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HomeMy WebLinkAboutS402-TYPICAL-DETAILS-Rev.0(4) 1 9/16" DIA. HOLES FOR (4) 7/8" DIA. ANCHOR RODS (HSS5, HSS6, HSS8, HSS10) (4) 1 15/16" DIA. HOLES FOR (4) 1 1/4" DIA. ANCHOR RODS (HSS12x12 ONLY) 5/16 HSS12x12: 't' = 2" HSS10x10: 't' = 1 1/2" HSS8x8: t' = 1½" HSS6x6: 't' = 1" HSS5x5: 't' = 1" PL 5/16x2½x2½ WASHERS (HSS5, HSS6, HSS8, HSS10) PL 1/2"3x3 WASHERS (HSS12) WELD NUT TO WASHER AND WASHER TO BASE PL AFTER TIGHTENING & INSPECTION BASE PL THICKNESS: 1½"GA = 9"1½"HSS6x6 2" GA. = 12" 2" HSS8x8 1½" GA = 9" 1½" HSS6x62"GA. = 12"2"HSS8x81½"GA = 9"1½" HSS5x5 1½" GA = 9" 1½" 1½" GA = 8" 1½"HSS5x51½" GA = 8" 1½" 2" GA. = 12" 2"HSS12x122" GA. = 16" 2"2" GA. = 16" 2" HSS12x12 HSS10x102" GA. = 14" 2"2" GA. = 14" 2" HSS10x10 CONCRETE PIER OR FOOTING STEEL COLUMN PER PLAN NOTES: HEAVY HEX DOUBLE NUTS w/ PL 5/16" x 2 1/2" x 2 1/2" WASHERS. WELD AFTER ERECTION. HEAVY HEX NUT -TACK WELD TO ROD7/8" DIA. x 1' - 8"2" NON-SHRINK,NON-METALLICGROUTF1554-36 ANCHOR RODS1' - 2"6" THRD.PROJ'N.LOCATION OF ANCHOR RODS MUST NOT VARY MORE THAN 1/8" CENTER-TO-CENTER OF ANY TWO RODS WITHIN AN ANCHOR ROD GROUP. 1. HOLD MAX. DEVIATION OF 1/4", CENTER-TO-CENTER OF ADJACENT ANCHOR ROD GROUPS.2. HOLD ELEVATION OF THE TOP OF THE ANCHOR RODS TO +/-1/2 INCH.3. HOLD MAXIMUM DEVIATION OF 1/4" FROM THE CENTER OF ANY ANCHOR ROD GROUP TO THE ESTABLISHED COLUMN LINE THROUGH THAT GROUP. 4. REFER TO THE AISC CODE OF STANDARD PRACTICE FOR ADDITIONAL INFORMATION.5. TESTING AGENCY TO INSPECT TIGHTENING/TENSIONING OF ALL ANCHOR ROD NUTS IN BRACED FRAMES AND MOMENT FRAMES. WELD NUT & WASHER AFTER INSPECTION. 6. CONCRETE PIER OR FOOTING STEEL COLUMN PER PLAN HEAVY HEX DOUBLE NUTS w/ PL 1/2" x 3" x 3" WASHERS. WELD AFTER ERECTION. HEAVY HEX NUT -TACK WELD TO ROD1¼" DIA. x 2'-7"3" NON-SHRINK,NON-METALLICGROUTF1554-55 ANCHOR RODS1'-11½"7½" THRD.PROJ'N.NOTES: LOCATION OF ANCHOR RODS MUST NOT VARY MORE THAN 1/8" CENTER-TO-CENTER OF ANY TWO RODS WITHIN AN ANCHOR ROD GROUP. 1. HOLD MAX. DEVIATION OF 1/4", CENTER-TO-CENTER OF ADJACENT ANCHOR ROD GROUPS.2. HOLD ELEVATION OF THE TOP OF THE ANCHOR RODS TO +/-1/2 INCH.3. HOLD MAXIMUM DEVIATION OF 1/4" FROM THE CENTER OF ANY ANCHOR ROD GROUP TO THE ESTABLISHED COLUMN LINE THROUGH THAT GROUP. 4. REFER TO THE AISC CODE OF STANDARD PRACTICE FOR ADDITIONAL INFORMATION.5. TESTING AGENCY TO INSPECT TIGHTENING/TENSIONING OF ALL ANCHOR ROD NUTS IN BRACED FRAMES AND MOMENT FRAMES. WELD NUT & WASHER AFTER INSPECTION. 