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HomeMy WebLinkAboutS550WINDOW HEADER PER PLAN AND SCHEDULE SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION FASTEN W/ (3) 0.131" x 3" NAILS PER HEADER PLY. SEE FRAMING NOTES FOR FASTENING OF MULTIPLE STUDS AND JACK STUDS TOGETHER. 2x KING STUD(S) AS REQUIRED BY HEADER SCHEDULE NOTE: ADDITIONAL JACK AND/OR KING STUD AS REQUIRED BY HEADER SCHEDULE. ALL JACK STUDS MUST BE CONTINUOUS TO THE BOTTOM OF THE HEADER. DOOR OPENINGS ARE THE SAME w/ NO SILL PLATE OR BLOCK BELOW. 2X_ JACK STUDS PER SCHEDULE RUN JACKS CONTINUOUS THRU TO BOTTOM OF HEADER LOCATE HEADER AT TOP OF THE WALL STUD SPACING NOT TO EXCEED WALL SEE TABLE BELOW FOR NUMBER OF HEAD AND SILL PLATES REQUIRED. FOR LARGE OPENINGS MULTIPLE HEAD AND SILL PLATES MAY BE REQUIRED. SILL SIZE MAX. OPENING WIDTH(1) 2X4 (2) 2X4 (2) 2X6 (1) 2X6 5'-9" 7'-0" 8'-3" 10'-3" JACK & KING STUDS PER HEADER SCHEDULE HEADERS ARE INDICATED IN THE HEADER SCHEDULE. WHERE MULTIPLE CLOSE OPENINGS DO NOT ALLOW FOR THE INCLUSION OF ALL THE KING AND JACK STUDS INDICATED IN THE HEADER SCHEDULE FOR BOTH OPENINGS TOGETHER, THE HEADER IS TO BE CONTINUOUS OVER ALL OPENINGS & AT THE TOP OF THE WALL AS SHOWN ABOVE. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION. (1) JACK STUD FOR EACH HEADER AND (2) KING STUDS BETWEEN. LOCATE HEADER AT TOP OF WALL WINDOW HEADER PER PLAN & SCHEDULE NAIL ADJACENT STUDS TOGETHER WITH THE SAME NAIL SIZE AND SPACING AS FOR THE SHEAR WALL SHEATHING. NAIL LENGTH MUST ALLOW 1.5" PENETRATION INTO THE MEMBER HOLDING THE TIP. WITH GYPSUM SHEAR WALLS USE 0.131" X 3" NAILS 4" o/c STAGGER NAILS. JOINT SHEATHING WITH ADJACENT SHEATHING NOT ATTACHED TO THE SAME STUD (SUCH AS PRE-FAB WALL PANEL JOINT OR WALL WITH DOUBLE STUDS) APA RATED WOOD SHEATHING AS REQ'D FOR WOOD SHEATHED SHEAR WALLS. With No Change In Wall Width NAIL ADJACENT STUDS TOGETHER WITH THE SAME NAIL SIZE AND SPACING AS FOR THE SHEAR WALL SHEATHING. NAIL LENGTH MUST ALLOW 1.5" PENETRATION INTO THE MEMBER HOLDING THE TIP. WITH GYPSUM SHEAR WALLS USE 0.131" X 3" NAILS 4" o/c STAGGER NAILS. JOINT SHEATHING WITH ADJACENT SHEATHING NOT ATTACHED TO THE SAME STUD AT CHANGE IN STUD WALL SIZE. APA RATED WOOD SHEATHING AS REQ'D FOR WOOD SHEATHED SHEAR WALLS. Wall Width Transition-Sht'g on Flush Side NAIL ADJACENT STUDS TOGETHER WITH THE SAME NAIL SIZE AND SPACING AS FOR THE SHEAR WALL SHEATHING. NAIL LENGTH MUST ALLOW 1.5" PENETRATION INTO THE MEMBER HOLDING THE TIP. WITH GYPSUM SHEAR WALLS USE 0.131" X 3" NAILS 4" o/c STAGGER NAILS. JOINT SHEATHING WITH ADJACENT SHEATHING