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<br /> SPACING OF SPACING OF FASTENERS
<br /> ITEM DESCRIPTION OF BUILDING ELEMENT NUMBER"'
<br /> OF FASTENERS FASTENERS/LOCATION ITEM DESCRIPTION OF BUILDING ELEMENT NUMBER OF FASTENERS°`•"
<br /> EDGES I INTERMEDIATE SUPPORTS
<br /> ROOF WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING
<br /> 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE,TOE NAIL. 3-8d - 6d COMMON(SUBFLOOR,WALLS
<br /> 2. CEILING JOIST TO PLATE,TOE NAIL. 3-8d - 3/8"-1/2" 8d COMMON(ROOF/ 6 12°
<br /> 3 CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER,LAPS OVER 3-16d 39. 19/32"-1" 8d COMMON 6 12°
<br /> PARTITIONS,FACE NAIL -
<br /> 40. " 10d COMMON OR
<br /> 1 1/8"x 1 1/4 6 12
<br /> 4. COLLAR TIE TO RAFTER,FACE NAIL OR 1-1/4"X20 GAGE RIDGE STRAP 3-10d - 8d DEFORMED
<br /> 2 TOE NAILS ON ONE SIDE
<br /> OT1
<br /> 5. RAFTER OR ROOF TRUSS TO PLATE,TOE NAIL 3-10d 1 TOE NAIL ON THE OPPPOSITEE OTHER WALL SHEATHING'
<br /> SIDE OF FACH RAFTFR OR TRI/I F 1/2"STRUCTURAL CELLULOSIC I 1 1/2"GALVANIZED
<br /> 6 ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS: 4-16d 41. FIBERBOARD SHEATHING ROOFING NAIL 3 6
<br /> TOE NAIL FACE NAIL. 3-16d -
<br /> 25/32"STRUCTURAL CELLULOSIC 1 3/4"GALVANIZED
<br /> 7. CEILING JOISTS,LAPS OVER PARTITIONS.
<br /> 3-16d FACE NAIL 42. FIBERBOARD SHEATHING ROOFING NAIL 3 8
<br /> 8. CEILING JOISTS TO PARALLEL RAFTERS. 3-16d FACE NAIL
<br /> 1 1/2"GALVANIZED
<br /> 9, JACK RAFTER TO HIP. 3-10d TOE NAIL 43• 1/2"GYPSUM SHEATHING ROOFING NAIL 7 7
<br /> 2-16d FACE NAIL 1 1/4"SCREW,TYPE W OR S
<br /> 10. ROOF RAFTER TO 2-BY RIDGE BEAM. 2-16d TOE NAIL
<br /> 2-16d FACE NAIL 1 3/4"GALVANIZED
<br /> 44. 5/8"GYPSUM SHEATHING ROOFING NAIL 7 7
<br /> 11. JOIST TO BAND JOIST. 3-16d FACE NAIL 1 5/8"SCREW,TYPE W OR S
<br /> WALL WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING
<br /> 12. BUILD-UP STUDS-FACE NAIL 10d 24"o.o.
<br /> 6d DEFORMED +'o. Ya iSso TSR DATE IV-M T:
<br /> 13. ABUTTING STUDS AT INTERSECTION WALL CORNERS,FACE NAIL 18d 12"O.C. 45. 3/4"AND LESS 8d COMMON 6 12 -
<br /> 14. BUILT-UP HEADER,TWO PIECES WITH 1/2"SPACER. led 18"O.C.ALONG EACH EDGE
<br /> 84 DEFORMED 2.
<br /> 15. CONTINUED HEADER,TWO PIECES. 16d 16"O.C.ALONG EACH EDGE 46. 7/8"-1" 8d COMMON 6 12
<br /> 16. CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d - -
<br /> 4
<br /> 17. DOUBLE STUDS,FACE NAIL, 10d 47. 1 1/8"-1 1/4" 8d DEFORMED -
<br /> 24"O.C. 10d COMMON 6 12
<br /> 18. DOUBLE TOP PLATES,FACE NAIL 10d 24"O.C.
<br /> 19 DOUBLE TOP PLATES,MINIMUM 24-INCH OFFSET OF END JOINTS, 8-led NAIL IN LAPPED AREA. - A.ALL NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND
<br /> 20. SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 18d 16"O C SHEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YEILD STRENGTHS AS SHOWN:80 KSI FOR SHANK DIAMETER OF 0.192" RIMKUS
<br /> ^
<br /> 21. SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS. 3-16d 16"O.C. (DIAMETERS O 020d COMMON .142 INCH OR 90 KSI RLESS SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH,AND 100 KSI FOR SHANK K v`
<br /> 3-8d or
<br /> 22. STUD TO SOLE PLATE,TOE NAIL. _ B. NOT USED.
