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LL
<br /> ROOF FRAMING
<br /> PER PLAN
<br /> 2x6 WALL FASTENING SCHEDULE FASTENING SCHEDULE
<br /> 2016 CALIFORNIA BUILDING CODE TABLE 2304,10.1 2016 CALIFORNIA BUILDING CODE TABLE 2304,10.1
<br /> THE FOLLOWING ARE GENERAL REQUIREMENTS OF THE FASTENING SCHEDULE BASED ON THE 2016 GA THE FOLLOWING ARE GENERAL REQUIREMENTS OF THE FASTENING SCHEDULE BASED ON THE 2016 GA
<br /> 4x B I BUILDING CODE, TH15 HANDOUT 15 INTENDED TO PROVIDE ONLY GENERAL INFORMATION, FOR FURTHER BUILDING CODE, TH15 HANDOUT 15 INTENDED TO PROVIDE ONLY GENERAL INFORMATION, FOR FURTHER RED INC, ARCHITECTS
<br /> 1 \ _/<N> W/ 4 HA ER INFORMATION, CONTACT THE BUILDING d SAFETY DIVISION. INFORMATION, CONTACT THE BUILDING d SAFETY DIVISION, 1211 J STREET,MODESTO.GA x5354
<br /> H55bxb PER PLAN 2x10 BLOCK W/
<br /> 2ogs2200
<br /> (2) A34 CLIPS ELEMENT/CONNECTION FASTENER LOCATION ELEMENT/CONNECTION FASTENER LOCATION
<br /> ROOF FLOOR
<br /> SEE ARCH'L. 1, BLOCKING BETWEEN CEILING 3 - 8d COMMON (2 1/2"x0.131"9 TOENAIL EACH END 22. J015T TO SILL, TOP PLATE, 3 - 8d COMMON TOENAIL SEAL:
<br /> tOISTS, RAFTERS OR OR GIRDER 3 - IOd BOX
<br /> T.O.TPATIO AWNING BEAM 3 - IOd BOX (3"x0.128")
<br /> TRUSSES TO TOP PLATE OR 3 - 3"x0,131" NAILS 3 - 3"x0,131" NAILS
<br /> OTHER FRAMING BELOW 3 - 3" 14 GAGE STAPLES, 7/16" GROWN 3 - 3" 14 GAGE STAPLES, 7/16" GROWN O 4ROMOZI�N71
<br /> F IN BLOCKING BETWEEN 2 - 8d COMMON (2 112"x0.131") TOENAIL EACH END 23, RIM JOIST, BAND JOIST, OR 8d COMMON b" O.G., TOENAIL
<br /> (2) 1/2"0 M.B. W/ -V Y RAFTERS OR TRUSS NOT AT 2 - 3"x0.131" NAILS BLOCKING TO TOP PLATE, IOd BOX Q� 9�z
<br /> 3" SQ. WASHER THE WALL TOP PLATE, TO 2 - 3" 14 GAGE STAPLES SILL OR OTHER FRAMING 3"x0.131" NAILS
<br /> No. S 3959
<br /> I/8X RAFTER OR TRUSS BELOW 3" 14 GAGE STAPLES, 7116" GROWN Exp. 3/31/19
<br /> PL"Ix12x1/4" 2 - Ibd COMMON (3 1/2"x0.1629 END NAIL 24, 1"xb" 5UBFLOOR OR LE55 2 - 8d COMMON FACE NAIL * v
<br /> 3 - 3"x0,131" NAILS TO EACH JOIST 2 - IOd B0X9 CT�b V�P���
<br /> ,
<br /> 1 1/2" 1 1/2" 3 - 3" 14 GAGE STAPLES 25, 2" 5UBFLOOR TO JOIST OR 2 - Ibd COMMON FACE NAIL OF cki, �
<br /> 5EE D FLAT BLOCKING TO TRUSS Ibd COMMON (3 1/2"x0.169 ® W O.G. FACE NAIL GIRDER
<br /> PLAN AND WEB FILLER 3 - 3"x0.131" NAILS @ b" O.G. 26. 2" PLANK 2 - Ibd COMMON EACH BEARING, FACE NAIL
<br /> 3 - 3" 14 GAGE STAPLES 0 6" O.G.
