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HomeMy WebLinkAboutS123aMECH. B384 STAIR B3 B382 CORRIDOR B339 LOBBY B365 STORAGE B367 SEE S200 FOR BRIDGE FRAMING 18" F.T. @ 24" O.C. 18" F.T. @ 24" O.C. 18" F.T. @ 24" O.C. 18" F.T. @ 24" O.C. 18" F.T. @ 24" O.C. 18" F.T. @ 24" O.C. 18" F.T. @ 24" O.C. 18" F.T. @ 24" O.C. 18" F.T. @ 24" O.C. 18" F.T. @ 24" O.C. 18" F.T. @ 24" O.C. 18" F.T. @ 24" O.C. 18" F.T. @ 24" O.C. 18" F.T. @ 24" O.C. 18" F.T. @ 24" O.C. 18" F.T. @ 24" O.C. 18" F.T. @ 24" O.C. 18" F.T. @ 24" O.C. 18" F.T. @ 24" O.C. 18" F.T. @ 24" O.C.18" F.T. @ 24" O.C. 18" F.T. @ 24" O.C. 18" F.T. @ 24" O.C. SEE S200 FOR BRIDGE FRAMING SW -1SW -1SW -1SW -1SW -1SW -1SW -1SW -1SW -1SW -1SW -1SW -1 SW -1SW -2 SW -2 SW -2 SW -2 SW -2 SW -2 SW -2SW -1SW -1 18" F.T. @24" O.C.18" F.T. @24" O.C.18" F.T. @24" O.C.18" F.T. @24" O.C.18" F.T. @24" O.C.18" F.T. @24" O.C.18" F.T. @24" O.C.18" F.T. @24" O.C.18" F.T. @24" O.C.18" F.T. @24" O.C.18" F.T. @ 24" O.C. 18" F.T. @ 24" O.C. 18" F.T. @ 24" O.C. 18" F.T. @ 24" O.C. H-11 2X6 STUDS @16" O/C6 S551 6 S551 6 S551 6 S551 6 S5516 S551 6 S551 6 S551 6 S551 6 S551 6 S551 15 S551 15 S551 6 S551 3 S553 3 S553 3 S553 3 S553 3 S553 3 S553 3 S553 3 S5533 S553 5 S551 5 S551 5 S551 5 S551 5 S551 5 S551 18 S551 4 S551 5 S551 5 S551 5 S551 5 S5515 S551 11 S551 12 S551 12 S551 13 S551 13 S551 13 S551 13 S551 14 S551 14 S551 14 S551 12 S552 12 S552 12 S552 18 S551 WOOD FLOOR FRAMING PLAN NOTES 1. REF. S000-SERIES SHEETS FOR STRUCTURAL NOTES, DESIGN DATA AND SCHEDULES. 2. REFERENCE THE ARCH. PLANS FOR LAYOUT OF ALL WALLS, OPENINGS, WALL TYPES, ETC. VERIFY ALL DIMENSIONS PRIOR TO DESIGN OF WALL PANELS & IMMEDIATELY NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. COORDINATE DRAFTSTOP REQUIREMENTS WITH ARCH. DWGS. 3. SUBFLOOR SHALL BE 3/4" NOMINAL (23/32" ACTUAL) APA-RATED WITH TONGUE & GROOVE EDGES BOTH GLUED & NAILED TO FLOOR MEMBERS w/ 1 1/2" LIGHT-WEIGHT CONCRETE TOPPING SLAB. 4. FLOOR SHEATHING DOES NOT REQUIRE BLOCKING. SEE S601 FOR DIAPHRAGM NAILING SCHEDULE. 5. INTERIOR NON-STRUCTURAL WALLS ARE NOT REPRESENTED ON THIS PLAN. SEE ARCHITECTURAL DRAWINGS. NON-STRUCTURAL WALLS NOT SHOWN ON THIS PLAN MAY NOT BE USED AS BEARING WALLS UNDER ANY CIRCUMSTANCE. 6. REFER TO THE STRUCTURAL WALL PLANS FOR STUD SIZE & SPACING, SHEAR WALL REQUIREMENTS, AND HEADER INFORMATION. 7. ALL REQUIRED FLOOR OPENINGS MAY OR MAY NOT BE SHOWN. COORDINATE WITH ARCHITECTURAL AND M/E/P DRAWINGS & CONTRACTORS. 8. AT BEARING OF ALL GIRDER TRUSSES (IF APPLICABLE), TRUSS MANUFACTURER SHALL PROVIDE THE WALL PANEL MANUFACTURER THE LOADS/REACTIONS OF ALL GIRDER TRUSSES. THE WALL PANEL MANUFACTURER SHALL INSTALL SUFFICIENT COLUMNS/STUDS TO SUPPORT ALL SUCH LOADS FROM THE GIRDER TRUSS BEARING DOWN TO A BEAM OR SLAB/FOUNDATION BELOW. THE CONTRACTOR SHALL ENSURE THE PRESENCE OF SUCH COLUMNS/STUDS. SIMILARLY, WHERE WALLS ARE FIELD-FRAMED, THE FRAMING CONTRACTOR SHALL INSTALL THE COLUMNS/STUDS FOR SUPPORT OF GIRDER TRUSSES. AS A MINIMUM THE NUMBER OF JACK STUDS SHOWN SHALL BE USED OR IF NOT SHOWN USE ONE STUD MORE THAN THE NUMBER OF GIRDER PLIES. 