6. SEE PLAN & SECTIONS FOR VERTICAL REINFORCING SIZE & SPACING. LAP BARS 48 DIA. AT SPLICES BLOCK CORES W/ REINF. STEEL TO BE FILLED WITH GROUT THE FULL HEIGHT OF WALL LADDER-TYPE HORIZONTAL JOINT REINF. @ 16" O.C. VERTICALLY (DISCONTINUOUS AT CONTROL JOINTS) CMU SASH BLOCK W/ CRUCIFORM RUBBER OR PVC CONTROL JOINT, SEE SPECIFICATIONS. SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS CONCRETE FOOTING FULLY BED MORTAR JOINTS AT STARTER COURSE OFF FOOTINGS WHERE CELLS ARE NOT GROUTED REDUCE SPA. TO 8" BELOW GRADE & AT PARAPETS PLANVERTICAL WALL REINF. PER PLAN & SECTIONS BOND BEAM REINFORCING TO BE CONTINUOUS THRU CONTROL JOINT (COAT W/ MASTIC FOR BOND BREAK) BOND BEAM REINFORCEMENT SHALL NOT BE LAPPED WITHIN 8'-0" OF CONTROL JOINT. CMU SASH UNITS W/ CRUCIFORM CONTROL JOINT INSERT, SEE SPECS. LADDER-TYPE HORIZONTAL JOINT REINF. 1. NOTE HORIZ. JOINT REINFORCEMENT TO BE DISCONTINUOUS AT CONTROL JOINTS. 2. ELEVATION 1' - 6" 1' - 6" TOP OF FOUNDATION OR PREVIOUS WALL LIFT MATCHING DOWELS 0" MORTAR CROSS WEBS AT REINFORCED CELLS CONTIN. VERTICAL WALL REINF. PER PLANS & DETAILS. USE REBAR POSITIONERS TO MAINTAIN VERTICAL REINF. IN CORRECT LOCATION WITHIN THE WALL. REF. SPECIFICATIONS FILL ALL REINFORCED CELLS SOLID WITH GROUT. DELAY APPROX. 5 MINUTES (TO ALLOW EXCESS WATER TO BE ABSORBED BY THE CMU UNITS) AND THEN CONSOLIDATE BY MECHANICALLY VIBRATING. SEE SPECIFICATIONS FOR ADDNL. REQUIREMENTS. CMU WALL PER ARCH. PLANS & DETAILS NOTE: HORIZ. JOINT REINFORCING NOT SHOWN FOR CLARITY EQ EQ LAY UP, REINFORCE AND GROUT NEXT 4' - 8" LIFT4' - 8" MAX. LIFT HEIGHT 48 BAR DIA. LAP 48 BAR DIA. LAP2"AFTER GROUT IN LOWER LIFT IS SET8" MIN. BRG. 8" MIN. BRG. 2" CL. 5 5/8" 7 5/8" 9 5/8" 11 5/8" (1) #5 (2) #5 (2) #6 (2) #6 2" CL. CMU LINTEL NOTES: 1. FILL SHALL BE 2,500 PSI (MINIMUM) GROUT. 2. PROVIDE 1" BRG. PER FOOT OF SPAN WITH 8" MIN. 3. LINTELS SHALL BEAR ON SOLIDLY GROUTED CMU. 4. THIS SCHEDULE DOES NOT APPLY TO LOAD BEARING WALLS, U.N.O. 5. BOND PATTERN OF LINTEL TO BE RUNNING BOND, U.N.O. 6. BOTTOM OF LINTEL SHALL BE SMOOTH MASONRY WITH NO CORES EXPOSED. CONTRACTOR TO PROVIDE TEMPORARY SHORING UNTIL CMU HAS PROPERLY SET (3 DAY MINIMUM). 7. 8. PRECAST LINTELS MAY NOT BE SUBSTITUTED FOR BOND BEAM LINTELS. 9. PROVIDE THIS DETAIL FOR OPENINGS UP TO 7'-11" U.N.O. 1 1/2" CL. 2" CL. 16" BEARING CMU LINTEL NOTES: 1. FILL SHALL BE 2,500 PSI (MINIMUM) GROUT. 