<br /> 2. CEILING JOISTS TO TOP 3 - 8d COMMON TOENAIL EACH J015T 21. BUILT-UP GIRDERS AND 20d COMMON 32" O.G. FACE NAIL AT TOP
<br /> PLATE 3 - IOd BOX BEAMS, 2" LUMBER LAYERS AND BOTTOM STAGGERED
<br /> (2) 1/2"m M.B. 3 - 3"x0.131" NAILS ON OPPOSITE SIDES
<br /> - J 3 - 3" 14 GAGE STAPLES, 7/16" GROWN IOd BOX 24" O.G. FACE NAIL AT TOP
<br /> 3, CEILING JOIST NOT 3 - Ibd COMMON FACE NAIL 3"x0.131" NAILS AND BOTTOM STAGGERED
<br /> ATTACHED TO PARALLEL 4 - IOd BOX 3" 14 GAGE STAPLES, 7116" GROWN ON OPPOSITE SIDES
<br /> 1x12xi/4" PLATE RAFTER, LAPS OVER 4 - 3"x0.131" NAILS AND ENDS AT EACH SPLICE,
<br /> 12" PARTITIONS (NO THRUST) 4 - 3" 14 GAGE STAPLES, 7/16" GROWN 2 - 20d COMMON FACE NAIL 0 Q Q
<br /> AG UNIT (TABLE AND SECTION
<br /> PER MECH'L \-4x4 BLOCKING 2308.7.3.1) 3 - 3 x0.81031 C EE: �n � o a IE: 1E: FR o a ¢�
<br /> NAILS
<br /> W/ HU44 HANGER 4, CEILING JOISTS ATTACHED TABLE 2308,7,3.1 FACE NAIL 3 - 3" 14 GAGE STAPLES, 7116" GROWN i 5 0 " F 5 T R E E T
<br /> "
<br /> T❑S�❑� 850D �❑S�❑� MODE STOCA 95354
<br /> TO PARALLEL RAFTER 28. LEDGER STRIP SUPPORTING 3 - Ibd COMMON EACH JOIST OR RAFTER, TEL. (2 0 9) 57 2-4 4 3 0 B
<br /> FSD
<br /> SCALE I SCALE I (HEEL JOINT) (TABLE AND JOISTS OR RAFTERS 4 - IOd OX FACE NAIL FAX. (2 0 9) 5 7 2-4 4 3 6
<br /> 5 1"❑1'[f)" SD5 1"111'[0„ A/C UNIT ROOF OPENING FRAMNG SECTION 2308.7.3.1) 4 - 3"x0,131" NAILS WWW.M0ZAFFAR1.NET
<br /> 5, COLLAR TIE TO RAFTER 3 - IOd COMMON FACE NAIL 4 - 3" 14 GAGE STAPLES, 7/16" GROWN
<br /> 4 - IOd BOX 2q. JOIST TO BAND JOIST OR 3 - Ibd COMMON END NAIL
<br /> 4 - 3"x0.131" NAILS RIM JOIST 4 - IOd BOX
<br /> 4 - 3" 14 GAGE STAPLES, 7/16" GROWN 4 - 3"x0.131" NAILS
<br /> 6. RAFTER OR ROOF TRU55 3 - IOd COMMON TOE NAIL(-) 4 - 3" 14 GAGE STAPLES, 7116" GROWN
<br /> 3/16 V TO TOP PLATE (TABLE AND 3 - 1bd BOX 30, BRIDGING OR BLOCKING TO 2 - 8d COMMON EACH END, TOENAIL
<br /> SECTION 2308.7,5) 4 - IOd BOX JOIST, RAFTER OR TRU55 2 - IOd BOX
<br /> 4 - 3"x0.131" NAILS 2 - 3"x0.131" NAILS
<br /> 4 - 3" 14 GAGE STAPLES, 7/16" GROWN 2 - 3" 14 GAGE STAPLES, 7116" GROWN