9. ALL FLOOR TRUSSES SHALL BE SINGLE PLY, SINGLE CHORD, & 24" o/c U.N.O. THE TRUSS SUPPLIER SHALL NOT USE MULTIPLE PLIES, MULTIPLE CHORDS, OR A TRUSS SPACING OTHER THAN THOSE SHOWN UNLESS THE TRUSS SUPPLIER COORDINATES WITH, AND RECEIVES THE APPROVAL OF THE MECHANICAL, ELECTRICAL, AND PLUMBING CONTRACTORS. 10. ALL FLOOR TRUSSES THAT CAN BE, SHALL BE SYMMETRICAL. CENTER CHASES NOT FOR THE PASSAGE OF BALCONY CANTILEVER BEAMS NEED NOT BE SYMMETRICAL. 11. THE USE OF A FLOOR TRUSS TOP CHORD STANDARD PANEL LENGTH OF LESS THAN THE INDUSTRY TYPICAL 30" SHALL NOT BE ALLOWED UNLESS THE TRUSS SUPPLIER COORDINATES WITH, AND RECEIVES THE APPROVAL OF THE MECHANICAL, ELECTRICAL, AND PLUMBING CONTRACTORS. 12. TO THE EXTENT POSSIBLE, GIRDER FLOOR TRUSSES SHALL HAVE MATCHING WEBS WITH THE ADJACENT FLOOR TRUSSES ALLOWING FOR EASE IN MEP INSTALLATION. 13. ALTHOUGH THE ROOF AND FLOOR DIAPHRAGMS DO NOT REQUIRE BLOCKING, ANY CHANGES IN FRAMING DIRECTION OR CONTINUOUS CUTS IN THE SHEATHING (SUCH AS AT ROOF VALLEY LINES) MUST BE BLOCKED WITH THE SHEATHING EDGES FASTENED TO THE SAME MEMBER/BLOCKING USING EDGE NAILING. 14. THE TRUSS SUPPLIER MUST COORDINATE WITH M.E.P. AND SPRINKLER CONTRACTORS IN REGARD TO THE LOCATION AND WEIGHT OF ALL WATER SUPPLY MAINS AND SPRINKLER MAINS. THE TRUSSES WILL BE DESIGNED TO SUPPORT THE WEIGHT OF THESE POINT LOADS IN ADDITION TO OTHER LOADS AS SPECIFIED ON THESE PLANS. THE SPACING OF SUPPORTS FOR THESE LINES WILL BE AN IMPORTANT CONSIDERATION IN THE DESIGN OF THE TRUSSES FOR THE MAIN SUPPORT. SEE THE "SUPPLY MAIN SUPPORT DETAIL". C/S SW-X DENOTES OSB SHEATHED SHEAR WALLS. REFERENCE "SHEAR WALL SCHEDULE" ON SHEET S003. DENOTES LOCATION OF SHEAR WALL CHORD STUDS AT THE END OF THE SHEAR WALL & THE LOCATION OF THE HOLDOWN OR STRAP HARDWARE ON THOSE CHORD STUDS. REFERENCE "SHEAR WALL SCHEDULE" ON SHEET S003. DENOTES WOOD WALL OPENING HEADER. REFERENCE "HEADER SCHEDULE" ON SHEET S003. SEE S206.E, S206A.W, AND S206B.W FOR ALL HEADERS NOT LABELED ON PLAN. DENOTES WOOD ROOF TRUSS DENOTES WOOD BEAM 6 -(2) 8/12/16/16 STUD SPACING ON 1ST/2ND/3RD/4TH WOOD LEVELS REF. S206.E, S206A.W, AND S206B.W FOR STUD SPACING PLAN. DOUBLE STUDS AT INDICATED SPACING WALL STUD SIZE H-X LEGEND: 50 South B.B. King Blvd. Suite 600 Memphis, TN 38103 901.521.1440 Drawing Name: Client: Drawn By: Checked By: Project Name: Seal Issued / RevisedDate # Issues and Revisions ©2020 LRK Inc. Drawings, written material, and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent of LRK Inc. Do not scale drawings. Use given dimensions only. If not shown, verify correct dimensions with the Architect. Contractor shall check and verify all dimensions and conditions at job site. LHB Project Number: 20097 8/20/2021 12:07:59 PM C:\Users\plock.LHB\Documents\18066-Corner Carmel-Structural_Central-19_plock.rvt LRK Project Number: 01.18066.00 S123a PARTIAL FOURTH FOOR PLANS -BUILDING B The Corner Carmel, IN SAC PRL 116th Street & Rangeline Carmel, INThe Corner Carmel, IN •01.18066.0030 South Meridian Street, Suite 1100 Indianapolis, IN 46204 1/8" = 1'-0" 1 FOURTH FLOOR FRAMING PLAN -BUILDING B -NORTH 06.16.21 Permit Set A 07.15.21 Addendum A B 08.20.21 IFC Set 11/01/21