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HomeMy WebLinkAboutS602-FRAMING-SECTIONS-Rev.0ee2H.5 SHORE EX W12x40 AND RESUPPORT FROM NEW W14x22 CONNECT NEW W14x22 TO EXISTING TS8x8x3/8 COLUMN (FIELD V'FY) 4' - 4 1/4" EX PRECAST FLOOR TO REMAIN EX TS8x8 COLUMN TO REMAIN NEW STEEL BEAMS PER PLAN SLAB EDGE PER S403 TYPICAL DETAIL CONCRETE SLAB ON DECK PER PLAN T/SLAB EL +8'-4 1/4" (FIELD V'FY TO MATCH EX.) 102.5 STEEL COLUMN PER PLAN 9 1' - 4 1/2" 11" SLAB EDGE SIM TO S403 TYPICAL DETAIL 1/4" STIFFENER @ 48" O.C. STEEL BEAM PER PLAN CONCRETE SLAB ON DECK PER PLAN HANDRAIL PER ARCH'L T/SLAB EL PER PLAN D 5 3/4" CONCRETE SLAB ON METAL DECK PER PLAN STEEL BEAMS PER PLAN 8" CMU ELEVATOR SHAFT WALL w/ #5 @ 32" O.C. GROUT CMU SOLID AT STEEL MOUNTING PLATE 1/2"x12"x1'-10" STEEL PLATE w/ (6) 5/8" SIMPSON TITEN-HD ANCHORS INTO FULLY GROUTED CMU 5" 1 1' - 9" T/STL EL PER PLAN CONT L4x4x1/4 BEAM-TO-BEAM MOMENT CONNECTION PER S403 TYPICAL DETAIL STEEL BEAMS PER PLAN SOFFIT & FASCIA PER ARCH'L ROOF DECK PER PLAN A 2' - 7" CONT L5x5x3/8 T/STL EL VARIES ROOF DECK PER PLAN L3x3x1/4 @ 48" O.C. STEEL BEAMS PER PLAN CLADDING PER ARCH'L L4x4x1/4 @ 48" O.C. EXISTING PRECAST FLOOR TO REMAIN NEW BEAM PER PLAN SHORE EXISTING CONSTRUCTION AS R'QD T/STL EL PER PLAN V'FY w/ ARCH'L & MEP CONT 3/8"x1'-2" BOTTOM PLATE LOUVER OP'NG PER MEP FINISH GRADE SEE SITE/CIVIL EXISTING PRECAST FLOOR TO REMAIN NEW BEAM PER PLAN SHORE EXISTING CONSTRUCTION AS R'QD T/STL EL PER PLAN V'FY w/ ARCH'L & MEP CONT 3/8"x1'-2" BOTTOM PLATE LOUVER OP'NG PER MEP FINISH GRADE SEE SITE/CIVIL HSS4x4x1/4 POST w/ 1/2"x5"x10" BASE PLATE. ANCHOR TO EXISTING CONCRETE USING (2) 1/2" SIMPSON TITEN-HD ANCHORS B 5"T/STL EL PER PLAN ROOF DECK PER PLAN L5x5x3/8 ALL FOUR SIDES OF TUBE COLUMN FOR BRICK SUPPORT CONT L4x4x1/4 L3x3x1/4 VENEER PER ARCH'L WALL CONSTRUCTION, VENEER, & FASCIA PER ARCH'L TUBE COLUMN PER PLAN STEEL BEAMS PER PLAN HSS8x4x3/8 ARCH'L COORD. w/ B 1' - 9" CONT L4x4x1/4 ROOF DECK PER PLAN STEEL BEAMS PER PLAN L3x3x1/4 EJ W21X44 +23' -6" W16X40 +16' -0"HSS5X5X5/16HSS5X5X5/1645.00°45.00°26' - 5" 102 EXISTING SANCTUARY FLOOR STRUCTURE TO REMAIN EXISTING CONCRETE BASEMENT WALL TO REMAIN T/STL EL PER PLAN REMOVE EXISTING BASEMENT WALL AFTER INSTALLATION OF NEW CHANNELS 1" DIA. THROUGH-BOLTS @ 12" O.C ALONG LENGTH OF OPENINGS. 2' - 6" DETAIL AT ENDS OF OPENINGS 2" 4" 4" 4" 4" 4" 8"7"FACE OF NEW OPENING (6) 1" DIA THROUGH-BOLTS STEEL CHANNELS PER PLAN 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 S602 FRAMING SECTIONSCATHOLIC CHURCH3/4" = 1'-0"1 FRAMING SECTION 3/4" = 1'-0"2 FRAMING SECTION 3/4" = 1'-0"3 FRAMING SECTION 3/4" = 1'-0" 4 FRAMING SECTION 3/4" = 1'-0" 5 FRAMING SECTION 3/4" = 1'-0" 7 FRAMING SECTION 3/4" = 1'-0"8 FRAMING SECTION 3/4" = 1'-0"6 FRAMING SECTION 3/4" = 1'-0"9 FRAMING SECTION 1/4" = 1'-0"A FRAMING ELEVATION 3/4" = 1'-0"10 FRAMING SECTION 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. 12/13/21