<br /> STIFFENER, SEE 2/5D3 6" 1/8 7, ROOF RAFTERS TO RIDGE 2 - Ibd COMMON END NAIL WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO
<br /> H55bxb COLUMN VALLEY OR HIP RAFTERS; 3 - IOd BOX FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMIN&W
<br /> PER PLAN 5 1/4"x1b" P5L OR ROOF RAFTER TO 2" 3 - 3"x0.131" NAILS
<br /> 3x NAILER RIDGE BEAM 3 - 3" 14 GAGE STAPLES, 7/16" GROWN 31. 3/8" - 1/2" bd COMMON OR DEFORMED (2"x0.113") b" EDGE
<br /> 3 - IOd COMMON TOENAIL (5UBFLOOR AND WALL) 12" INTERMEDIATE
<br /> 4 - IOd BOX r u
<br /> 8d BOX OR DEFORMED (ROOF)
<br /> 4 - 3"x0.131" NAILS
<br /> I I 2 3/8"x0.113" NAIL (SUBFLOOR AND WALL)
<br /> 1/8 TYP, 4 - 3" 14 GAGE STAPLES, 7/16" GROWN
<br /> 11 1 k l� I
<br /> WALL 1 3/4" 16 GAGE STAPLE, 7116" GROWN 4" EDGE by HILTON
<br /> W BEAM PER PLAN o 8. STUD TO STUD (NOT AT Ibd COMMON 24" O.G. FACE NAIL8" INTERMEDIATE SUPPORTS
<br /> PATIO SLAB III III HSS7x7x3/Ib" SLEEVE 112„ ° ° BRACED WALL PANELS)
<br /> 2 3/8"x0.113" NAIL (ROOF)
<br /> PER ARCH'L. dJ III III 10d BOX 16" O.G. FACE NAIL 13/4" 16 GAGE STAPLES, 7/16" GROWN 3" EDGE
<br /> 3"x0.131" NAILS (ROOF) W INTERMEDIATE SUPPORTS
<br /> III III PL I/4" ECCOG WELDED 3" 14 GAGE STAPLES, 7/16 GROWN 32. ICl/32" - 3/4" 8d COMMON b" EDGE
<br /> III III TO PL 1/4" q, STUD TO STUD AND Ibd COMMON 16" O.G. FACE NAIL bd DEFORMED 12" INTERMEDIATE
<br /> III III ABUTTING STUDS AT SUPPORTS
<br /> (2) 3/4"cD A325 BOLTST13/16 3 SIDES INTERSECTING WALL Ibd BOX 12" O.G. FACE NAIL 2 3/8"x0.113" NAIL 4" EDGE
<br /> CORNERS (AT BRACED 2" 16 GAGE STAPLES, 7/16" GROWN 8" INTERMEDIATE SUPPORTS
<br /> III o III WALL PANELS) 3"x0.131" NAILS 12" O.G. FACE NAIL `
<br /> GOLD JOINT1
<br /> 33. 7/8" - I/4" IOd COMMON 6" EDGE
<br /> III III PLI/2 GAP PLATE 3" 14 GAGE STAPLES, 7/16" GROWN 8d DEFORMED 12" INTERMEDIATE
<br /> 10. BUILT-UP HEADER Ibd COMMON Ib" O.G. EACH EDGE, FACE
<br /> O w III III 3/16 SUPPORTS
<br /> z � III III NAIL
<br /> Ibd BOX 12" O.G. EACH EDGE, FACE OTHER EXTERIOR WALL SHEATHING
<br /> III III H55 COLUMN PER PLAN TYP, NAIL
