHRINK GROUT (2) 1/2"0 ANCHORS (SPACE AT BEAM GAGE) 3" REINFORCEMENT PER DETAILS AND ELEVATIONS THIS SHEET_ REAM I INTFL BEARING RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Caimel DATE: 06/17/19 PONE.BALL THE WAY TO CORNER CORNER 2 #5 - 30%30" EXTEND BOND BEAM REINF. ALL THE WAY TO EDGE INTERSECTION BOND BEAM REINFORCING SCALE: NONE CMU WALL & FEINT. PER PLAN w `_ I TOP OF RIG OR SLAB DOWEL SIZE & SPACING TO MATCH WALL REINFORCING STD HOOK L REBAR SPLICE AT FOUNDATION NOT TO SCALE SPACING PER PWJ CONTROL JOINT ONE SIDE OF OPENING VERT. REINE. (SAME SIZE AS VERT. WALL REINFORCING) PROWDE ANCHORS UCH L SE£ STEEL NNTEL REARM DEwL NOT REQUIRED Wm LOOSE ARGUE LINTELS 2 j)6 VERT. EACH C (4 CORES TOTAL) 8" DEEP BOND BEAI (OMIT AT D00R OP6 5011 mmmmonm 51m1 Mmm I■1 I■m1I-mmi Im 1 OmnMmmT0NY■Y M1aiu M mn mm Im��F,�mi I -�1�A1-I-III -.Illlln mlII CONTROL JOINT MATERIAL DUR-O-WALL D/A 2001, D/A 2003 OR EQUAL SPACING PER PLAN �, REINFORCE WALL EACH SIDE OF JOINT. BAR SIZE TO MATCH TYP. WALL REINFORCEMENT PLAN MASONRY CONTROL JOINT NO7ES: 1, SEE ARCH. BASS. FOR CONTROL JOINT LOCATIONS. MAXIMUM SPACING OF JOINTS = 20'-0". 2, DISCONTINUE HORIZONTAL JOINT REINFORCING AT CONTROL JOINTS, 3, STOP BOND BEAM REINFORCING 2" FROM CONTROL JOINT. ADD 3'-0" DOWEL x REINFORCING SIZE. BREAK BOND WITH MASTIC ON DOWEL FOR 18" ONE SIDE OF JOINT, LI L\/ATIfIIJ MASONRY CONTROL JOINT SCALE: NONE TYP. REBAR SPLICE NOT TO SCALE SPACING Pro of .K, VERT. REINE (SAMI SIZE AS VERT. WA. REINFORCING) 2 #6 VERT. EACH (4 CORES TOTAL) 8" DEEP BOND BE (OMIT AT DOOR OF WALL OPNG W/ STEEL LINTEL WALL OPNG W/ PRECAST LINTEL SCALE NONE SCALE: NONE MASONRY CONSTRUCTION REINFORCING BAR LAP SPLICE SCHEDULE BAR SIZE LAP LENGTH #3 1'-9" #4 2'-3" #5 2'-9" #6 4'-9" 7'-6" #7 KWIK BOLT 3 EMBEDMENT DIAMETER MINIMUM EMBEDMENT 3/8" 21/2" 3 112" 4" 1/2" 5/8" 3/4" 4 3/4" LOOSE LINTEL SCHEDULE OPENING SIZE ANGLE SIZE REMARKS UP TO 4' HON L 4x4xl/4 PROVIDE 4" BEARING EACH END 4'-I" TO 6'-0" L 6x4x5/16 PROVIDE 4" BEARING EACH END 6'-I" TO 9'-0" L 7x4x3/8 PROVIDE 4" BEARING EACH END GENERAL MASONRY NOTES 1. CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH IBC CHAPTER 21 THE LATEST EDITION OF THE "BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES" (ACI 530). 2. CONCRETE MASONRY CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE "SPECIFICATION FOR CONCRETE MASONRY CONSTRUCTION" (ACI SEEL). 3. CONCRETE MASONRY CONSTRUCTION SHALL BE INSPECTED AS REQUIRED BY THE "SPECIFICATION FOR CONCRETE MASONRY CONSTRUCTION" (ACI 530.1). SEE SHE F101 4. CONCRETE MASONRY CONSTRUCTION SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F'M) OF 1,500 PSI AT 28 DAYS. 5. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90-03. COMPRESSIVE STRENGTH OF MASONRY UNITS SHALL MEET OR EXCEED 1900 PSI. 6, MORTAR SHALL BE TYPE M BELOW GRADE AND TYPE M OR S ABOVE GRADE PROPORTIONED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM C270 OR C476. 7, MASONRY CORES WITH REINFORCEMENT, BOND BEAMS AND OTHER CORES SHOWN TO BE FILLED WITH GROUT SHALL BE FILLED WITH A COARSE GROUT WITH A MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS, 3/4" MAXIMUM AGGREGATE AND 8" SLUMP, 8. GROUT NET HEIGHTS SHALL NOT EXCEED 5'-0". GROUT POUR HEIGHTS SHALL MEET THE REQUIREMENTS OF ACI-530, 9. REINFORCING STEEL SHALL BE DEFORMED BARS OF NEW BILLET STEEL CONFORMING TO ASTM A615-07 WITH A MINIMUM YIELD STRENGTH OF 60,000 PSI. 10. REINFORCING BAR DETAILING, FABRICATING, AND PLACING SHALL CONFORM TO THE LATEST EDITION OF "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301), 11. REINFORCEMENT BARS SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY THE STRUCTURAL ENGINEER. 