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Home My WebLink About211 2 3 I I I I I I I PANEL 1 I I I l LBR _ MC1 L8 MC1 5 °3 En A102 9 ,n PANEL 4 Lo - - - - MC1 CL 3 PANEL 4 aO J - t8 - - - J W D � PANEL 4 PANEL 8 � a J Lu iT CL PANEL 4 m MC1 LS o i MC1 PANEL 4 ANEL 6 �Lo L MC1 w L8 ML8 a11R L8 LBR LHB 1 LBR LBR -I ILEL 1 FIRST FLOOR MASONRY PLAN 1/8' = 1'-0" 1 2 3 I I I I I I I I SECOND FLOOR MASONRY PLAN 1/8* = 1'-0" PLAN NOTES: 1. SEE THIS SHEET FOR MASONRY NOTES AND REINFORCING REQUIREMENTS 2. SEE S3.1 THROUGH S3.3 FOR TYPICAL MASONRY DETAILS. TYPICAL DETAILS MR NOT BE CUT ON PLANS, BUT APPLY UNLESS OTHERWISE NOTED. 3. CJ INDICATES CONTROL JOINT IN CMU. COORDINATE LOCATION WITH BONDING PATTERN AND WALL ELEVATION. (SEE 1-S3.2) 4. SEE THE PROJECT MANUAL FOR ADDITIONAL CONTROL JOINT LOCATION REQUIREMENTS 5. SEE 11-S3.2 FOR STEPPED BOND BEAM 6. MC1, MC2, ETC INDICATES MASONRY COLUMN. SEE 4-S3.3 7. SEE 4-S3.2 FOR STEEL LINTEL SCHEDULE. VERIFY MASONRY OPENING AND ELEVATION WITH ARCHITECTURAL PLANS 8. SEE 2-S3.2 FOR CMU LINTEL SCHEDULE. VERIFY MASONRY OPENING AND ELEVATION WITH ARCHITECTURAL PLANS 9. BP1, BP2, ETC INDICATES BEARING PLATE REQUIRED. SEE 4-S2.2 10. FOR MULTI -SPAN CONTINUOUS LINTELS, MAINTAIN 16" MINIMUM CMU BETWEEN OPENINGS (UON) 11. PANEL 1, PANEL 2, ETC., INDICATES MASONRY PANEL SEE THIS SHEET FOR MASONRY PANEL SCHEDULE 12. LINTEL LEGEND: * INDICATES LINTEL REQUIRED FOR MECHANICAL OPENING. ONLY A PORTION OF THESE LINTELS REQUIRED FOR MASONRY OPENINGS ARE SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO FURNISH AND INSTALL ALL LINTELS REQUIRED FOR MECHANICAL OPENINGS WHETHER OR NOT SHOWN ON THE PLANS. COORDINATE NUMBER, SIZE, ELEVATION, AND LOCATION OF ALL LINTELS FOR MECHANICAL OPENINGS. A. SEE 2-S3.2 AND 4-S3.2 FOR LINTELS IN NON-BEARING WALLS B. SUBMIT SHOP DRAWINGS FOR REVIEW OF LINTELS REQUIRED AT MECHANICAL OPENINGS IN BEARING WALLS AND OUTSIDE LIMITS OF 2-S3.2 AND 4-S3.2 13. PROVIDE LINTEL AT RECESSED FIRE EXTINGUISHER CABINET. SEE 2-S3.3. VERIFY MASONRY OPENING AND ELEVATION WITH ARCHITECTURAL PLANS. 14. PROVIDE LINTEL AT RECESSED ELECTRICAL PANEL BOARD. SEE 3-S3.3. VERIFY MASONRY OPENING AND ELEVATION. REQUIRED INSPECTIONS FREQUENCY REFERENCE 1. AS MASONRY CONSTRUCTION BEGINS, VERIFY COMPLIANCE OF THE FOLLOWING WITH THE CONSTRUCTION DOCUMENTS AND REVIEWED SUBMITTALS A. PROPORTIONS OF SITE PREPARED MORTAR PERIODIC ACI 530.1 ARTICLE 2.6A B. CONSTRUCTION OF MORTAR JOINTS PERIODIC ACI 530.1 ARTICLE 3.3B C. LOCATION OF REINFORCEMENT, PERIODIC ACI 530.1 ARTICLE 3.4 CONNECTORS, AND ANCHORS 8 2. VERIFY THE FOLLOWING: A. SIZE AND LOCATION OF STRUCTURAL PERIODIC ACI 530.1 ARTICLE 3.3G ELEMENTS 8 5 B. ANCHOR TYPE, SIZE, AND LOCATION, PERIODIC