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2016 CBC TABLE 2304.10.1 FASTENING SCHEDULE(CONTINUED)
<br /> DESCRIPTION OF BUILDING ELEMENTS INUMB,ER AND TYPE OF FASTENER SPACING AND LOCATION 2016 CBC TABLE 2304.10.1 FASTENING SCHEDULE
<br /> WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND DESCRIPTION OF BUILDING ELEMENTS INUMBER AND TYPE OF FASTENER SPACING & LOCATION COMPLERE
<br /> PARTICLEBOARD WALL SHEATHING TO FRAMING4 ROOF
<br /> X
<br /> SUPPORTS RAFTERS OR TRUSSES TO TOP PLATE (3) 1 O BOX(3"x 0.128"); OR
<br /> INCHES INCHES OR OTHER FRAMING BELOW (3) 3"x 0.131" NAILS; OR COMPLERE
<br /> 31. 318"- 112" 6d COMMON OR DEFORMED (2" x 0.113") 6 12 (3) 3" x 14 GAGE STAPES, 7116" CROWN ENGINEERING
<br /> (SUBFLOOR AND WALL) BLOCKING BETWEEN RAFTERS OR (2) 8d COMMON (2 112"x 0.131") EA END, TOENAIL GRl7UP, INC.
<br /> 8d BOX OR DEFORMED (2 112" x 0.113") 6 12 TRUSS NOT AT THE WALL TOP PLATE(2) 3"x 0.131" NAILS
<br /> (ROOF) TO RAFTER OR TRUSS (2) 3"x 14 GAGE STAPLES
<br /> 2 318" x 0.113" NAIL (SUBFLOOR AND WALL) 6 12 (2) 16d COMMON (3 112"x 0.162") END NAIL 4230 Kiernan Avenue, Suite 210
<br /> 1 314"x 16 GAGE STAPLE, 7116" CROWN 4 8 (3) 3"x 0.131" NAILS Modesto, California 95356
<br /> (SUBFLOOR AND WALL) (3) 3"x 14 GAGE STAPLES
<br /> 2 318"x 0.113" NAIL (ROOF) 4 8 FLAT BLOCKING TO TRUSS AND WEB 16d COMMON (3 112"x 0.162") @ 6" o. c. FACE NAIL Phone: 209-545-8165
<br /> 1 314"x 16 GAGE STAPLE, 7/16" CROWN 3 6 FILLER 3" x 0.131" NAILS @ 6" o. c. Fax: 209-545-8170
<br /> (ROOF) 3" x 14 GAGE STAPLES @ 6" o. c.
<br /> 32. 19/32"- 3/4" 8d COMMON (2 1/2" x 0131"); OR 6 12 2. CEILING JOISTS TO TOP PLATE (3) 8d COMMON (2 1/2"x 0.131"); OR EA JOIST, TOENAIL Eugene Wilkins, P. E. E 15062
<br /> 6d DEFORMED (2" x 0.113") (3) 10d BOX(3"x 0.128"); OR Richard L. Flower, P. E. C 50638
<br /> 2 318" x 0.113" NAIL; OR 4 8 (3) 3"x 0.131" NAILS; OR
<br /> 2" x 16 GAGE STAPLE, 7116" CROWN 3 3" x 14 GAGE STAPLES, 7116" CROWN
<br /> 33. 718" - 1 1/4" 1 Od COMMON (3"x 0.148"); OR 6 12 3. CEILING JOIST NOT ATTACHED TO (3) 16d COMMON (3 112"x 0.162"); OR FACE NAIL
<br /> 8d DEFORMED 2 112"x 0.131" PARALLEL RAFTER, LAPS OVER (4) 10d BOX (3"x 0.128"); OR
<br /> OTHER EXTERIOR WALL SHEATHING PARTITIONS (NO THRUST) (SEE (4) 3"x 0.131" NAILS; OR
