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HomeMy WebLinkAboutS5523/4"± TOPPING APA-RATED SUBFLOOR GLUE-NAILED TO TRUSSES SHEATHING CANNOT BE SPLICED BETWEEN DEMISING WALLS. TO CREATE EXPANSION JOINTS IN THE SHEATHING OR TO SPLICE SHEATHING FOR OTHER REASONS, SPLICE IT AT THE CENTER OF A FLOOR TRUSS. USE EDGE NAILING FOR SHEATHING AT SUCH SPLICES. FLOOR TRUSS 2x STUD WALL -SEE WALL SCHEDULE AND/OR FRAMING PLAN FOR STUD SIZE AND SPACING. SEE FRAMING PLAN AND SHEAR WALL SCHEDULE FOR SHEAR WALL LOCATION, SHT'G, AND FASTENING. 2x STUD WALL -SEE WALL SCHEDULE AND/OR FRAMING PLAN FOR STUD SIZE AND SPACING. SEE FRAMING PLAN AND SHEAR WALL SCHEDULE FOR SHEAR WALL LOCATION, SHT'G, AND FASTENING. CONTINUITY OF THE FLOOR DIAPHRAGM IS ESSENTIAL. ALL JOINTS IN SHEATHING PARALLEL TO FRAMING AND ALL CHANGES IN SHEATHING DIRECTION MUST FALL ON THE SAME FRAMING MEMBER WITH EDGE NAILING OR BE BLOCKED WITH EDGE NAILING. DO NOT SPLICE SHEATHING AT DOUBLE DEMISING WALL. RUN SHEATHING THRU UNBROKEN. FLOOR SYSTEM AREA PER OTHER DETAILS DO NOT SPLICE SHEATHING AT DOUBLE DEMISING WALL. RUN SHEATHING THRU UNBROKEN. APA-RATED SUBFLOOR GLUE- NAILED TO TRUSSES 2x STUD WALL -SEE WALL SCHEDULE AND/OR FRAMING PLAN FOR STUD SIZE AND SPACING. SEE FRAMING PLAN AND SHEAR WALL SCHEDULE FOR SHEAR WALL LOCATION, SHT'G, AND FASTENING. 3/4"± TOPPING FLOOR TRUSS CONTINUITY OF THE FLOOR DIAPHRAGM IS ESSENTIAL. ALL JOINTS IN SHEATHING PARALLEL TO FRAMING AND ALL CHANGES IN SHEATHING DIRECTION MUST FALL ON THE SAME FRAMING MEMBER WITH EDGE NAILING OR BE BLOCKED WITH EDGE NAILING. (2) 2x PLATES SHEATHING CANNOT BE SPLICED BETWEEN DEMISING WALLS. TO CREATE EXPANSION JOINTS IN THE SHEATHING OR TO SPLICE SHEATHING FOR OTHER REASONS, SPLICE IT INSIDE THE UNIT AND BLOCK THE JOINT. USE EDGE NAILING FOR SHEATHING AT SUCH SPLICES. 2x STUD WALL -SEE WALL SCHEDULE AND/OR FRAMING PLAN FOR STUD SIZE AND SPACING. SEE FRAMING PLAN AND SHEAR WALL SCHEDULE FOR SHEAR WALL, LOCATION, SHT'G, AND FASTENING. FLOOR SYSTEM AREA PER DETAILS (2) 0.131" x 3" NAILS AT THE TOP AND BOTTOM OF A VERTICAL 2X4 BLOCK. NOTES: STRONGBACKS SHALL BE INSTALLED AT 10' o/c MAXIMUM ON ALL FLOOR TRUSSES OVER 10' IN SPAN. STRONGBACKS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ANSI/TPI 1 SECTION 7.6.2.4 AND THE SEALED TRUSS DESIGN DRAWING. IN ADDITION TO AIDING IN VIBRATION CONTROL AND LOAD DISTRIBUTION, STRONGBACKS ARE REQUIRED FOR SOME FIRE RATED ASSEMBLIES. SEE THE FIRE RATED ASSEMBLIES SPECIFIED ON THE ARCHITECTURAL DRAWINGS. 2X6 MIN. STRONGBACK AT 10' o/c LOCATED AT THE TOP OF THE BOTTOM CHORD AND RESTRAINED AT EACH END. FASTEN STRONGBACK TO A VERTICAL WEB OR VERTICAL BLOCK AT EACH TRUSS WITH (3) 0.131" x 3" NAILS. TRUSS VERTICAL WEB FLOOR TRUSS DROPPED HEADER AT OPENING AS REQUIRED. PROVIDE DBL. VERTICAL WEB MEMBER AT BRG. TOPPING AND/OR UNDERLAYMENT IF REQUIRED. SEE PLANS AND NOTES. APA-RATED SUBFLOOR GLUE-NAILED TO TRUSSES DOUBLE TOP PLATE FLOOR TRUSSGIRDER FLOOR TRUSS TOPPING AND/OR UNDERLAYMENT IF REQUIRED. SEE PLANS AND NOTES. APA-RATED SUBFLOOR GLUE-NAILED TO TRUSSES TRUSS HANGER AS REQUIRED. 