2. ALL REBARS ARE HOOKED AT THE ENDS. 3. REFER TO SPECS. FOR TYPE OF CMU. 4. LINTELS SHALL BEAR ON SOLIDLY GROUTED CMU. 5. THIS SCHEDULE DOES NOT APPLY TO LOAD BEARING WALLS, U.N.O. 6. BOND PATTERN OF LINTEL TO BE RUNNING BOND, U.N.O. 7. BOTTOM OF LINTEL SHALL BE SMOOTH MASONRY WITH NO CORES EXPOSED. CONTRACTOR TO PROVIDE TEMPORARY SHORING UNTIL CMU HAS PROPERLY SET (3 DAY MINIMUM). 5 5/8" 7 5/8" 9 5/8" 11 5/8" (1) #6 TOP & BOT. 2" CL. (2) #5 TOP & BOT. (2) #7 TOP & BOT. (2) #8 TOP & BOT. #3 STIRRUPS @ 8" ON CENTER 1 1/2" CL. 16" BEARINGLINTEL SPAN -PER ARCH. PLAN 8. PROVIDE THIS DETAIL FOR OPENINGS BETWEEN 8'-0" & 12'-8" U.N.O. FOR OPENINGS OVER 12'-8" TO 20'-4", INCREASE GROUTED LINTEL DEPTH FROM 16" TO 24". 9. JAMB BAR-FULL HT. BOND BEAM LINTEL PER PLAN & SCHEDULE OFFSET & LAP JAMB BAR 48 DIA. AT CONTROL JT. 2 LAYERS OF FLASHING AT BEARING CMU CONTROL JOINT-SEE ARCH. DWGS. FOR LOC'N. COAT THIS PORTION OF BARS w/ GREASE TO PREVENT BOND 8" MIN. BEARING MASONRY OPENING PER ARCH. PLANS NOT AT CONTROL JOINT AT CONTROL JOINT BEARING MASONRY OPENING PER ARCH. PLANS 8" MIN. VERTICAL REINF. CONTIN. THRU BOND BEAM CORES FILLED SOLID WITH GROUT SEE SCHED. OPEN CORE CMU BOND BEAM W/ WEB KNOCKOUTS OR CUT FROM STANDARD UNITS 3 1/2" NOTE: USE OPEN CORE BOND BEAMS, TYPICAL EXCEPT FOR LINTELS & OTHER CONDITIONS WHERE BOTTOM OF UNITS WILL BE EXPOSED SCHEDULE REINF.SIZE 6" 8" 10" 12" (1) #5 (2) #5 (2) #6 (2) #6 VERTICAL REINF. CONTIN. THRU BOND BEAM CORES FILLED SOLID WITH GROUT SEE SCHED. CMU BOND BEAM UNITS 2" CORNER BARS TO MATCH NO. & SIZE OF CONTIN. BOND BEAM REINFORCING CMU BOND BEAM - THICKNESS VARIES CONTINUOUS REINFORCING CONTINUOUS REINFORCING PROVIDE PRE-FABRICATED "L's" AND "T's" AT CORNERS OF HORIZONTAL JOINT REINF. CORNER BARS TO MATCH NO. & SIZE OF CONTIN. BOND BEAM REINFORCING CMU BOND BEAM - THICKNESS VARIES AT "VERTICAL" BRICK AT "OFFSET" BRICK EXPANSION JOINT EXPANSION JOINT 2 LAYERS OF FLASHING AT BEARING CLEAR OPENING PER ARCH. PLANS 8" MIN. BEARING "OFFSET" BRICK EXPANSION JOINT -SEE ARCH. DWGS. FOR LOCATION 2 LAYERS OF FLASHING AT BEARING, BOTH ABOVE & BELOW BEARING CLEAR OPENING PER ARCH. PLANS 8" MIN. BEARING "VERTICAL" BRICK EXPANSION JOINT -SEE ARCH. DWGS. FOR LOCATION NOTE: LIMESTONE LINTELS ARE SIMILAR. JAMB OF OPENING BEYOND T/SLAB PER PLAN CONCRETE SLAB ON GRADE PER PLAN 1' - 4"PIT/BASE