<br /> 34. 1/2" FIBERBOARD SHEATHING B 1 1/2" GALVANIZED ROOFING NAIL 3 6 SECTION 2308.7.3.1, TABLE 2308.7.3.1) (4) 3" x 14 GAGE STAPES, 7116" CROWN
<br /> (7116" HEAD DIAMETER); OR 4. CEILING JOIST ATTACHED TO PER TABLE 2308.7.3.1 FACE NAIL
<br /> 1 1/4"x 16 GAGE STAPLE wl 7/16" OR 1" PARALLEL RAFTER (HEEL JOINT) (SEE
<br /> CROWN SECTION 2308.7.3.1, TABLE 2308.7.3.1)
<br /> 35. 25132" FIBERBOARD SHEATHING B 1 314" GALVANIZED ROOFING NAIL 3 6 5. COLLAR TIE TO RAFTER (3) 1 Od COMMON (3"x 0.148"); OR FACE NAIL
<br /> (7116" HEAD DIAMETER); OR (4) 10d BOX (3"x 0.128"); OR
<br /> 1 112"x 16 GAGE STAPLE wl 7116" OR 1" (4) 3"x 0.131" NAILS; OR
<br /> CROWN (4) 3" x 14 GAGE STAPES, 7116" CROWN
<br /> WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 6. RAFTER OR ROOF TRUSS TO TOP (3) 1 Od COMMON (3"x 0.148"); OR TOENAIL
<br /> 36. 314"AND LESS 8d COMMON (2 1/2"x 0.131"); OR 6 12 PLATE (SEE SECTION 2308.7.5, TABLE (3) 16d BOX(3 112"x 0.135"); OR
<br /> 6d DEFORMED (2"x 0.113") 2308.7.5) (4) 1 Od BOX(3"x 0.128"); OR
<br /> 16 -- SCALE: NONE 37 7/8"- 1" 8d COMMON (2 112"x 0.131"); OR 6 12 (4) 3"x 0.131" NAILS; OR
<br /> 8d DEFORMED (2 112"x 0.131") 4 3" x 14 GAGE STAPLES, 7116" CROWN
<br /> 38. 1 1/8"- 1 1/4" 10d COMMON (3"x 0.148"); OR 6 12 7. ROOF RAFTERS TO RIDGE VALLEY OR (2) 16d COMMON (3 112"x 0.162"); OR END NAIL
<br /> 8d DEFORMED 2 112"x 0.131" HIP RAFTERS; OR ROOF RAFTER TO (3) 10d BOX (3"x 0.128"); OR
<br /> PANEL SIDING TO FRAMING 2-INCH RIDGE BEAM (3) 3" x 0.131" NAILS; OR
<br /> SIMPSON STRONG-TIE MST37-SEE ROOF FRAMING PLAN 39. 112" OR LESS 6d CORROSION-RESISTANT SIDING 6 12 (3) 3" x 14 GAGE STAPLES, 7116"CROWN
<br /> TOP OF HEADER-ALIGN w/TOP OF WALL DOUBLE TOP (1 7/8" x 0.106")- OR (3) 10d COMMON (3 1/2"x 0.148"); OR TOENAIL
<br /> PLATE BEYOND. 6d CORROSION-RESISTANT CASING (3) 16d BOX(3 1/2"x 0.135"); OR This document, and the ideas and designs
<br /> (2"x 0.099") (4) 1 Od BOX(3"x 0.128"); OR incorporated herein, are the property of
<br /> 40. 518" 8d CORROSION-RESISTANT SIDING 6 12 4 3"x 0.131" NAILS; OR n ompiere d, in whole
<br /> eg Group, inc.,r and will
<br /> O not be used, in whale ar in art for any
<br /> (2 318"x 0.128"); OR (4) 3" x 14 GAGE STAPLES, 7116" CROWN other project other than tha in which t
<br /> 8d CORROSION-RESISTANT CASING WALL was specifically furnished without written
<br /> 2 112"x 0.113" x ); 4 o. c. FACE NAIL authorization.
