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I 3 4 I 5 r u I 0 w 5 C. CAST -IN -PLACE CONCRETE (CONTINUED) 7. REINFORCING SPLICE AND EMBEDMENT SCHEDULES: ACI STANDARD 90 AND 180 DEGREE HOOK REINFORCEMENT... BAR SIZE HOOK EMBEDMENT LENGTH (IN.) fc = 4000 PSI fc = MW PSI fc 6000 PSI #3 7 7 6 #4 10 9 8 #5 12 11 10 #6 .15 13 12. #7 17 15 14 #8 19 17 16 #9 22 19 18 #10 24 22 20 #11 27 24 22 REINFORCEMENT SPLICE AND EMBEDMENT SCHEDULE FOR fc=4000 PSI BAR SIZE SPLICE LENGTH EMBEDMENT LENGTH TOP BARS (IN.) 1 OTHER BARS (IN.) TOP BARS (IN.) 1 OTHER BARS (IN.) #3 24 19 19 15 #4 32 25 25 19 #5 40 .31 31 24 #6 48 37 37 29 #7 70 54 54 42 #8 80 62 62 48 #9 91 70 70 54 #10 102 79 79 61 #11 113 87 87 67 D. CONCRETE MASONRY 1. REFER TO DETAIL 1/S-002 FOR TYPICAL CMU LOAD BEARING WALL REINFORCING ELEVATION. 2. ALL MASONRY SHALL CONFORM TO THE REQUIREMENTS OF IBC AND ACI 530. THE MINIMUM SPECIFIED DESIGN COMPRESSIVE STRENGTH OF CONCRETE MASONRY (fm) SHALL BE 1500 PSI AT 28 DAYS. 3. ALL CONCRETE MASONRY UNITS (CMU) SHALL BE 2-CELL, HOLLOW LOAD BEARING, NORMAL WEIGHT AGGREGATE UNITS CONFORMING TO ASTM C90. CMU SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 1900 psi ON THE NET AREA AT 28 DAYS. 4. MORTAR SHALL CONFORM TO ASTM C270, TYPE S. MORTAR SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 1800 psi AT 28 DAYS. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. REINFORCEMENT LAP SPLICES IN CMU WALLS, COLUMNS, PILASTERS AND BEAMS SHALL CONFORM TO TABLE FOR NOTE #19 ON SHEET S-002. PROVIDE TYP. VERT. WALL REINFORCING ABOVE OPENINGS. TERMINATE BOTTOM OF BARS WITH STD. ACI 900 HOOK AT BOTTOM LAYER OF LINTEL MASONRY CONTROL JOINT IINP OPENING JAMB, REF. 3/S-002 REINFORCING. OR FOR SIZE & REINFORCING, TYP. TOP OF WALL. MASONRYI ION JOINT REF. ARCH. OPENING LINTEL, RI 2IS-002 FOR SIZE & REINFORCING, TYP. TOP OF CONC Nu ELEV. PROVIDE REINF ORCI OPENINGS D. CONCRETE MASONRY 6. GROUT SHALL CONFORM TO ASTM C476 AND SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f'g) OF 2000 PSI AT 28 DAYS. THE COMPRESSIVE STRENGTH OF THE GROUT SHALL BE DETERMINED IN ACCORDANCE WITH ASTM C1019. ALL CMU CELLS SHALL BE FILLED SOLID WITH GROUT. 7. VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS VERTICAL CELL NOT LESS THAN 2 1/2"x3" PLAN DIMENSIONS. 8. PROVIDE A DOWEL OF SAME SIZE AS VERTICAL REINFORCING FOR EACH VERTICAL REINFORCING BAR. FOUNDATION DOWELS SHALL BE EXTENDED AN EMBEDMENT LENGTH INTO THE FOUNDATION CONCRETE AND ONE LAP LENGTH INTO MASONRY WALL UNLESS NOTED OR INDICATED OTHERWISE. 9. ALL VERTICAL WALL REINFORCING (INCLUDING JAMBS) SHALL EXTEND CONTINUOUSLY FROM BASE OF WALL TO EMBED 6" INTO THE UPPERMOST BOND BEAM. REFER TO DETAILS 1/S-002 FOR TYPICAL CMU WALL REINFORCING UNLESS NOTED OTHERWISE ON THE DRAWINGS. 10. PROVIDE CONCRETE MASONRY CONTROL JOINTS (MCJ) AS SHOWN ON THE DRAWINGS. 11. REFER TO 3/S-002 FOR CMU OPENING JAMB REINFORCING AND DIMENSIONS.. REFER TO 2/S-002 FOR OPENING LINTEL REINFORCING AND DIMENSIONS. 