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HomeMy WebLinkAboutS201-FLOOR-FRAMING-PLANS-Rev.0B B A A C C E E J J K K N N 1 1 2.1 2.1 5 5 7 7 8 8 AB 10 10 4 S501AA 6 6 4 4 9 9 D D 5.1 5.1 G G 6 S501 M M L L 2 2 H H A.0 W16X26 (14) W21X44 (52) W16X26 (14) W16X26 (14) W16X26 (12) W16X26 (12) W16X26 (12) W16X26 (14) W16X26 (14) W18X35 (24) W24X68 (47) W18X35 (14) W14X22 (8) W14X22 (8) W12X19 (6)W12X19 (8)W12X19 (8)W12X19 (8)W12X19 (8)W12X19 (8)W12X19 (8)W12X19 (8)W12X19 (8)W12X19 (8)W12X19 (8)W12X19 (8)W14X22 (10) W14X22 (10)W14X22 (10)W14X22 (10)W14X22 (10)W12X19 (8)W12X19 (8)W14X22 (10)W14X22 (10)W14X22 (10)W14X22 (10)W14X22 (10)W14X22 (10)W14X22 (10)W14X22 (10)W12X19 (14) W12X19 (14) W18X35 (30)W12X19 (14) W12X19 (14) W12X19 (14)W14X22 (10)W12X19 (14) W12X19 (14) W12X19 (14) W12X19 (14)W12X19 (14)W12X19 (14) W12X19 (14) W12X19 (8) W12X19 (8) W14X22 (16)W14X22 (16)W12X19 (8) W12X19 (8) W12X19 (8) W12X19 (8)W12X19 (8)W12X14 (0)3 S501 7 S501 12' - 8" 11' - 2" 6' - 4" 10' - 2" 9' - 11" 5' - 10" 1' - 6" 11' - 0" 3' - 10" F T/SLAB EL +0'-0" 16' - 11" 6.8 9.5 5 S501 1 S502 W18X50 (30) W14X22 W14X22W14X22 W14X22 W12X14 14' - 10" 17' - 4 1/8" 18' - 7"9 1/2" 14' - 8" 10' - 8" 1' - 8" 16' - 2" 26' - 0" 4" CONC. S.O.G. T/SLAB EL +0'-0"7' - 6"1 S501 2 S501 8 S501 9 S501 3 S502 3 S502 5 S502 4 S502 3' - 1 3/4"10' - 10 7/8" 11 7/8" 5' - 2" 11' - 6"6"HSS6X6X3/8 STUB COLUMN ABOVE W18X50 W14X22W18X50W12X19 (14) 8 S502 A.1 A.1 14 S502 3' - 6"5' - 10 1/4" 5' - 10 1/4" 6' - 0 3/8" 6' - 0 3/8" 6' - 0 3/8" 5' - 8 7/8" 6' - 3 7/8" 6' - 8 1/2" 6' - 8 1/4" 6' - 8 1/4" 6' - 3 3/4" 6' - 3 3/4" 5' - 0" 5' - 3 5/8" 5' - 7 1/2" 5' - 6" 5' - 6" 5' - 6" 4' - 11" 5' - 0" 5' - 10" 1' - 0" S.E. 4 3/8"S.E.6 1/2"6' - 4" 5' - 0" 5' - 0" 4 S503 5 S503 5 S503 10" W12X26 (10) 6 S503 7 S503 1 FRAMING PLAN NOTES COORDINATE EXACT SIZE & LOCATION OF ANY MECHANICAL OPENINGS IN FLOOR SLAB, ROOF DECK, OR WALLS WITH THE MEP CONTRACTOR(S). LOCATION & SIZE OF ALL DUCT OPENINGS, GRILLES, ETC. SHALL BE VERIFIED PRIOR TO CONSTRUCTION. 7. ALL ELEVATIONS SHOWN ON PLAN INDICATE TOP OF STEEL BEAM UNLESS NOTED OTHERWISE. 