<br /> PROPOSED HEADER- SEE ROOF FRAMING PLAN INTERIOR PANELING PANELS) 1 O BOX (3" x 0.128"); OR 16" o. c. FACE NAIL
<br /> 41. 1/4" 4d CASING (1 1/2"x 0.080"); OR 6 12 3"x 0.131" NAILS; OR
<br /> 4d FINISH 1 112"x 0.072" (3) 3" x 14 GAGE STAPLES, 7116" CROWN
<br /> 42. 318" 6d CASING (2"x 0.099"); OR 6 12 9. STUD TO STUD AND ABUTTING STUDS 16d COMMON (3 112"x 0.162"); OR 16"o. c. FACE NAIL
<br /> 6d FINISH (PANEL SUPPORTS AT 24 INCHES AT INTERSECTING WALL CORNERS (AT 16d BOX(3 1/2"x 0.135"); OR 12"o. c. FADE NAIL
<br /> FOOTNOTES: BRACED WALL PANELS) 3" x 0.131" NAIL ; 12" o. c. FACE NAIL
<br /> (3) 3"x 14 GAGE STAPLES, 7/16"CROWN
<br /> 10. BUILT-UP HEADER (2"TO 2" HEADER) 16d COMMON 3 112"x 0.162"); OR 16" o. c. EACH EDGE, FACE NAIL 60
<br /> FOR SI: 1 INCH = 25.4 mm. 16d BOX(3 1/2" x 0.135") 12" o. c. EACH EDGE, FACE NAIL Es
<br /> CONTINUOUS HEADER TO STUD (4) 8d COMMON (2 112"x 0.131"); OR TOENAIL
<br /> A. NAILS SPACED AT 6 INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING 11. (4) 10d BOX (3"x 0.128") �('/ � �'����
<br /> OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305.
<br /> 12. TOP PLATE TO TOP PLATE 16d COMMON (3 112"x 0:162"); OR 16 o. c. FACE NAIL '
<br /> NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING. 1 Od BOX(3"x 0.128")- OR 12" o. c. FACE NAIL
<br /> B. SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE +
<br /> 3"x 0.131" NAILS' OR NO, 0638SUPPORTS FOR NONSTRUCTURAL APPLICATIONS. PANEL SUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH AXIS Ct
<br /> 3" x 14 GAGE STAPLES, 7/16" CROWN ��
<br /> IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED). 13. TOP PLATE TO TOP PLATE, AT END (8) 16d COMMON (3 112"x 0.162"); OR EACH SIDE OF END JOINT `
<br /> SECTION C. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULEJOINTS (12) 10d BOX(3"x 0.128"); OR FACE NAIL (MINIMUM 24" LAP 6)
<br /> A AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE, THE NUMBER OF (12) 3"x 0.131" NAILS; OR SPLICE LENGTH EACH SIDE OF
<br /> TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL. C/
<br /> (12) 3 x 14 GAGE STAPLES, 7116 CROWN END JOINT) .VI
<br /> 14. BOTTOM PLATE TO JOIST, RIM JOIST 16d COMMON (3 112"x 0.162"); OR 16" o. c. FACE NAIL CAIU.