<br /> 2-18d C. NAILS SHALL BE SPACED AT NOT MORE THAN 6INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. 16932 WOODINVILLE REDMOND RD NE,#A105
<br /> D. FOUR-FOOT BY EIGHT-FOOT OR FOUR-FOOT BY NINE-FOOT PANELS SHALL BE APPLIED VERTICALLY. WOODINVILLE,WA 98072
<br /> 23. TOP OR SOLE PLATE TO STUD,END NAIL 2-16d - E.SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON THE INTERNATIONAL BUILDING CODE. DHODSONORIMKUS.COM
<br /> 24. TOP PLATES,LAPS AT CORNER AND INTERSECTIONS,FACE NAIL 2.10d - F. FOR REGIONS HAVING BASIC WIND SPEED OF 110 MPH OR GREATER,AND MEAN ROOF HEIGHT IS MORE THAN 25 FEET,UP TO 35 FEET MAX,
<br /> 25. 1"BRACE TO EACH STUD AND PLATE,FACE NAIL, 2 6d - 8D DEFORMED NAILS SHALL BE USED FOR ATTACHING PLYWOOD AND WOOD STRUCTURAL PANEL ROOF SHEATHING TO FRAMING WITHIN MIN
<br /> 48-INCH DISTANCE FROM GABLE END WALLS.26. 1"X 6"SHEATHING TO EACH BEARING,FACE NAIL. Zed - G. FOR REGIONS HAVING BASIC WIND SPEED OF 100 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO SEAL �4r'Rr rrG,4s
<br /> 27. 1"X 8"SHEATHING TO EACH BEARING,FACE NAIL. 2-8d GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER. WHEN BASIC WIND SPEED IS GREATER THAN 100 MPH,NAILS FOR . C�Of�w,�ws�O�
<br /> 28. WIDER THAN 1"X 8"SHEATING TO EACH BEARING,FACE NAIL. 3.8d - ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6 INCHES ON CENTER FOR MINIMUM 48-INCH DISTANCE t 4�f"'
<br /> FROM RIDGES,EAVES AND GABLE END WALLS;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. i
<br /> FLOOR H.GYPSUM SHEATHING SHALL CONFORM TO ASTM C 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING a+S i
<br /> 29. JOIST TO SILL OR GIRDER,TOE NAIL S,.gd - SHALL CONFORM TO ASTM C 208. '�, `
<br /> I.SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED ,��,,,,,, . {-� -.4...
<br /> _-
<br /> 30. RIM JOIST TO TOP PLATE,TOE NAIL(ROOF APPUCATIONS ALSO.) 8d 6"O.C. BLOCKING AND AT ALL FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES '�::�'- f/
<br /> 31. RIM JOIST OR BLOCKING TO SILL PLATE,TOE NAIL. 8d 6"O.C. SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO
<br /> 32, 1"X 6"SUBFLOOR OR LESS TO EACH JOIST,FACE NAIL 2-6d - THE FRAMINGMEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS SHOWN ON THESE DRAWINGS. FLOOR NO. ISSUED FOR: DATE(R-M-D;
<br /> PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. ISSUE FOR PERMIT 2024.1-5
<br /> 33. 2"SUBFLOOR TO JOIST OR GIRDER,BLIND AND FACE NAIL. 2-16d - J. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLELL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE,PROVIDE TWO TOE NAILS 2 34. 2"PLANKS(PLANK&BEAM-FLOOR&ROOF). 2-16d AT EACH BEARING ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE.THE TOE NAIL
<br /> NAIL EACH LAYER AS FOLLOWS: ON THE OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REQUIRED. `
<br /> 35. BUILD-UP GIRDERS AND BEAMS,2-INCH LUMBER LAYERS. 10d 32"O.C.AT TOP AND BOTTOM
<br /> STAGGERED.TWO NAILS AT
<br /> ENDS AND AT EACH SPUCE. 5.
<br /> 36. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS. 3-16d AT EACH JOIST OR RAFTER. 7.
<br /> 37. BRIDGING TO JOIST. 2-8d TOENAIL EACH END PROJECT
<br /> STRUCTURAL REPAIR FOR
<br /> WOODBROOK APARTMENTS
<br /> 0 FASTENER SCHEDULE 525 112TH ST SOUTHEAST
<br /> NTS
<br /> EVERETT,WA 98208
<br /> CUENT:
<br /> CUSHMAN AND WAKEFIELD
<br /> 11235 SE 6TH ST SUITE 200
<br /> BELLEVUE,WA 98004
<br /> SHEET TITLE:
<br /> FASTENER SCHEDULE
<br /> FOR CUENPS SOLE USE PER GOVERNING CONTRACT
<br /> AND UMITED TO APPLICABLE PROJECT.NO
<br /> MODIFICATIONS OR REPRODUCTIONS WMIOUT
<br /> WRITTEN APPROVAL OF RIMKUS.CONTRACTOR SOLELY
<br /> RESPONSIBLE FOR VERIFYING ALL DIMENSIONS.
<br /> PROJECT NO 100239362
<br /> DATE IYM-DI: 2024-01-5
<br /> SCALE: AS NOTED
<br /> DESIGNED BY: RIMKUS
<br /> DRAWN BY: DJH
<br /> CHECKED BY: RJD
<br /> DRAWNGNO: S601
<br /> SHEET NO:
<br />
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