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EXISTING FLOOR FRAMING <br />ATTACH 24 TOP PLATE TO EACH <br />(E) FLOOR JOIST WITH 16D NAILS <br />(N) SHEATHING TO MATCH EXISTING <br />(N) TEMP. SHORING WALL BY OTHERS <br />(N) TREATED 24 BOTTOM PLATE W� <br />HiLTI KW, K-CON 0I+ 14-314 TH�iH <br />SCREW AT 24" O.C. <br />(E) CONCRETE FLOOR SLAB <br />(N) WEATHER RESISTIVE BARRIER AND <br />WOOD SIDING TO MATCH (E) SIDING <br />(E) BAND JOTS <br />(N) SIMPSON A33 ANGLE AT 18" O.C. <br />(E) 66 BEAM TO BE RE -ALIGNED <br />(N) SIMPSON H2.5 AT EACH STUD <br />(N) SIMPSON H2.5 AT EACH STUD <br />(N) TREATED 2X6 SILL PLATE <br />W/ H9LTI KVVIK-CON II + 14-314 <br />THWH SCREW AT 12" O.C. <br />(E) 6" THICK CONCRETE <br />FOUNDATION WALL <br />ITEM <br />DESCRIPTION OF BUILDING ELEMENT <br />m0m <br />NUMBER a,b <br />OF FASTENERS <br />SPACING OF <br />FASTENERS/LOCATION <br />BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL. 3-8d <br />2. CEILING JOIST TO PLATE, TOE NAIL. 3-8d <br />3. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER 3-16d <br />PARTITIONS, FACE NAIL. <br />4. COLLAR TIE TO RAFTER, FACE NAIL OR 1-1/4"X20 GAGE RIDGE STRAP 3-10d <br />2 TOE NAILS ON ONE SIDE ANd- <br />5. RAFTER OR ROOF TRUSS TO PLATE, TOE NAIL. 3-10d 1 TOE NAIL ON THE OPPOSITE <br />SIDE OF EACH RAFTER OR_TRU_a� <br />6. ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: 4-16d <br />TOE NAIL FACE NAIL. 3-16d <br />7. CEILING JOISTS, LAPS OVER PARTITIONS. 3-16d FACE NAIL <br />8. CEILING JOISTS TO PARALLEL RAFTERS. 3-16d -FACE NAIL <br />9. JACK RAFTER TO HIP: 3-1 Od TOE NAIL <br />2-16d FACE NAIL <br />10. ROOF RAFTER TO 2-BY RIDGE BEAM. 2-16d TOE NAIL <br />2-16d FACE NAIL <br />-11. JOIST TO BAND JOIST. 3-16d FACE NAIL <br />FffAml <br />12. <br />BUILD-UP STUDS -FACE NAIL. <br />10d-.- <br />24" o.c. <br />13. <br />ABUTTING STUDS AT INTERSECTION WALL CORNERS, FACE NAIL. <br />16d <br />12" O.C. <br />14. <br />BUILT-UP HEADER, TWO PIECES WITH 1/2" SPACER. <br />16d <br />16" O.C. ALONG EACH EDGE <br />15. <br />CONTINUED HEADER, TWO PIECES. <br />16d <br />16" O.C. ALONG EACH EDGE <br />16. <br />CONTINUOUS HEADER TO STUD, TOE NAIL. <br />4-8d <br />17. <br />DOUBLE STUDS, FACE NAIL. <br />10d <br />24" O.C. <br />18. <br />DOUBLE TOP PLATES, FACE NAIL. <br />10d <br />24" O.C. <br />19. <br />DOUBLE TOP PLATES, MINIMUM 24-INCH OFFSET OF END JOINTS, <br />FACE NAIL IN LAPPED AREA. <br />8-16d <br />20. <br />SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL. <br />16d <br />16" O.C. <br />21. <br />SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS. <br />3-16d <br />16" O.C. <br />22. <br />STUD TO SOLE PLATE, TOE NAIL. <br />3-8d or <br />2-16d <br />23. <br />TOP OR SOLE PLATE TO STUD, END NAIL <br />2-16d <br />24. <br />TOP PLATES, LAPS AT CORNER AND INTE-RSECTIONS, FACE NAIL. <br />25. <br />--2-10d <br />1" BRACE TO EACH STUD AND PLATE, FACE NAIL. <br />2-8d <br />26.SHEATHING <br />TO EACH BEARING, FACE NAIL. <br />2-8d <br />27. <br />1" X 8" SHEATHING TO EACH BEARING, FACE NAIL. <br />2-8d <br />L-WIDER THAN 1" X 8" SHEATING TO EACH BEARING, FACE NAIL. <br />3-3d <br />_ZS. <br />FLOOR <br />29. <br />JOIST TO SILL OR GIRDER, TOE NA1. <br />3-8d <br />30�_ <br />RIM JOIST TO TOP PLATE, TOE NAIL.