NOT ATTACHED TO THE SAME STUD AT CHANGE IN STUD WALL SIZE. APA RATED WOOD SHEATHING AS REQ'D FOR WOOD SHEATHED SHEAR WALLS. Wall Width Transition-Sht'g on Stepped Side NARROWER WALL (E.G. 2x4) WIDER WALL (E.G. 2x6) USE NARROWER WALL TIE/CAP PLATE WIDTH AT CHANGE IN WALL WIDTH. DO NOT NOTCH OR RIP TIE/CAP PLATE. MIN 48" LONG TIE/CAP PLATE TO CONNECT ADJ. WALL PANELS FASTEN W/ (2) 0.131" X 3" NAILS EA. SIDE OF PANEL JOINT. JOINT AT CHANGE IN WALL WIDTH Wall Width Transition-Top Plates Tie/Cap Plate DO NOT REMOVE ANY PART OF WOOD SHEATHING WHEN NOTCHING OR BORING PLATES SIMPSON CS14 TIE STRAP WHEN REQUIRED WHERE NAIL SPACING OF WOOD SHEATHING IS CLOSER THAN 4" o/c STRAP TIE MAY NOT BE ON THE SHEATHING SIDE OF THE WALL (MUST BE ON SIDE SHOWN) NOTE: FOR PLATE REINFORCEMENT, ALL EXTERIOR WALLS AND DESIGNEATED SHEAR WALLS -IF NOTCH OR HOLE EXCEEDS 50% OF TOP PLATE CROSS SECTION USE SIMPSON CS14 IN ONE OF THE TWO TOP PLATES. NOTCH OR BORED HOLE IN PLATE(S) FOR M.E.P OR OTHER REASON. SEE PLATE REINFORCEMENT NOTE BELOW FOR SPECIFIC STRAPPING REQUIREMENTS. FOR WALLS WHERE NO SPECIFIC REQUIREMENTS ARE GIVEN (WALLS THAT ARE NOT EXT. OR SHEAR WALLS) FOLLOW THE REQUIREMENTS OF THE IBC BUILDING CODE FOR CONVENTIONIAL FRAMING POSSIBLE JOINT IN SHEATHING WITH ADJACENT SHEATHING NOT ATTACHED TO THE SAME STUD (SUCH AS PRE-FAB WALL PANEL JOINT OR WALL WITH DOUBLE STUDS). SEE DETAIL "SHEAR WALL CONTINUITY DETAILS - WALL JOINTS". DISCONTINUOUS TOP PLATE MIN. 48" LONG TIE/CAP PLATE TO CONNECT ADJ. WALL PLATES FASTEN W/ (16) 0.131" x 3" NAILS EA. SIDE. NOTE: DETAIL IS FOR EXTERIOR WALLS, BEARING WALLS AND SHEAR WALLS. FOR OTHER WALLS FOLLOW THE REQUIREMENTS OF THE IBC BUILDING CODE FOR CONVENTIONAL FRAMING. EXT. SHTG. CHORD STUDS SEE SCHEDULE - FASTEN TOGETHER WITH 0.131" x 3" NAILS AT SAME SPACING AS FOR SHEAR WALL SHT'G FASTEN END STUD OF INTERSECTING WALL TO CHORD STUDS WITH 0.131" x 3" NAILS AT SAME SPACING AS FOR SHEAR WALL SHT'G CTS HARDWARE -SEE SCHEDULE. INSTALL PER MANUFACTURER.NOTE: LAP WALL AS SHOWN TO MAXIMIZE LENGTH OF SHEAR WALL. SHEAR WALL SHTG. WINDOW OR DOOR OPENING JACK STUD OR STUDS UNDER HDR. NOTE: USE OPENING KING STUDS AS SOME OR ALL OF THE SHEAR WALL CHORD STUDS ON THAT SIDE OF THE CTS HARDWARE. ADD CHORD STUDS AS NEEDED IF MORE ARE REQUIRED THAN THE NUMBER OF OPENING KING STUDS. CTS SYSTEM HARDWARE. INSTALL PER MANUFACTURER REQUIREMENTS. CHORD/KING STUDS-SEE SCHEDULE. FASTEN TOGETHER WITH 0.131" x 3" NAILS AT SAME SPACING AS FOR SHEAR WALL SHT'G 2x6 STUD 2x6 STUD RECESSED ITEM SUCH AS FIRE EXTINGUISHER BOX OR MEDICINE CABINET OR