<br /> BAND JOIST OR BLOCKING (NOT AT 16d BOX (3 112"x 0.135"); OR 12" o. c. FACE NAIL
<br /> BRACED WALL PANELS) 3"x 0.131" NAILS; OR
<br /> 3" x 14 GAGE STAPLES, 7/16" CROWN
<br /> 5 -- SCALE: NONE 15, BOTTOM PLATE TO JOIST, RIM JOIST, (2) 16d COMMON (3 1/2"x 0.162"); OR 16" o: c. FACE NAIL
<br /> BAND JOIST OR BLOCKING AT BRACED (3) 16d BOX (3 1/2"x 0.135"); OR O" 2"
<br /> 4 x 6 CONT. STRUT AT CEILING
<br /> WALL PANELS (4) 3"x 0.131" NAILS; OR
<br /> (4) 3" x 14 GAGE STAPLES, 7116" CROWN THIS IS THE SCALE OF THE ORIGINAL DRAWING
<br /> CONDITION STUD BORED NOTCH 16, STUD TO TOP OR BOTTOM PLATE (4)8d COMMON (2 112"x 0.131"); OR TOENAIL
<br /> SIMPSON STRONG-TIE MST37-SEE ROOF FRAMING PLAN SIZE HOLE , IN DEPTH, IN (4) 1 Od BOX(3"x 0.128"); OR
<br /> EXTERIOR AND 2 x 4 13/8 718 (4) 3" x 0.131" NAILS; OR
<br /> BEARING 2 x 6 2 13/6 (4) 3" x 14 GAGE STAPLES, 7116" CROWN; OR
<br /> (2)2 x 4 NOTE 4 NOTE 4 (2) 16d COMMON {3 112"x 0.162"), OR END NAIL
<br /> WALL FRAMING BEYOND (2)2 x 6 NOTE 4 NOTE 4 (3) 1 Od BOX (3"
<br /> X . OR RETAIL
<br /> NON-BEARING 2 x 4 2 13/8 (3) 3" x 0.131" NAILS; OR
<br /> (3} 3 x 14 GAGE STAPLES, 7116 CROWN
<br /> BORE PARTITIONS 2 x 6 3 2 MODIFICATIONS
<br /> 17. TOP OR BOTTOM PLATE TO STUD (2) 16d COMMON (3 1/2" x 0.162+'); OR END NAIL
<br /> STUD (3) 1 Od BOX(3"x 0.128"); OR
<br /> SECTION B � (3) 3" x 0.131" NAILS; OR� NOTCH 3 3" x 14 GAGE STAPLES, 7116" CROWN
<br /> 18. TOP PLATES, LAPS AT CORNERS AND (2) 16d COMMON (3 1/2"x 0.162"); OR FACE NAIL
<br /> (E) BRICK INTERSECTIONS (3) 10d BOX (3"x 0.128"); OR
<br /> WALL (3) 3"x 0.131" NAILS; OR
<br /> (3) 3" x 14 GAGE STAPLES, 7116" CROWN
<br /> 19. 1" BRACE TO EACH STUD AND PLATE (2) 8d COMMON (2 112"x 0.131"); OR FACE NAIL
<br /> 4 x 6 DONT. STRUT AT CEILING (2) 1 Od BOX (3"x 0.128"); OR 450 EAST 11 TH STREET
<br /> (2) 3"x 0.131 NAILS; OR TRACY CA
<br /> 10d @ 4"o. G. (2) 3" x 14 GAGE STAPLES 7116" CROWN TRACY,
<br /> CA
<br /> 20. 1" x 6" SHEATHING TO EACH BEARING (2) 8d COMMON (2 1/2"x0.131"); OR FACE NAIL
<br /> 1. STUDS MAT BE BORED OR NOTCHED AS SPECIFIED HEREIN. PORTION OF STUD REMAINING AT NOTCHES OR BORES (2) 10d BOX(3"x 0.128")
<br /> SHALL BE SOUND WOOD WITHOUT STRENGTH-REDUCING CHARACTERISTICS SUCH AS KNOTS, BREAKS,SPLITS, 21• 1" x 8" AND WIDER SHEATHING TO (3) 8d COMMON (2 1/2"X 0.131"); OR FACE NAIL