2X6 MIN. STRONGBACK AT 10' o/c LOCATED AT THE TOP OF THE BOTTOM CHORD WHENEVER POSSIBLE AND RESTRAINED AT EACH END. FASTEN STRONGBACK TO A VERTICAL WEB AT EACH TRUSS WITH (3) 0.131" x 3" NAILS. INSTALL AS LOW AS POSSIBLE ON VERTICAL WEB WITHOUT DAMAGING/ALTERING CONNECTION PLATE. ALTERNATE LOCATION IF FULL WIDTH OF VIERENDEEL PANEL IS TO BE USED FOR MEP. NOTE: LOCATE VIERENDEEL PANELS NEAR MID-SPAN OF TRUSSES. VIERENDEEL PANELS OF ADJACENT TRUSSES TO ALIGN WHEREVER POSSIBLE AND WHERE REQUIRED SEE UNIT PLANS. VIERENDEEL PANEL 2'-0" MIN. 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. IN ADDITION TO THE LOAD, THE TYPE OF HANGER AND ITS EFFECT ON THE TRUSSES WILL BE CONSIDERED. AS AN ALTERNATE, THE TRUSS SUPPLIER MAY SUPPLY A DETAIL(S) SPECIFYING REINFORCEMENT BY SCABS OR OTHER MEANS TO ALLOW THE TRUSS TO SUPPORT THE SUPPLY MAIN LOAD. .. 3 1/2" 3 1/2"1 1/2"3/4"NOTE: MULTIPLE CHORD FLOOR TRUSS GIRDRES ARE PREFERRED TO MULTIPLE PLY FLOOR TRUSSES WHERE MULTIPLE CHORDS STILL ALLOW FOR PASSAGE OF ALL HVAC & PLUMBING SIMPSON SDW22500 OR SDW22634 SCREWS WITH LOCATION & SPACING AS PRESCRIBED BY TRUSS ENGINEER FOR LOAD CARRIED NOTE: USE SIMPSON SCREWS FOR ATTACHING MULTIPLE PLY FLOOR TRUSSES. OTHER METHODS MUST BE APPROVED. INSTALL IN A MANNER & LOCATION THAT DOES NOT SPLIT THE WOOD. SHOW SCREWS QUANTITY & LOCATION ON THE SEALED TRUSS DRAWING TRUSS CHORD OR WEB MEMBERS FLOOR TRUSS TOPPING AND/OR UNDERLAYMENT IF REQUIRED. SEE PLANS AND NOTES. APA-RATED SUBFLOOR GLUE-NAILED TO TRUSSES FLUSH HEADER AS REQUIRED. TRUSS HANGER AS REQUIRED. 2x BLOCKING AT THE CEILING LINE ANY SHEAR WALL OVER 7' LONG MAY HAVE UP TO (2) 6" ROUND MAX. PENETRATIONS IN THE SHEATHING FOR PLUMBING OR VENT PIPES. ANY SHEAR WALL OVER 16' LONG MAY HAVE UP TO (4) 6" ROUND MAX. PENETRATIONS IN THE SHEATHING FOR PLUMBING OR VENT PIPES. THE SECOND SIDE SHEATHING SHOWN HERE IS NOT REQUIRED. HATCHED AREA IS AREA OF SECOND SIDE SHEATHING FOR SHEAR WALLS w/ MORE 6" MAX. PENETRATIONS THAN ALLOWED PER THE NOTE AT THE RIGHT OR FOR SHEAR WALLS w/ PENETRATIONS GREATER THAN 6" DIA. SECOND SIDE SHEATHING WILL BE OSB AS REQUIRED, RUN THE FULL LENGTH OF THE WALL, & BE FASTENED TO STUDS, TOP PLATES, AND HORIZONTAL BLOCKING AT THE BOTTOM AS REQUIRED FOR THAT WALL TYPE & LEVEL. BOTTOM OF FLOOR TRUSSES = BOTTOM OF SECOND SIDE SHEATHING WHEN REQUIRED 2x6 BOTTOM PLATE FLOOR SHEATHING (2) 2x6 TOP PLATE STUD GRADE AND SPACING, SHEATHING, FASTENING, BLOCKING, ETC. PER PLAN & SCHEDULE UP TO (2) MAXIMUM PENETRATIONS GREATER THAN 6" ROUND ARE ALLOWED w/ SECOND SIDE SHEATHING. PENETRATIONS MAY BE THE FULL DEPTH BETWEEN FRAMING AND BLOCKING IN THE FLOOR SYSTEM AND UP TO 14" WIDE TRUSSES22" FLOORWITH FLOOR TRUSSES PARALLEL TO THE WALL Trusses Bearing w/ OSB Rim Board 5" MAX. FLOOR TRUSS MIN. 48" LONG TIE/CAP PLATE TO