ELECTRICAL PANEL w/ SHEATHING REMOVED FOR INSTALLATION. SHEAR WALL SHEATHING ADD NAILS AS NEEDED TO CREATE EDGE NAILING FOR EXISTING SHEATHING AT THIS STUD SPACE. SHEAR WALL SHEATHING. FASTEN OSB SHEAR WALL SHEATHING TO THE 2x2's ON ALL 4 SIDES OF THE STUD. SPACE USING THE TYPE OF OSB & THE FASTENING AS REQUIRED FOR THE SHEAR WALL. BLOCK ALL JOINTS. ADD A 2x2 TO ALL 4 SIDES OF THE STUD SPACE w/ THE RECESSED ITEM IN IT FASTENED TO THE STUD ON EACH SIDE & THE TOP & BOTTOM PLATES w/ 8d x 3" LONG NAILS @ THE SAME SPACING AS THE SHEAR WALL SHEATHING REQUIRES. RECESS FOR INSTALLATION OF THE OSB AS SHOWN. EXTEND SHEAR WALL SHEATHING THRU BEHIND INTERSECTING WALL INTERSECTING WALL AT "T" SHEAR WALL SHEATHING SHEAR WALL ANY LEAD TYPE IS ACCEPTABLE WITH CONTINUOUS SHEATHING "T" Intersection w/ Continuous Sht'g FASTEN SHEATHING PER SHEAR WALL SCHEDULE INTERSECTING WALL AT "T" SHEAR WALL SHEATHING SHEAR WALLSOLID/CONTINUOUS 2X_ STUD A NOMINAL 4" WIDER THAN THE INTERSECTING WALL STUDS AND CENTERED ON INTERSECTING WALL. "T" Intersection w/ Wide Flat Stud FASTEN SHEATHING PER SHEAR WALL SCHEDULE INTERSECTING WALL AT "T" SHEAR WALL SHEATHING SHEAR WALLFLAT 2X_ STUD SAME SIZE AS INTERSECTING WALL STUDS w/ (2) 2X_ STUDS FASTENED TO EDGES w/ THE SAME NAILS (w/ 3" MIN. LENGTH) AT THE SAME SPACING AS IS REQ'D FOR THE SHT'G."T" Intersection w/ "U" Lead FASTEN SHEATHING PER SHEAR WALL SCHEDULE INTERSECTING WALL AT "T" SHEAR WALL SHEATHING SHEAR WALL(2) 2x4 STUDS MIN. w/ 1.75" PROJECTION BEYOND EDGE OF INTERSECTION WALL. FASTEN EACH TO END STUD OF INTERSECTING WALL w/ THE SAME NAILS (w/ 3" MIN. LENGTH) AT THE SAME SPACING AS IS REQ'D FOR THE SHT'G."T" Intersection w/ 2 Flat Studs INSPECT COUPLER NUT PT PODIUM OR SLAB ON GRADE PER PLAN & DETAILS EMBED PER EMBED SCHEDULE AND PODIUM LAYOUT PLAN. EMBEDMENT INTO CONCRETE AT SLAB ON GRADE. IF NEEDED, MAKE THE SECOND STUD SPACE THE ODD SPACE. IF A LEAD IS NEEDED FOR AN INTERSECTING WALL WITHIN THIS STUD SPACE, IT IS TO BE FIELD INSTALLED AFTER THE INSTALLATION OF THE HOLDOWN. CHORD STUDS, HOLDOWN, & HOWDOWN ANCHOR AS REQUIRED PER SHEAR WALL SCHEDULE &/OR OTHER DETAILS.REQUIREMENTS FULL STUD SPACE PER THE WALL EQUALEQUAL BOTTOM PLATE FLOOR SHEATHING TENSION STRAP AS REQUIRED AT ALL SHEAR WALL TENSION TIE LOCATIONS. CENTER STRAP WITH REQUIRED PORTIONS ON THE UPPER & LOWER WALL CHORD STUDS. DOUBLE TOP PLATE SHEAR WALL CHORD STUDS BELOW SHEAR WALL CHORD STUDS ABOVE SEE OTHER DETAILS FOR FLOOR SYSTEM TREATMENT AT BEARING/SHEAR WALL. AT CHORD STUD LOCATION, ADD VERTICAL BLOCKING TO MATCH CHORD STUDS BELOW. STRAP TIE