12. REFER TO 1/S-002 FOR CMU BOND BEAM LOCATIONS, DIMENSIONS, REINFORCING, AND SPACING, U.N.O. ALL INTERIOR CMU WALLS SHALL HAVE BOND BEAMS LOCATED AT THE SAME LEVELS AS PERIMETER CMU WALL BOND BEAMS. 13. HORIZONTAL REINFORCING BARS AROUND PERIMETER OF OPENINGS SHALL EXTEND A MINIMUM OF 24 INCHES OR 40 BAR DIAMETERS, WHICHEVER IS LARGER, PAST THE CORNER OF THE OPENING. WHERE THE MINIMUM LENGTH CANNOT BE ACHIEVED, PROVIDE A STANDARD ACI 180 DEGREE HOOK AT END OF BAR. 14. PROVIDE A MINIMUM OF THREE VERTICAL CELLS GROUTED SOLID WITH (1) - #6 VERTICAL IN EACH CELL AT ENDS OF CMU WALLS, CMU WALL INTERSECTIONS AND CORNERS, EACH SIDE OF A CMU WALL MASONRY CONTROL OR ISOLATION JOINT, UNLESS. NOTED OTHERWISE. BEAM SUPPORT LOCATIONS NOT AT PILASTERS SHALL HAVE A MINIMUM OF THREE VERTICAL CELLS GROUTED FULL WITH (1) #6 VERTICAL IN EACH CELL. PROVIDE A DOWEL OF SAME SIZE AS THE VERTICAL REINFORCING AT THE BASE OF THE WALL FOR EACH VERTICAL REINFORCING BAR. 15. REFER TO SHEET S-002 FOR TYPICAL CMU WALL CORNER AND INTERSECTION REINFORCING DETAIL. IIII �� !� _4UMA Iuu MINE II�H.�. HN HMO 1�\CC�C>��I�I�il��l��lilOO�11��O1i1 IIIS� "Imm Hl�i IIIIIIIIIIIIIIIII1/11 111nnI1INlllllnOSlMMONONn 1ftH■��tn IHI�I 1�1n�nw�11 H��IIIIIIIIJISIu O !1l�#1�1��1�=II=�I��IHRI M- IMII/NMsMMi1N=#1MMM=1MMMMM=kumIIlmmI#i#I IIIMM mmmmmmmHii1mmmmmmmmmmmHii1mMMHI MEN! i� { :>=LMM===E�crj==rzj=c==l"Mc==l fib= - •CONT. PROVIDE' • BOND BEAM BOTTOM OF OPENINGS. r FOUNDATION DOWEL, REF. NOTES 8 & 14 TYP. REINFORCING & SPACING (1) - #6 C 16" O.C. (U.N.O.) TYPICAL LOAD BEARING CMU WALL ELEVATION - - 3-002) NOT TO SCALE CMU JAMB SCHEDULE OPENING WIDTH JAMB WIDTH (W) REINF. BAR SIZE NUMBER OF BARS PER CELL 4'-0" OR LESS 16" #5 2 TYPICAL CMU JAMB DETAILS & SCHEDULE DETAIL 3-0021 NOT TO SCALE TYP. NOTE: CONTROL JOINTS NOT SHOWN FOR CLARITY. SEE REINFORCED CONCRETE MASONRY WALLS NOTE 10: A^I 111 ^r%^l IT 1-1 1/ 1 IAllf1Tl 1 CMU LINTEL SCHEDULE OPENING WIDTH LINTEL DEPTH (D) REINF. BAR SIZE NUMBER OF TOP BARS NUMBER OF BOT. BARS 4'-0" OR LESS 811 #5 -- 2 CONT. BOND BEAMS W/ (2) - #5 (MIN. U.N.O.) AT TOP OF WALL, BOTTOM OF WALL, STEEL BEAM BEARING ELEVATION, AND EVERY SIXTH COURSE ALONG WALL HEIGHT. BOND BEAM REINFORCING AT TOP AND BOTTOM OF WALL AND STEEL BEAM BEARING ELEVATION SHALL BE CONT. THRU CONTROL JOINTS IN _E AND QUANTITY IN EACH CELL. C SOLID GROUT LINTEL FULL DEPTH REF. SCHEDULE FOR BAR SIZE & QUANTITY 21 /2"4 L e j; 21 /2" DOUBLELINTEL CMU LINTEL DETAIL & SCHEDULE 3-00 NOT TO SCALE PVC CONTROL SEALANT JOINT MATERIAL� � BACKSTOP MATERIAL '1 VERTICAL WALL REINFORCING, -' SEE GENERAL STRUCTURAL NOTES TYPICAL MASONRY CONTROL JOINT (MCJ) DETAIL 3-0021 NOT TO SCALE D. CONCRETE MASONRY 16. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR DIMENSIONS, OPENING SIZES, LOCATIONS, AND ADDITIONAL INFORMATION AND REQUIREMENTS. 