(ROOF APPLICATIONS ALSO.) <br />8d <br />61, O.C. <br />31. <br />RIM JOIST OR BLOCKING TO SILL PLATE, TOE NAIL. <br />3d <br />61, O.C. <br />32. <br />T' X 6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL. <br />2-8d <br />33. <br />2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL. <br />2-16d <br />34. <br />2" PLANKS (PLANK & BEAM - FLOOR & ROOF). <br />2-16d <br />AT EACH BEARING <br />35. <br />BUILD-UP GIRDERS AND BEAMS, 2-➢NCH LUMBER LAYERS. <br />10d <br />NAIL EACH LAYER AS FOLLOWS: <br />32" O.C. AT TOP AND BOTTOM <br />STAGGERED. TWO NAILS AT <br />ENDS AND AT EACH SPLICE. <br />36. <br />LEDGER STRIP SUPPORTING JOISTS OR RAFTERS. <br />3-16d <br />AT EACH JOIST OR RAFTER. <br />37. <br />BRIDGING TO JOIST. <br />2-8d <br />TOENAIL EACH END <br />I SPACING OF FASTENERS <br />I <br />ITEM <br />DESCRIPTION OF BUILDING ELEMENT <br />NUMBER OF FASTENERSb'c,e <br />L <br />C'e <br />� EDGES <br />� INTERMEDIATE SUPPORTS <br />VOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING <br />6d COMMON (SUBFLOOR WALL) <br />38. <br />' <br />8d COMMON (ROOF} <br />6 <br />ly <br />39. <br />19/32" - 1 <br />8d COMMON <br />6 <br />12' <br />10d COMMON OR <br />40. <br />1 1/8" x 1 1/4" <br />8d DEFORMED <br />6 <br />12 <br />OTHER WALL SHEATHINe <br />1/2" STRUCTURAL CELLULOSIC <br />1 1/2" GALVANIZED <br />41. <br />FIBERBOARD SHEATHING <br />ROOFING NAIL <br />3 <br />6 <br />25132" STRUCTURAL CELLULOSIC <br />1 3/4" GALVANIZED <br />42. <br />FIBERBOARD SHEATHING <br />ROOFING NAIL <br />3' <br />1 1/2" GALVANIZED <br />43. <br />1/2" GYPSUM SHEATHINd <br />ROOFING NAIL <br />7 <br />7 <br />1 1/4" SCREW, TYPE W OR S <br />1 3/4" GALVANIZED <br />44. <br />5/8" GYPSUM SHEATHING' <br />ROOFING NAIL <br />7 <br />7 <br />1518" SCREW, TYPE W OR S <br />WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING <br />45. <br />3/4" AND LESS <br />6d DEFORMED <br />8d COMMON <br />6 <br />12 <br />8d DEFORMED <br />46. <br />7/8" - 117 <br />8d COMMON <br />6 <br />12 <br />47. <br />1 1/8" - 1 1/4" <br />8d DEFORMED 10d COMMON <br />6 <br />12 <br />wamlitfum <br />ISSUE <br />DATE DESCRIPTION <br />11121/2019 FIRST ISSUE 11 <br />SEAL: <br />m <br />DRAWING TITLE: <br />STRUCTURAL <br />SECTIONS <br />DRAWN BY: KEB I REVIEWED BY: DJH <br />JOB 100019789 <br />SCALE: AS NOTED <br />DATE: 11/21/2019 <br />PAGE: <br />S301 <br />jENTS AND SHALL RETAIN ALL COMMON LAW, STATUARY AND ALL OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECiFICAflONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OR FOR OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT WITHOUT THE EXPRESSED WRITTEN PERMISSION OF RBC. <br />THE DRAWINGS AND SPECIFICATIONS PREPARED BY R�MKUS BUILDING CONSULTANTS (RBC) ARE INSTRUMENTS OF SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECT. RBC SHALL BE DEEMED THE AUTHOR OF THESE DOCUW Revision: 0 <br />