REINFORCING #5 @ 12" O.C. EACH WAY TOP & BOTTOM 90° STD. HOOK 8" 8" FORMED KEYWAY FOR PIT DIMENSIONS (V'FY. w/ ELEV. SUPPLIER) REF. ARCH. DWGS. #4 x 24" @ 16" O.C. 24"8"DETAIL AT DOOR SILL: ELEVATOR DOOR SILL SUPPORT ANGLE TO BE COORDINATED w/ ELEV. SUPPLIER. CONNECT TO CONCRETE w/ EXPANSION ANCHORS. ALTERNATE: PROVIDE EMBED PL 3/8 x 6 x 1'-0 w/ (2) 1/2" DIA. x 6" HEADED ANCHOR STUDS FOR FIELD WELDING OF SILL SUPPORT ANGLE. NOTE: PROVIDE RECESS ON INSIDE FACE OF PIT WALL AS REQ'D TO ACCOM. ACCESS LADDER. COORD. RECESS & LADDER SIZE & LOC'N. w/ ARCH. DWGS. & ELEV. SUPPLIER 4'-0" ELEVATOR PITVERIFY w/ ELEVATOR SUPPLIERCOLD-JOINT WATERSTOP 8" CIP CONCRETE WALL w/ #5 @ 12" OC EW 1 1 2 1 2 MIN. 8" 18" x 18" SUMP MIN. 8" GALV. GRATING w/ 3/4" x 3/16" BEARING BARS @ 1 3/16" O.C. & CROSS BARS @ 4" O.C. 2" W. x 3/4" H. x CONT. FORMED LEDGE FOR SUPPORT OF GRATING PLACE 1/2 OF INTERRUPTED REINF. EA. SIDE OF PIT COORD. LOCATION OF SUMP w/ ELEVATOR SUPPLIER (3) #4 EACH WAY x 16" 24" 14"16" 1'-0" 1'-6"10"1' - 6"(2) #4 CONTIN. 1/2" EXPANSION JOINT MATERIAL 1" TYP #3 NOSING BAR (TYP)5" MIN.SLAB ON GRADE PER PLAN WELDED WIRE FABRIC REFER TO ARCH. DWGS. FOR TREAD & RISER GEOMETRY DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2018 CSO Architects, Inc. All Rights ReservedPARISH LIFE CENTER PROJECTOUR LADY OF MT. CARMEL14598 OAK RIDGE RD, CARMEL, IN 4603209/17/21 JRO MDL 19038 S402 TYPICAL DETAILSCATHOLIC CHURCH1 1/2" = 1'-0" 1 TYP HSS COLUMN BASE PLATES 1 1/2" = 1'-0"2 7/8" DIA. ANCHOR ROD DETAIL 1 1/2" = 1'-0"3 1¼" DIA. ANCHOR ROD DETAIL 3/4" = 1'-0"4 REINFORCED MASONRY DETAIL 3/4" = 1'-0"5 CMU CONTROL JOINT DETAIL 3/4" = 1'-0"6 LOW-LIFT WALL CONSTRUCTION 3/4" = 1'-0"7 TYPICAL CMU LINTEL DETAILS 3/4" = 1'-0"8 LONG CMU LINTEL DETAILS 3/4" = 1'-0"9 BOND BEAM LINTEL BEARING DETAILS 3/4" = 1'-0"10 CMU BOND BEAM DETAILS 3/4" = 1'-0"11 BOND BEAM INTERSECTION DETAILS 3/4" = 1'-0" 12 LINTEL BEARING DETAILS 3/4" = 1'-0"13 ELEVATOR PIT DETAIL AT DOOR 3/4" = 1'-0" 14 ELEVATOR SUMP PIT DETAIL NOTE ALL INFORMATION ON THIS DRAWING IS PROVIDED FOR BIDDING OF ALL STRUCTURAL ELEMENTS EXCEPT STRUCTURAL STEEL AND METAL DECK. ANY INFORMATION SHOWN RELATING TO CONSTRUCTION NOT RELATED TO THIS PACKAGE (I.E. STRUCTURAL STEEL AND METAL DECK) IS SHOWN FOR CONTEXT ONLY AND HAS BEEN COVERED IN A PREVIOUS DRAWING RELEASE. 3/4" = 1'-0"15 CONCRETE STAIR ON GRADE 1 OWNER COMMENTS 09/23/2021 12/13/21