<br /> EXCESSIVE SLOPE OF GRAIN, ETC. EACH BEARING (3) 10d BOX(3"x 0.128")
<br /> FLOOR
<br /> SIMPSON STRONG-TIE A34 @ 24"o. c. 2. EACH STUD SHALL HAVE NO MORE THAN ONE NOTCH OR BORE FOR ITS ENTIRE LENGTH UNLESS SUCH NOTCHES OR 22, JOIST TO SILL, TOP PLATE, OR GIRDER (3) 8d COMMON (2 112"x 0.131"); OR FLOOR TOENAIL
<br /> ><- i BORES ARE ALIGNED VERTICALLY. (3) 10d BOX (3" x 0.128"); OR STRUCTURAL
<br /> SHEAR WALL PANEL- SEE ROOF FRAMING PLAN (3) 3"x 0.131" NAILS; OR
<br /> 3. NOTCH SHALL NOT BE OVERCUT. BORED HOLE SHALL BE CENTERED ON FACE OF STUD. (3) 3" x 14 GAGE STAPLES, 7116" CROWN
<br /> SECTION 4. POSTS, KING STUDS AND BEARING DOUBLE STUDS SHALL NOT BE NOTCHED OR BORED. 23. RIM JOIST, BAND JOIST, OR BLOCKING 8d COMMON (2 112" x 0.131"); OR 6" o. c., TOENAIL DRAWINGS
<br /> C TO TOP PLATE, SILL OR OTHER 10d BOX (3 x 0.128"); OR
<br /> FRAMING BELOW 3"x 0.131" NAILS; OR
<br /> "+ - -- 3" x 14 GAGE STAPLES, 7116" CROWN
<br /> 14 -- SCALE: NONE 1 O DETAIL SCALE: 3 - 1 -0 6 SCALE: NONE 24. 1 x 6 SUBFLOOR OR LESS TO EACH (2) 8d COMMON (2 1/2"x0.131"); OR FACE NAIL
<br /> NOTES: JOIST (2) 1 Od BOX (3"x 0.128")
<br /> REPAIR CONCRETE SLAB AS SHOWN 25. 2" SUBFLOOR TO JOIST OR GIRDER (2) 16d COMMON (3 112"x 0.162") FACE NAIL
<br /> STUD 1 DBI_STUD PER �+ �" "
<br /> PLAN 1. HARDWARE SHOWN IN THS DETAIL SHALL BE SUPERCEDED BY OTHER SPECIFIC DETAILS WHERE 26. 2 PLANKS (PLANK& BEAM - FLOOR& (2) 16d COMMON (3 112 x 0.162 ) EACH BEARING, FACE NAIL
<br /> (E) CONCRETE SLAB ON GRADE (E) BRICK WALL SPECIFIED. ROOF) STRU CTU RAL
<br /> SIMPSON STRONG-TIE 27. BUILT-UP GIRDERS AND BEAMS, 2" 20d COMMON (4 x 0.192") 32 o. c., FACE NAIL AT TOP&
<br /> DTT2Z wl(8) 914 x 1 112 2. ROOF FRAMING NOT SHOWN FOR CLARITY. LUMBER LAYERS BOTTOM STAGGERED ON DETAILS
<br /> SDS TO STUD
<br /> OPPOSITE SIDES
<br /> 1 3/4"TYP. CONT. DOUBLE TOP PLATE 10d BOX(3"x 0.128"); OR 24" o. c., FACE NAIL AT TOP &
<br /> .1117711_ _- I 3"x 0.131" NAILS; OR BOTTOM STAGGERED ON
<br /> -�I-I I I-I I (E) FOUNDATIONLAP PLATES 4'-O" MIN.AT 3" x 14 GAGE STAPLES. 7116" CROWN OPPOSITE SIDES
<br /> I H-1 1 I. " LOCATE SPLICE SPLICES w/(16) 16d STAGGERED AND: ENDS AND AT EACH SPLICE,
<br /> 6
<br /> im In
<br /> OVER STUDDBL STUDS WHERE SPECIFIED wl 16d AT 12" o. c. (2) 20d COMMON (4"x 0.192"); OR FACE NAIL
<br /> (3) 10d BOX (3" x 0.128"), OR
<br /> FILL TRENCH WI MATERIAL ASL (3) 3"x 0.131" NAILS; OR