ACI 530 SECTIONS INCLUDING DETAILS OF ANCHORAGE OF 4 1.2.2 (e), 2.14, 3.16 MASONRY TO STRUCTURAL MEMBERS, 48 110'-0", 114'-8" FRAMES, OR OTHER CONSTRUCTION - 5 C. REINFORCEMENT SIZE, GRADE, AND TYPE PERIODIC ACI 530 SECTION 1.13 CONFORMS TO SPECIFICATIONS NOTE 1, 8 ACI 530.1 ARTICLE 2.4, 3.4 D. WELDING OF REINFORCEMENT AND CONTINUOUS ACI 530 SECTIONS HEADED STUD ANCHORS 110'4" 2.1.10.7.2, 3.3.3.4 (b) E. PROTECTION OF MASONRY DURING COLD PERIODIC ACI 530.1 ARTICLE 1.8C WEATHER (TEMPERATURE BELOW 40 F) 24 IBC 2104.3 F. PROTECTION OF MASONRY DURING HOT PERIODIC ACI 530.1 ARTICLE 1.8D WEATHER (TEMPERATURE ABOVE 90'F) 5 IBC 2104.4 3. PRIOR TO GROUTING, VERIFY THE FOLLOWING: A. GROUT SPACE IS CLEAN PERIODIC ACI 530.1 ARTICLE 3.2D B. PLACEMENT OF REINFORCEMENT AND PERIODIC ACI 530 SECTION 1.13 DEVICES TO HOLD REINFORCEMENT IN NOTE 1, 8 ACI 530.1 ARTICLE 3.4 PLACE DURING GROUTING 8 5 C. PROPORTIONS OF SITE -PREPARED GROUT PERIODIC ACI 530.1 ARTICLE 2.6B D. CONSTRUCTION OF MORTAR JOINTS PERIODIC ACI 530.1 ARTICLE 3.38 4. VERIFY GROUT PLACEMENT CONFORMS WITH CONTINUOUS ACI 530.1 ARTICLE 3.5 CODE AND THE CONSTRUCTION DOCUMENTS 11-S2.2 12 5. OBSERVE PREPARATION OF GROUT SPECIMENS, CONTINUOUS ACI 530.1 ARTICLE 1.4 MORTAR SPECIMENS, AND/OR PRISMS NOTE 1 IBC 2105.2.2 6. COMPLIANCE WITH INSPECTION PROVISIONS OF PERIODIC ACI 530.1 ARTICLE 1.5 CONSTRUCTION DOCUMENTS AND CODES AND 110'-0" NOTE 1 APPROVED SUBMITTALS THE INTERNATIONAL BUILDING CODE REQUIRES A SPECIAL INSPECTOR TO OBSERVE THE WORK ASSIGNED FOR THE CONFORMANCE TO THE APPROVED DESIGN DRAWINGS AND THE PROJECT MANUAL THE SERVICES OF A CERTIFIED SPECIAL INSPECTOR SHALL BE MAINTAINED DURING CONSTRUCTION ON THE TYPES OF WORK LISTED 2 PANEL MARK CMU THICKNESS (BACK-UP) VERTICAL RE1NF HORIZONTAL REINFORCING REMARKS DETAIL TOP BOND BEAM ELEVATIONS N SPA 1 8 9SIZE 48 110'-0", 114'-8", 118'-0", 126'-0" NOTE 12 8 48 110'-0", 114'-8", 118'-0", 126'-0" NOTE 1 - 3 8 5 24 108'-8" NOTE 1, 8 9-A1.3 4 8 5 48 110'-0", 114'-8" NOTE 1, 8 - 5 8 5 48 110'-0", 114'-8" NOTE 1, 8 7-S2.2 SIM 6 8 5 48 110'4" NOTE 1 - 7 8 7 24 110'-0", 114'-8", 118'-0", 126'-0*, 128'-0* NOTE 1, 8 1-A10.1 8 8 5 48 110'-0", 114'-8", 118'-0", 126'-0" NOTE 1 4-S2.3 9 8 5 48 110'-0", 114'-8", 118'-0", 126'-0" NOTE 1, 8 2-S2.3 10 8 5 48 110'-0", 114'-8", 118'-0", 126'-0" NOTE 1, 8 2-S2.3 11 8 5 48 114'-8", 119'-4" NOTE 1, 9 11-S2.2 12 8 5 24 108'-8" NOTE 1 9-A1.3 13 8 5 1 24 110'-0" NOTE 1 9-A1.3 MASONRY WALL PANEL SCHEDULE 1 MANDATORY INSPECTION FOR MASONRY CONSTRUCTION NOTES: 1. MASONRY INSPECTION REQUIRED FOR ALL REINFORCED WALLS (SEE THE PROJECT MANUAL). 2. SEE THE PROJECT MANUAL FOR SIZE AND SPACING OF HORIZONTAL JOINT REINFORCING. 