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HomeMy WebLinkAboutS553MULTIPLE STUDS BELOW BEAM BEARING -SEE FRAMING PLAN MULTIPLE STUDS WITH SIMILAR BEAM ABOVE PROVIDE SOLID BLOCKING BENEATH BEAM BEARING CANTILEVERED BALCONY BEAM PER PLAN ADDITIONAL BLOCKING SHEATHING ETC. WILL BE REQUIRED IN THE FLOOR SYSTEM PER OTHER DETAILS. BLOCK SOLID ON ALL SIDES OF BEAM AT WALL MULTIPLE STUDS BELOW BEAM BEARING -SEE FRAMING PLAN MULTIPLE STUDS WITH SIMILAR BEAM ABOVE TYPICAL BEAM POCKET FRAMING. CANTILEVERED BALCONY BEAM PER PLAN BLOCK SOLID ON ALL SIDES OF BEAM AT WALL WITH TRUSS ENDS WITH TALL WALL JACK STUDS AS REQ'D. MULTIPLE STUDS WITH SIMILAR BEAM ABOVE HEADER WILL GENERALLY BE SPECIFIED TO BE AT THE TOP OF THE WALL. DROP HEADER BELOW CANTILEVER BEAM. CANTILEVERED BALCONY BEAM PER PLAN OR DETAIL BLOCK SOLID ON ALL SIDES OF BEAM AT WALL WITH TALL WALL AT HEADER HEADER PER SCHEDULE & PLAN WHERE BEAM OVERLAPS WITH THE END OF THE HEADER, ADD REQ'D. KING STUDS BEYOND THE EDGE OF THE BEAM. WHERE BEAM IS FULLY OVER THE HEDER NO MODIFICATION TO THE JACK AND KING STUD CONFIGURATION IS NEEDED. CANTILEVERED BALCONY BEAM PER PLAN FASTEN BEAM TO TRUSS VERICAL MEMBERS WITH (4) 0.131" X 3" NAILS EACH SIDE PROVIDE POCKET IN TRUSS FOR CANTILEVERED BEAM BACK SPAN -IF POCKET IS OVERSIZED FOR ADDED FLEXIBILITY SHIM SOLID BETWEEN SIDES OF BEAM AND BEAM POCKET. FASTEN SHIMS TO BEAM AND TRUSS WEBS TO SHIMS AS SHOWN. FASTEN BEAM TO A DOUBLE VERTICAL 4X2 TRUSS MEMBER WITH (2) SIMPSON 6" X 1/4" SDS SCREWS. LOCATE SCREWS SO AS NOT TO SPLIT THE WOOD. SCREWS MUST PENETRATE A MIN. OF 2.5" INTO TRUSS VERTICALS. CANTILEVERED BALCONY BEAM PER PLAN MIN. (2) 4X2 VERTICALS FASTEN BEAM TO A DOUBLE VERTICAL 4X2 TRUSS MEMBER WITH (2) SIMPSON 6" X 1/4" SDS SCREWS. LOCATE SCREWS SO AS NOT TO SPLIT THE WOOD. SCREWS MUST PENETRATE A MIN. OF 2.5" INTO TRUSS VERTICALS. CANTILEVERED BALCONY BEAM PER PLAN VERTICAL MEMBERS AS NEEDED FOR CORRECT BEAM LOCATION. HANDRAIL PER ARCH. DWGS. HANDRAIL TO BE ONE PIECE AND ANCHOR TO BUILDING WALL. PPT FILLER ABOVE SIDE BEAMS WILL BE REQUIRED. DECK BOARDS PER ARCHITECTURAL.2" MAX.ADJUST ELEVATION OF DECK FRAMING AS REQUIRED PER ARCHITECTURAL DETAILS. DESIGN TRUSSES WITH SPECIAL LOAD CASE FOR UPLIFT FROM THE BALCONY BEAMS. SEE FRAMING NOTES. PROVIDE SOLID BLOCKING &/or BEAM POCKET AT BEAM BEARING. SEE BALCONY BEAM AT EXT. WALL DETAIL. 2X6 STUD WALL W/ (4) 2X6 JACK STUDS UNDER BALCONY BEAMS CONNECTION AS REQUIRED FROM BEAM TO TRUSS. SEE BALCONY BEAM CONNECTION AT BACK SPAN DETAIL. ADDITIONAL FRAMING AND FILLERS WILL BE REQUIRED PER ARCHITECTURAL DETAILS TO COMPLETE THE DESIRED BALCONY CONFIGURATION AND FINISH. THE LOCATION OF THE BEAMS IN THE PLAN AND ELEVATION WILL BE AFFECTED. ENSURE FRAMING IS FULLY COORDINATED WITH THE ARCHITECTURAL DETAILS. 2X10 #2 SP PPT LEDGER. FASTEN TO EACH STUD IN WALL W/ (3) 6" LONG SDWS SCREWS. (3) 2X12 #2 SP PPT BEAM. W/ HUC212 HANGER EACH END. REFER TO ARCH. DWGS. FOR BEAM ELEVATIONS. 2X10 #2 SP PPT JOISTS @ 16" O/C W/ HU210 HANGER EA. END. REFER TO ARCH. DWGS. FOR JOIST ELEVATIONS. (3) 2X12 #2 SP PPT BEAM. REGARDLESS OF HOW THE CORNERS ARE LAPPED, THE OSB SHEATHING OF THE WALLS MUST BE LAPPED AT THE CORNERS WITH THE ENDS OF THE SHEATHING FROM EACH SIDE ON THE SAME CORNER STUD. EXTEND OSB SHEATHING THROUGH BEHIND THE BUMPOUT.THERE MUST BE AT LEAST ONE STUD IN THE MAIN WALL BEHIND THE BUMPOUT SIDE WALLS. CONNECT TO THE END STUD OF THE SIDE WALLS WITH 6" LONG SDWC SCREWS @ 6" O/C. 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 12:08:39 PM C:\Users\plock.LHB\Documents\18066-Corner Carmel-Structural_Central-19_plock.rvt LRK Project Number: 01.18066.00 S553 WOOD FRAMING DETAILS AND SECTIONS 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 NOT TO SCALE 1 BALCONY BEAM AT EXTERIOR WALL NOT TO SCALE 2 BALCONY BEAM CONNECTION AT BACK SPAN NOT TO SCALE3CANTILEVER BALCONY W/TRUSSES PERP & LEDGER 3/4" = 1'-0"4 BUILDING A SMALL BUMPOUTS 06.16.21 Permit Set A 07.15.21 Addendum A B 08.20.21 IFC Set 11/01/21