8. PROVIDE FRAMES AT ALL ROOF DRAINS, ROOF HATCHES & OTHER ROOF OPENINGS PER TYPICAL DETAILS ON S404. COORD. EXACT NUMBER, LOCATIONS & DIMENSIONS WITH THE APPROPRIATE CONTRACTORS & THE ARCH. & MEP DWGS. 10. PLAN LEGEND: F.F. DENOTES FIN. FLOOR T/'X' DENOTES TOP OF STEEL, SLAB, ETC. B/'X' DENOTES BOTTOM OF LINTEL, ETC. SE DENOTES SLAB EDGE DIMENSION MEASURED FROM BEAM OR COLUMN CENTERLINE DE DENOTES DECK EDGE ANGLE DIMENSION MEASURED FROM BEAM OR COLUMN CENTERLINE EX DENOTES EXISTING CONSTRUCTION F DENOTES 2", 20 GA. GALVANIZED COMPOSITE DECK w/ 3" NW CONC SLAB w/ 6x6-W1.4xW1.4 WWF, TOTAL 't' = 5". REF. DETAIL 1/S404. DENOTES BEAM-TO-COLUMN MOMENT CONNECTION. REF. DETAILS ON S405. DENOTES APPROX. LOCATION OF OPENING IN DECK/SLAB. REF. DETAILS ON S404 FOR TYPICAL OPENING FRAMES. 13. R DENOTES 1½", 20 GA. GALVANIZED & PRIME-PAINTED WIDE RIB STEEL ROOF DECK. REF. DETAIL 2/S404. WIDE-FLANGE BEAM & GIRDER NOTATION:14. BEAM REACTIONS SHOWN IN KIPS TO BE USED FOR DESIGN OF SHEAR CONNECTION BY STEEL FABRICATOR'S SSE (ALLOWABLE STRESS DESIGN / LOADS UNFACTORED). REF. THE STEEL CONNECTION NOTES ON S001 FOR DESIGN OF CONNECTIONS AT BEAMS & GIRDERS WITH NO REACTION SHOWN. THE MIN. SHEAR CONNECTION DESIGN LOAD SHALL BE 15 KIPS. PROVIDE CHANNEL FRAMES AT ALL SUPPORTED SLAB OPENINGS PER TYPICAL DETAIL 7/S404. COORDINATE EXACT NUMBER, LOCATIONS & DIMENSIONS WITH THE APPROPRIATE CONTRACTORS & THE ARCH. & MEP DRAWINGS. 9. FOR ESTIMATING AND BIDDING PURPOSES ONLY, ASSUME AN ADDITIONAL 1/2" THICKNESS OF CONCRETE WILL BE NECESSARY FOR ALL ELEVATED SLABS ON METAL DECK. THE INTENT OF THIS REQUIREMENT IS TO ACCOUNT FOR ANTICIPATED DEAD LOAD DEFLECTIONS IN THE SUPPORTING STRUCTURE. THE FINISHED SLAB SHALL MEET THE FLATNESS REQUIREMENTS DEFINED IN THE SPECIFICATION. 11. TYPICAL COMPOSITE BEAM DIAGRAM W16x31 (16) R = 24k NO. OF ¾" DIA. x 4 1/2" LONG SHEAR CONNECTOR STUDS SPACED UNIFORMLY ALONG FULL LENGTH OF BEAM STEEL BEAM SIZE DENOTES BEAM REACTION IN KIPS (SEE NOTES ABOVE) REF. S001 & S002 FOR STRUCTURAL NOTES, DESIGN DATA, SCHEDULES & LEGENDS.1. REF. THE S400 SERIES FOR TYPICAL FRAMING AND MASONRY DETAILS.2. ALL CONTRACTORS ARE REQUIRED TO COORDINATE THEIR WORK WITH ALL DISCIPLINES TO AVOID CONFLICTS. THE MECHANICAL, ELECTRICAL, AND PLUMBING ASPECTS ARE NOT IN THE SCOPE OF THESE DRAWINGS. THEREFORE, ALL REQUIRED MATERIALS AND WORK MAY NOT BE INDICATED. 