3. REINFORCING SCHEDULED HEREIN APPLIES TO THAT PORTION OF THE WALL ABOVE THE FOUNDATION WALL SEE FOUNDATION PLANS FOR FOUNDATION WALL REINFORCING. 4. ALL MASONRY WALLS TO HAVE BOND BEAM AT TOP OF WALL 5. ALL MASONRY WALLS ON FOUNDATIONS (INTERIOR AND EXTERIOR) SHALL BE REINFORCED WITH #5 AT 48" C TO C UNLESS OTHERWISE NOTED. 6. CMU THICKNESS INDICATED IN SCHEDULE MAY NOT APPLY AT BOTTOM OF WINDOW OPENIINGS (SEE ARCHITECTURAL DETAILS). 7. CMU THICKNESS INDICATED IN SCHEDULE MAY NOT APPLY AT TOP OF WALL ABOVE ROOF UNE (SEE STRUCTURAL FRAMING DETAILS). 8. GROUT SOLID ABOVE LAST NOTED BOND BEAM TO UNDER SIDE OF DECK. 9. MASONRY WALL BEYOND STAIR LIMITS STOPS AT THE UNDER SIDE OF DECK. 2 3 4 NOTE: REFER TO SITE PLANS FOR I I I I BUILDING ORIENTATION 1. ALL CONCRETE MASONRY SHALL CONFORM WITH ASTM C90 HOLLOW LOAD BEARING (HL) UNITS WITH A COMPRESSIVE STRENGTH OF 1900 PSI ON THE NET SECTION (F'm = 1500 PSI) 2. ALL MORTAR SHALL CONFORM WITH ASTM C270. SEE THE PROJECT MANUAL 3. ALL GROUT SHALL CONFORM WITH ASTM C476 AND HAVE AN AVERAGE COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. SEE THE PROJECT MANUAL CONCRETE SHALL NOT BE USED IN LIEU OF MASONRY GROUT. 4. UNLESS OTHERWISE NOTED, CENTER ALL VERTICAL REINFORCING IN CMU CORE AND HOLD IN POSITION WITH CAGING DEVICES. SEE TYPICAL DETAIL AND SEE THE PROJECT MANUAL 5. THE MINIMUM LENGTH OF LAP FOR REINFORCING IN MASONRY WALLS UNLESS OTHERWISE NOTED SHALL BE AS FOLLOWS: BAR NO LAE 4 24" 5 30" 6 36" 7 42" 6. SEE THE PROJECT MANUAL FOR HORIZONTAL JOINT REINFORCING SIZE AND SPACING. 7. ALL BOND BEAMS SHALL BE CONTINUOUS AND SHALL BE FILLED WITH GROUT AND REINFORCED AS FOLLOWS: BOND BEAM REINFORCING 8" CMU 2-#5 REINFORCING SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED. PROVIDE DOWELS AT CORNERS TO MAINTAIN CONTINUOUS REINFORCING. SEE TYPICAL DETAILS. 8. GROUT SHALL BE PLACED IN THE VERTICAL CORES OF THE MASONRY UNITS UTILIZING THE LOW UFT GROUTING METHOD SET FORTH IN NCMA-TEK 23A. A. GROUT SHALL COMPLY WITH ASTM C476. (MORTAR OR CONCRETE SHALL NOT BE USED TO FILL CMU CORES.) SEE THE PROJECT MANUAL B. WEBS ADJACENT TO CORES TO BE GROUTED SHALL BE MORTARED. MORTAR SHALL BE STRUCK FLUSH WITH THE INSIDE FACE OF CORES TO BE GROUTED. CORES TO BE GROUTED SHALL BE CLEANED OF ALL MORTAR DROPPINGS AND OTHER DEBRIS PRIOR TO GROUTING. C. THE MAXIMUM HEIGHT OF A GROUT LIFT SHALL BE 4 FEET. D. STOP GROUT POURS 1 1/2 INCHES BELOW THE UPPERMOST PORTION OF THE CAVITY BEING FILLED TO PROVIDE A KEY FOR THE NEXT LIFT OR POUR. E. CONSOLIDATE GROUT BY VIBRATING WITH A MECHANICAL VIBRATOR EACH LIFT, APPROXIMATELY 20 MINUTES AFTER GROUT IS INSTALLED. F. ALL REINFORCING STEEL SHALL BE INSPECTED IN PLACE BEFORE GROUTING AND THERE SHALL BE CONTINUOUS INSPECTION DURING THE GROUTING OPERATION. 