REQUIRED LENGTH ON SPF STUDS CS20 CS18 CS16 CS14 CMSTC16 CMST14 CMST12 9" 12" 14" 19" 25" 34" 44" NOTE: STRAPS MUST BE STRAIGHT AND TIGHT FOR THEIR FULL LENGTH. IF THEY CANNOT BE, THE "HOLDOWN REPLACEMENT OF STRAP W/ MISALIGNED STUDS" DETAIL MUST BE USED. THE STRAPS ONLY NEED TO BE FASTENED TO THE STUDS IN THE WALLS. THEY DO NOT NEED TO BE FASTENED TO THE REQUIRED BLOCKING IN THE FLOOR SYSTEM. DO NOT MOVE STRAPS OUT OF THEIR STRAIGHT ALIGNMENT TO FASTEN THEM TO BLOCKING IN THE FLOOR SYSTEM WHERE THEY ARE NOT REQUIRED TO BE FASTENED. FOR SIMPSON STRAPS, THIS TABLE SHOWS THE REQUIRED LENGTH OF THE STRAP ON THE STUDS OF THE WALL ABOVE & THE WALL BELOW. FOR THIS REQUIRED LENGTH, DO NOT INCLUDE ANY PORTION OF THE STRAP ON WALL PLATES BUT ONLY THE PART ON THE STUDS. USE HOLDOWN ON CHORD STUDS IN WALL ABOVE & BELOW. STACK VERTICALLY AS CLOSELY AS POSSIBLE. SEE FLOOR SECTIONS & DETAILS FOR FLOOR SYSTEM USE HOLDOWN ON CHORD STUDS IN WALL ABOVE & BELOW. STACK VERTICALLY AS CLOSELY AS POSSIBLE. STRAP AS REQ'D. BY SHEAR WALL TABLE MUST BE INSTALLED STRAIGHT. DO NOT USE WHERE AT LEAST ONE EDGE OF THE WALL ABOVE & BELOW DO NOT ALIGN. THREADED ROD w/ SIZE AS REQ'D. FOR HOLDOWN AT CHORD STUD LOCATION, ADD VERTICAL BLOCKING TO MATCH CHORD STUDS BELOW. NOTE: WHERE NUMBER OF CHORD STUDS IS NOT THE SAME ON BOTH LEVELS, ONE OR MORE CHORD STUDS MAY NEED TO BE ADDED TO ALIGN FACES OF CHORD STUDS STRAP AS REQ'D. IN SHEAR WALL TABLE WOOD HOLDOWN REPLACEMENT CS20 THRU CS14 CMSTC16 HTT5KT HTT4 CMST14 HDU11-SD52.5 (2) CMSTC16 HDU14-SD52.5 NOTE: THE USE OF THIIS DETAIL IS FOR LOCATIONS WHERE THE STRAPS CANNOT BE INSTALLED IN CONFORMANCE W/ THE MANUFACTURERS REQUIREMENTS DUE TO NON-STACKING/ OUT OF ALIGNMENT WALLS. 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 12:08:34 PM C:\Users\plock.LHB\Documents\18066-Corner Carmel-Structural_Central-19_plock.rvt LRK Project Number: 01.18066.00 S550 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 SCALE1TYPICAL WALL OPENING NOT TO SCALE2MULTIPLE CLOSE OPENINGS NOT TO SCALE3SHEAR WALL CONTINUITY DETAILS-WALL JOINTS NOT TO SCALE4SHEAR WALL PLATE NOTCHING OR BORING NOT TO SCALE 5 WALL CONTINUITY CAP PLATE DETAIL NOT TO SCALE6 HOLDOWN DETAIL AT CORNER NOT TO SCALE7 HOLDOWN DETAIL AT OPENING NOT TO SCALE8SHEAR WALL w/ RECESSED FIXTURE NOT TO SCALE9SHEAR WALL CONTINUITY DETAILS -"T" INTERSECTIONS NOT TO SCALE 10 TYPICAL SHEAR WALL INSTALLATION 3/4" = 1'-0"11 SHEAR WALL STRAP/TIE DETAIL 3/4" = 1'-0"12 HOLDOWN REPLACEMENT OF STRAP W/ MISALIGNED STUDS 06.16.21 Permit Set A 07.15.21 Addendum A B 08.20.21 IFC Set 11/01/21