12, PROVIDE DOWELS FROM FOUNDATION INTO REINFORCED CMU. DOWELS SHALL EXTEND INTO THE CMU PROVIDING A LAP SLICE OF THE LENGTH SPECIFIED IN THE SCHEDULE FOR THAT SIZE REINFORCEMENT BAR. 13. AT SPLICES OF REINFORCEMENT BARS PROVIDE A LAP SPLICE. LENGTH OF SPLICE SHALL BE PER SCHEDULE ON THIS SHEET. 14, PROVIDE GALVANIZED STEEL WIRE JOINT REINFORCEMENT IN ALL MASONRY CONSTRUCTION. REINFORCEMENT SHALL BE CONTINUOUS AND BE LAPPED SIXTEEN INCHES AT SPLICES. CUT REINFORCEMENT AT ALL CONTROL AND EXPANSION JOINTS. SPACE REINFORCEMENT AT 8" ON CENTER FOR PARAPETS, BELOW BUILDING FLOOR ELEVATION AND STACK BOND CONSTRUCTION. ELSEWHERE SPACE REINFORCEMENT AT 16 INCHES ON CENTER. HORIZONTAL REINFORCEMENT SHALL BE TRUSS TYPE WITH W1.7 WIRES. 15. MAINTAIN VERTICAL BAR POSITION DURING GROUTING OPERATIONS. BAR POSITIONERS SHALL BE DUR-O-WALL D/A 815 OR 817 (ONE BAR PER CORE) OR D/A 816 (TWO BARS PER CORE) OR EQUAL. PROVIDE POSITIONERS AT 48" ON CENTER. PROVIDE A MINIMUM OF TWO POSITIONERS PER BAR. 16, AT BEAM BEARINGS PROVIDE TWO 1/2" DIAMETER X V-3" HOOKED ANCHORS. SPACE ANCHORS AT STANDARD GAGE FOR BEAM. 17. BEAMS, LINTELS, JOISTS, ETC. SHALL BEAR ON BOND BEAMS OR REINFORCED HOLLOW MASONRY UNITS WITH CORES FILLED SOLID WITH GROUT. SEE DRAWINGS FOR OTHER REQUIREMENTS. 18. PROVIDE BOND BEAMS WHERE SHOW ON ARCHITECTURAL & STRUCTURAL DRAWINGS. 19, PROVIDE LINTELS AT ALL OPENINGS IN MASONRY WALLS. NOT ALL OPENINGS ARE SHOWN ON THE STRUCTURAL DRAWINGS. SEE THE ARCHITECTURAL DRAWINGS FOR MASONRY WALL OPENING LOCATIONS AND SIZE. 20. ANCHORS USED IN MASONRY CONSTRUCTION SHALL BE KWIK BOLT 3 EXPANSION ANCHORS BY HILTI . ANCHORS SHALL BE INSTALLED A MINIMUM OF 12" FROM THE END OF A MASONRY WALL. DO NOT INSTALL ANCHORS WITHIN 2" OF VERTICAL JOINTS. SEE DETAILS FOR DIAMETER OF ANCHORS. EMBED IN MASONRY PER THE FOLLOWING CHART. MASONRY CORES WHERE ANCHORS ARE PLACED SHALL BE GROUTED SOLID. 21. WHEN FILLING IN OPENINGS IN EXISTING CMU, EXTENDING AN EXISTING WALL, OR BUILDING A NEW WALL PERPENDICULAR TO EXISTING CMU, TOOTH IN NEW CMU AND REINFORCE COMMON CORE WITH ONE #6 BAR VERTICAL AND GROUT CORES SOLI - LINTEL SCHEDULE SEE STRUCTURAL DWGS FOR LOCATIONS MARK SIZE REMARKS NN SPAN LI PC8-8 @ 8" CMU W/ @ 12" CMU W/ PL 5/16" x 7 PE. 5/16" x II 112" 112" T & T & B B UP TO 4' 4' TO 8' L2 W8x24 L3 W16x26 @ 8" CMU W/ PL 5/16" x 7 1/2" T & B 8' TO 14' L4 W16x4O # 12" CMU W/ PL 5/16" x II 112" T & B 14' TO 20' NOTE: EXTEND WIDE FLANGE LINTELS 1'-4" PAST OPENING ONTO BEARING PLATE. REINFORCE CMU WALL W/ (2) #6 EA. CORE 0 12" WALL, (2) T5 EA. CORE 0 8" WALL NN PRECAST LINTEL PROPERTIES MARK SIZE WxH EI NF. F'o OVN OMN lap BOT. PC6-8 6x8 1 #4 1 #5 3,500 3,320 59,570 IN -LB PC8-8 8x8 2 #4 2 #5 3,500 4,450 LB 167,150 IN -LB PC8-16 8x16 2 #4 2 #6 3,500 10,540 LB 598,090 IN -LB LINTEL NOTES. SEE DETAILS FOR REQUIRED BEARING PRECAST LINTELS MUST HAVE REINFORCEMENT AND STRENGTH NOTED ABOVE. PRECAST LINTELS SHALL BE MARKED TO INDICATE TOP OF LINTEL. REINFORCEMENT SHALL BE 1-1/2" CLEAR FROM TOP AND BOTTOM OF PRECAST LINTEL. STEEL UNTELS IN EXTERIOR WALLS SHALL BE HOT DIPPED GALVANIZED (G90). STEEL HOTELS IN INTERIOR WALLS SHALL BE SHOP PAINTED WITH A PRIMER AND A TOP COAT. Z O r O O IN. IN No r N N Q 6 O a O d • ? x Cm U Ne W J Y a U a J°"z • co) Z L�J W Z Z w am a O U) H W 0 z Z 0 a # DESCRIPTION DATE E. My� % IWO =, PE101W237 Ao. STATE OF 4rw 1• ,'�A �hDUNa '�4 . l"EclONA/LV�yV�"P STATE SUBMITTAL APRIL 10, 2019 18148 S303