3. ALL ELEVATIONS ARE REFERENCED FROM THE OFFICE ADDITION FLOOR FIN. FLOOR ELEVATION +0'-0" (U.S.G.S. 885.14). VERIFY ELEVATION WITH CIVIL DWGS. 4. REF. ARCH. DRAWINGS. FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND IMMEDIATELY NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 6. ALL WALLS SHALL BE LAID OUT FROM THE ARCHITECTURAL DRAWINGS.5. DENOTES BEAM-THRU-BEAM MOMENT CONNECTION. REF. DETAILS ON S404. DENOTES BRACED FRAME OR KICKER LOCATION ALL EXISTING CONSTRUCTION SHOWN IN PLAN AND/OR SECTION WAS DERIVED FROM EXISTING DWGS. AND SHALL BE FIELD VERIFIED. IF ANY DISCREPANCIES ARE DISCOVERED BETWEEN INFORMATION SHOWN ON THE DRAWINGS AND ACTUAL CONDITIONS, IMMEDIATELY CONTACT THE ARCHITECT/ENGINEER FOR DIRECTION BEFORE PROCEEDING. 12. C C E J K 7 8 AB 102 14 18 19 12 15 17 4 S501 101 11 13 16 103 103 9 D D F eB eC e1 e3e5 W16X31 +7'-11 1/4" W18X35 +7'-11 1/4" W14X22 +7'-11 1/4" W14X2 2+7'-11 1/4"W14X22 +7'-11 1/4"W14X22W14X22W12X14W12X14W12X14W12X14W16X31W12X14W16X31 F 5 S501 7 S502 ee3ee2 W14X30 W14X22W14X22W14X22EX. W12X50 EX. W12X40T/SLAB EL +8'-4 1/4" (MATCH EX. F.F.) F T/SLAB EL +8'-4 1/4" (MATCH EX. F.F.) 9 S501 6 S502 13 S502 SHORE EXISTING PRECAST, REMOVE WITHIN FOOTPRINT OF NEW CONSTRUCTION. RESUPPORT ON NEW CIP CONCRETE WALLS 102.5 102.5 2 S602 S.E. 5"S.E.1' - 4 1/2"S.E. 6"S.E.9 1/2"S.E.11 3/8"S.E. 11" 24 S601 1 S602 W14X22 7' - 8 1/2"3 S602 8' - 5"3' - 10 3/8"6' - 7 7/8" 6' - 7 7/8" 6' - 7 7/8" 11' - 2" 26' - 5" 5' - 10" 5' - 7"8' - 5"8' - 4" 10 S602C12X30 +4' -1 0 1/4"C12X30 +4' -1 0 1/4"12' - 8" S.E. 1' - 8" 6' - 4" AESS COLUMN ABOVE ELEVATION +8'-4 1/4" AESS COLUMN ABOVE ELEVATION +8'-4 1/4" 7 S602 8 S602 8 ' - 0"8 ' - 0" 11' - 0" W8X31 +7' -0 1/4" W8X31 +7' - 0 1/4"HSS4X4X1/4 POSTEX 10" PRECAST + 3" C O NC TOPP ING T/SLAB EL +8 '-4 1/4"EX 10" PRECAST + 3" CONC TOPPING T/SLAB EL +8'-4 1/4"EX W14x53EX W10x33 NOTE COORDINATE NEW WALL OPENING WIDTHS, LOC'NS, & ELEVATIONS w/ MEP & ARCH'L NOTCH CUTOUTS INTO EX CONCRETE WALL AS R'QD TO PROVIDE 8" MIN BEAM BEARING (TYP) 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 S201 FLOOR FRAMING PLANSCATHOLIC CHURCH1/8" = 1'-0"1 OFFICE FLOOR FRAMING PLAN 1/8" = 1'-0"2 EX SANCTUARY FLOOR FRAMING PLAN 1/8" = 1'-0"3 EX MECHANICAL ROOM FRAMING PLAN 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. 1 OWNER COMMENTS 09/23/2021 12/13/21