<br /> INDICATED IN NOTE 2. a R- SEE PLAN {2} SIMPSON A34 (3) 16d AT TYP. (3) 3" x 14 GAGE STAPLES, 7/16" CROWN
<br /> (3) 16d AT OPNG. > 6'-0"
<br /> o CORNER LAP 28. LEDGER STRIP SUPPORTING JOISTS (3) 16d COMMON (3 1/2"x 0.162"); OR EACH JOIST OR RAFTER, FACE
<br /> SPECIFIED PLUMBING PIPE II II
<br /> 2x6 TRIMMER �(3) 16d OR RAFTERS (4) 10d BOX(3 x 0.128 ); OR NAIL
<br /> VAT 2x6 WALL (4) 3" x 0.131" NAILS; OR 0
<br /> CD (4) 3" x 14 GAGE STAPLES, 7116" CROWN 0
<br /> NOTES: 2x SOLID BL KG (1)2x CRIPPLE 29. JOIST TO BAND JOIST OR RIM JOIST (3) 16d COMMON (3 1/2"x 0.162"); OR END NAIL
<br /> MIN. STUD TO SILL, (4) 10d BOX (3"x 0.128"); OR PROJECT
<br /> 1. TRENCHES PARALLEL TO AND DEEPER THAN-ANY11
<br /> TYP. U.O.N. (4) 3"x 0.131" NAILS; OR
<br /> ADJACTENT EXISTING OR PROPOSED FOOTING, SHALL BE FULL HT. KING ++ NO, 220-34
<br /> LOCATED NOT LESS THAN 45 DEGREES FROM THE NEAREST FULL HT. KIN STUD (4} 3 x 14 GAGE STAPLES, 7116" CROWN
<br /> 5EE NOTE 3 STUD TYP. U.O.N. 2x PLAT 30. BRIDGING OR BLOCKING TO JOIST, (2) 8d COMMON (2 112"x 0.131"); OR EACH END, TOENAIL RELEASE DATE=
<br /> BOTTOM EDGE OF THAT FOOTING. 11 11
<br /> ON PLAN WINDOW RAFTER OR TRUSS (2) 10d BOX(3"x 0.128"); OR 12-04-20
<br /> POST WHERE (2) 3" x 0.131" NAILS; OR
<br /> 2. TRENCHES SHALL BE BACKFILLED IN THIN LAYERS TO 12
<br /> INCHES ABOVE THE TOP OF THE PIPING WITH CLEAN EARTH, SIMPSON STRONG-TIE 112"0x 6" SPECIFIED {2) 3" x 14 GAGE STAPLES, 7116" CROWN PLAN REVIEW,
<br /> WHICH SHALL NOT CONTAIN STONES, BOULDERS, ETC. TITEN HD wl4 5116" EMBED. 0 2x STUDS AT 16" o. c. U.O. .
<br /> THERMOPLASTIC PIPING SHALL BE BEDDED IN NOT LESS 60 (2) SIMPSON A34SIMPSON A35 EA 08-26-21
<br /> THAN 4 INCHES OF GRANULAR FILL SUPPORTING THE SIMPSON STRONG-TIE 112"0 x 5" I� CORNER OF
<br /> PIPING. FILL SHALL BE PROPERLY COMPACTED. TITEN HD @ 16"o. c. W/3 112" AT OPNG. > 6'-0" POST TO SOLE P
<br /> SHEET NO,
<br /> EMBED.
<br /> 3. TRENCH WIDTH FOR THERMOPLASTIC SEWER PIPE SHALL A ELEVATION @)SECTION OPENING TREATED SILL PLATE S2 . 0
<br /> NOT BE LESS THAN 1.25 TIMES THE OUTSIDE DIAMETER OF
<br /> THE PIPING PLUS NOT LESS THAN 16 INCHES. PER PLAN
<br /> LEP. UTILITY TRENCH SCALE: 112"' = 1+-0" 9 WALL HARDWARE AT FOUNDATION SCALE: 1 112" = 1'-0" =5TYP. WALL FRAMING SCALE: NONE 1 FASTENING SCHEDULE SHEET 6 OF 10 SHEETS
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