9. IN EXTERIOR WALLS PLACE ONE REINFORCING BAR (SAME SIZE AS IN ADJACENT WALL) IN GROUTED CORE EXTENDING FULL HEIGHT OF WALL FOR ALL WINDOW AND DOOR OPENINGS UP TO 8 FEET WIDE. FOR OPENINGS 8 FEET TO 16 FEET WIDE PLACE TWO REINFORCING BARS IN TWO GROUTED CORES EACH SIDE OF OPENING. 10. GROUT CMU CORES 2 COURSES BELOW BEARING OF ALL SCHEDULED STEEL LINTELS AS INDICATED IN THE STEEL LINTEL SCHEDULE AND 'L' SERIES CMU LINTELS AS SHOWN IN THE CMU LINTEL SCHEDULE. GROUT CMU CORES FULL HEIGHT BELOW BEARING OF SPECIAL LINTELS (SL -1, ETC) AS INDICATED IN THE SPECIAL LINTEL SCHEDULE AND ALL 'ML' AND 'HL' SERIES CMU LINTELS AS SHOWN ON THE CMU LINTEL SCHEDULE. 11. MASONRY WALLS SHOWN ON ARCHITECTURAL DRAWINGS BUT NOT ON STRUCTURAL MASONRY PLAN SHALL HAVE HORIZONTAL JOINT REINFORCING AS REQUIRED BY THE PROJECT MANUAL 12. ALL MASONRY WALLS (INTERIOR AND EXTERIOR) SHALL BE ANCHORED TO STEEL COLUMNS AND BEAMS WHICH DIRECTLY ABUT THE ENDS OR SIDES OF THE WALL. MASONRY WALLS SHALL ALSO BE ANCHORED TO STEEL LINTELS. SEE THE PROJECT MANUAL 13. PROVIDE ONE VERTICAL REINFORCING BAR (SAME SIZE AS ADJACENT WALL) FULL HEIGHT OF THE WALL AT CORNERS, INTERSECTIONS, WALL ENDS, BEAM BEARINGS, JAMBS, AND EACH SIDE OF CONTROL JOINTS IN ALL INTERIOR AND EXTERIOR WALLS ON FOUNDATIONS UNLESS OTHERWISE NOTED. 14. SUBMIT SHOP DRAWINGS DETAILING ALL REINFORCING STEEL IN REINFORCED MASONRY CONSTRUCTION INCLUDING DETAILS OF ALL BENT BARS, VERTICAL REINFORCING AND HORIZONTAL BOND BEAM REINFORCING. INCLUDE PLANS AND ELEVATIONS AS REQUIRED TO CLEARLY SHOW ALL REINFORCING, INCLUDING BOND BEAMS, MASONRY LINTELS, AND ALL VERTICAL BARS. 15. ALL HORIZONTAL JOINT REINFORCING SHALL BE CONTINUOUS THROUGH ALL CORNERS AND INTERSECTIONS, EXCEPT AT CONTROL JOINTS. USE PREFORMED CORNER AND INTERSECTION SECTIONS FURNISHED BY JOINT REINFORCING SUPPLIER. 1 MASONRY NOTES T T T DUGOUT MASONRY PLAN 1/8" = 1'-0" DUGOUT MASONRY PLAN 1/8* = 1'-O" NOTE: WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS AND DETAILS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO E M r M co FABRICATION OR INSTALLATION. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON THE PLANS BUT APPLY UNLESS OTHERWISE NOTED. WHERE DISCREPANCIES OCCUR CHERRY TREE SOFI IALL COMPLEX RENOVATIONS BETWEEN THE PLANS, DETAILS, AND THE PROJECT MANUAL, THE GREATER REQUIREMENT SHALL GOVERN. 208032.00.00 G Z' N - .� ] i 111111 E M r M co FABRICATION OR INSTALLATION. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON THE PLANS BUT APPLY UNLESS OTHERWISE NOTED. WHERE DISCREPANCIES OCCUR CHERRY TREE SOFI IALL COMPLEX RENOVATIONS BETWEEN THE PLANS, DETAILS, AND THE PROJECT MANUAL, THE GREATER REQUIREMENT SHALL GOVERN. 208032.00.00