CONNECT ADJ. WALL PANELS FASTEN w/ (20) 0.131" x 3" NAILS EA. SIDE OF PANEL JOINT SUBFLOOR FASTEN SOLE PLATE TO BLOCKING PANELS AS INDICATED IN THE SHEAR WALL TABLE 2x_ FLAT BLOCKING BETWEEN THE TRUSSES -NAIL BLOCKING TO TOP OF WALL w/ 0.131" x 3" NAILS AT SAME NAIL SPACING AS WALL SHT'G. BELOW w/ 6" O.C. MAX. IF WALL SHEATHING DOES NOT EXTEND ONTO AND FASTEN TO THE VERY TOP PLATE NAIL TOP PLATE (SUCH AS AT DOUBLE DEMISING WALL) NAIL TOP PLATE TO THE PLATE BELOW WITH 0.131" X 3" NAILS AT SAME SPACING AS SHEATHING w/ 6" O.C. MAX. JOINT BETWEEN PRE-MFRD. PANELIZED WALLS SEE SHEAR WALL CONTINUITY DETAIL. JOINT BETWEEN PRE-MFRD. PANELIZED WALLS SEE SHEAR WALL CONTINUITY DETAIL. CONTINUOUS APA RATED OSB WHEN & AS SPECIFIED. SEE DETAILS. NAIL TO 2x6 RIBBON BOARD AT TOP AND FLAT BLCOKING AT THE THE BOTTOM WITH 0.131" x 3" NAILS AT SAME NAIL SPACING AS WALL SHT'G. BELOW w/ 6" O.C. MAX. FASTEN TO ALL VERTICAL BLCOKS AND ENDS OF TRUSSES 6" O.C MAX. 2x6 RIBBON BOARD AT DOUBLE 2x4 DEMISING WALL USE 2x8 #2 SP PLATE OVER BOTH WALLS TOGETHER. SEE OTHER DETAILS 2x_ FLAT BLOCKING BETWEEN THE TRUSSES -NAIL BLOCKING TO TOP OF WALL w/ 0.131" x 3" NAILS AT SAME NAIL SPACING AS WALL SHT'G. BELOW w/ 6" O.C. MAX. FASTEN FLOOR SHEATHING TO BLOCKING BETWEEN TRUSS T.C.'s W/ 0.131"x3" NAILS 3" o/c. (2) 2x12 #2 SP LEDGER. FASTEN LEDGER PLIES TOGETHER WITH 3 ROWS OF 0.131" x 3" NAILS 4" o/c. CONNECT THE LEDGER TO THE FULLY GROUTED CMU WALL WITH (2) ROWS OF 8" LONG TITEN SCREW ANCHORS AT 12" o/c. ELEVATOR OR STAIR CMU WALL USE THIS DETAIL AT ALL ELEVATOR/STAIR CMU U.N.O. WHETHER OR NOT THERE IS A WOOD WALL ADJACENT TO THE CMU WALL. WHERE THIS DETAIL IS USED, USE IT AT EVERY LEVEL (THIS LEDGER MAY NOT SUPPORT MORE THAN ONE LEVEL.) FASTEN FLOOR SHEATHING TO BLOCKING BETWEEN TRUSS T.C.'s W/ 0.131"x3" NAILS 3" o/c. A WOOD WALL IF PRESENT IS NOT TO BE USED AS A BEARING WALL. APA-RATED SUBFLOOR GLUE- NAILED TO TRUSSES. FLOOR JOISTS PER PLAN A WOOD WALL IF PRESENT IS NOT TO BE USED AS A BEARING WALL. SIMPSON LU28 HANGER 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 12:08:38 PM C:\Users\plock.LHB\Documents\18066-Corner Carmel-Structural_Central-19_plock.rvt LRK Project Number: 01.18066.00 S552 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 FLOOR SHEATHING JOINT AT DOUBLE DEMISING WALL -TRUSS PARALLEL NOT TO SCALE 2 FLOOR SHEATHING JOINT AT DOUBLE DEMISING WALL -TRUSS PERP. NOT TO SCALE3STRONGBACK INSTALLATION DETAIL NOT TO SCALE4TYPICAL DROPPED HEADER DETAIL NOT TO SCALE5CHANGE IN FLOOR FRAMING DIRECTION NOT TO SCALE 6 TYPICAL VIERENDEEL (OPEN) PANEL NOT TO SCALE7 SUPPLY MAIN SUPPORT DETAIL NOT TO SCALE8 MULTIPLE PLY FLOOR TRUSS CONNECTION NOT TO SCALE9 FLUSH HEADER DETAIL -JOIST HANGERS NOT TO SCALE 10 SHEAR WALL PENETRATIONS AT THE FLOOR SYSTEM NOT TO SCALE 11 TRUSS BEARING AT SHEAR WALL ELEVATIONS NOT TO SCALE12 FLOOR JOISTS SUPPORT AT CMU WALL 06.16.21 Permit Set A 07.15.21 Addendum A B 08.20.21 IFC Set 11/01/21