17. CONTRACTOR SHALL SUBMIT CMU WALL LAYOUT PLANS AND ELEVATIONS FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. THE CMU WALL LAYOUT PLANS AND ELEVATIONS SHALL BE SUBMITTED WITH THE REINFORCING SHOP DRAWINGS FOR THE SUPPORTING FOUNDATION OR FRAMING LEVEL. THE CMU WALL LAYOUT PLANS AND ELEVATIONS SHALL LOCATE AND INDICATE DIMENSIONS FOR ALL CMU WALLS, WALL OPENINGS, MASONRY CONTROL JOINTS, AND ALL CMU VERTICAL CELLS. HORIZONTAL ELEMENTS AND CMU VERTICAL CELLS THAT WILL BE REINFORCED, AND CONTAIN DOWELS SHALL BE INDICATED AND LOCATED ON THE CMU LAYOUT PLANS AND ELEVATIONS. 18. HORIZONTAL BOND BEAM AND JOINT REINFORCING FOR INTERIOR AND EXTERIOR WALLS SHALL BE CONTINUOUS THROUGHOUT, EXCEPT AT MASONRY CONTROL JOINTS IT SHALL BE AS FOLLOWS - A. INTERMEDIATE HORIZONTAL BOND BEAM AND JOINT REINFORCING SHALL BE DISCONTINUOUS AT MASONRY CONTROL JOINTS EXCEPT THAT REINFORCEMENT IN BOND BEAMS AT THE BOTTOM AND TOP OF WALL AND STEEL BEAM BEARING ELEVATIONS SHALL BE CONTINUOUS. B. WHERE CONTROL JOINT DOES NOT OCCUR AT A CORNER, PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH THE HORIZONTAL REINFORCING BARS OF EACH BOND BEAM AT ALL CMU WALL CORNERS AND INTERSECTIONS UNLESS NOTED OR INDICATED OTHERWISE. C. USE OPEN KNOCK OUT BLOCK BOND BEAM BLOCKS. DO NOT USE TROUGH TYPE BLOCKS FOR BOND BEAMS UNLESS NOTED OTHERWISE. TROUGH TYPE BLOCKS MAY BE USED FOR BOND BEAMS WHICH ARE ALSO LINTELS AND ARE DIRECTLY ABOVE AN OPENING. 19. VERTICAL AND HORIZONTAL REINFORCING SHALL MEET THE FOLLOWING LAP SPLICE AND EMBEDMENT REQUIREMENTS - REINF. BAR SIZE LAP SPLICE LENGTH IN CMU WALL (IN.) EMBEDMENT W/ STD. ACI .90 DEGREE HOOK (IN.) STRAIGHT EMBEDMENT (IN.) #4 15 10 19 #5 23 12 24 #6 43 15 29 #7 60 17 42 #8 92 19 48 20. ALL CONCRETE MASONRY WALLS SHOWN ON THE ARCHITECTURAL AND STRUCTURAL DRAWINGS HAVE BEEN DESIGNED TO RESIST THE REQUIRED CODE VERTICAL AND LATERAL FORCES APPLIED TO THEM IN THE FINAL CONSTRUCTED CONFIGURATION ONLY ASSUMING FULL BRACING TOP, BOTTOM, AND/OR SIDE OF WALL AS INDICATED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROPERLY AND ADEQUATELY BRACE ALL MASONRY WALLS AT ALL STAGES DURING CONSTRUCTION TO RESIST ERECTION LOADS AND LATERAL LOADS THAT COULD POSSIBILY BE APPLIED TO THEM PRIOR TO COMPLETION OF CONSTRUCTION. 21. ALL CONCRETE MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTION. REFER TO THE "BUILDING CODE" AND CONTRACT DOCUMENTS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 22. ALL CMU CONSTRUCTION SHALL BE PLACED IN RUNNING BOND PATTERN. 48 BAR DIAMETERS VERTICAL CORNER BARS, SEE GENERAL STRUCTURAL NOTES BOND BEAM REINFORCEMENT TYPICAL PLAN DETAIL FOR BOND BEAM REINFORCING 3-002) NOT TO SCALE ,1W A" wwx - a HaskeO Company ENGINEERING #31348 S -to -19 STUARTT. WEBB STRUCTURAL ENGINEER REG. NO.88469 U. cl rn 0 04 0 O F= U �a o a z� Oo 0 U n W o 0 T_ N U ti a N aS cn co WL z I=- ao O -j o to W N J Za, °°(�� 1m ci-- �o Q� �N �¢ CON a M qw_ (L J N w Z C) z o. LO .I Z --I ¢Q O F- m Op Z J Z -j Z 93: 1 -L U L } 1 Oa D �0 o co ui 0 0 J ` a � z Z wU H p J Z a w U w m 0. SHEET IDENTIFICATION S-002 Eli E