<br /> 3/16 34. 112" FIBERBOARD 1 1/2" GALVANIZED ROOF NAIL 3" EDGE
<br /> 0 11, CONTINUOUS HEADER TO 4 - 8d COMMON TOENAIL SHEATHINOM 1 1/4" Ib GAGE STAPLE WITH 7/Ib" OR I" W INTERMEDIATE SUPPORTS
<br /> z STUD 4 - IOd BOX GROWN
<br /> 12, TOP PLATE TO TOP PLATE Ibd COMMON 16" O.G. FACE NAIL 35. 25/32" FIBERBOARD 1 3/4" GALVANIZED ROOF NAIL 3" EDGE
<br /> SEE 6/SD3 SHEATHING(') 1 1/2" 1b GAGE STAPLES WITH 7116" OR 1" W INTERMEDIATE SUPPORTS
<br /> #5 CONT, m� IOd BOX 12" O.G. FACE NAIL
<br /> GROWN
<br /> TOP Q BOTTOM 18 3"x14 C7AGE NAILS 5 APLE5, 7/16" GROWN WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING
<br /> 13, TOP PLATE TO TOP PLATE, 8 - Ibd COMMON EACH SIDE OF END JOINT, 3b, 3/4" AND LESS 8d COMMON W EDGE Qi
<br /> AT END JOINTS 12 - IOd BOX FACE NAIL (MIN. 24" LAP bd DEFORMED 12" INTERMEDIATE
<br /> 12 - 3"x0.131" NAILS SPLICE LENGTH EACH SIDE
<br /> 12 - 3" 14 GAGE STAPLES, 7116" GROWN OF END JOINT) 37. 7/8" - 1" 8d COMMON b" EDGES
<br /> 850 D _S_ Id 14, BOTTOM PLATE TO JOIST, Ibd COMMON Ib" O.G. FACE NAIL 8d DEFORMED 12" INTERMEDIATE
<br /> 14 SCALE 10 SCALEI I RIM JOIST, BAND J015T OR SUPPORTS
<br /> BLOCKING (NOT AT BRACED Ibd BOX 12" O.G. FACE NAIL 38, I I/8" - 1 1/4" IOd COMMON W EDGE
<br /> SD5 1"Ell'[f)" SD5 1"111'10" WALL PANELS) 3"x0.131" NAILS 8d DEFORMED 12" INTERMEDIATE
<br /> 3" 14 GAGE STAPLES, 7/Ib" GROWN SUPPORTS
<br /> 15, BOTTOM PLATE TO JOIST, 2 - Ibd COMMON Ib" O.G. FACE NAIL PANEL SIDING TO FRAMING
<br /> RIM JOIST, BAND J015T OR 3 - Ibd BOX
<br /> BLOCKING AT BRACED 4 - 3"x0.131" NAILS 3q. 1/2" OR LE55 bd CORROSION-RESISTANT SIDING W EDGE Q
<br /> WALL PANELS 4 - 3" 14 GAGE STAPLES, 7/16" GROWN bd CORROSION-RESISTANT CASING 12" INTERMEDIATE Z
<br /> W Ib, STUD TO TOP OR BOTTOM 4 - 8d COMMON TOE NAIL SUPPORTS (Y
<br /> PLATE 4 - IOd BOX 40. 5/8" 8d CORROSION-RESISTANT SIDING W EDGE
<br /> 4 - 3"x0.131" NAILS 8d CORROSION-RESISTANT CASING 12" INTERMEDIATE ILL
<br /> 4 - 3" 14 GAGE STAPLES, 7/16" GROWN SUPPORTS J
<br /> CANTILEVERED BEAM
<br /> INTERIOR PANELING
<br /> PER PLAN 2 - Ibd COMMON END NAIL
<br /> 3 - IOd BOX v
<br /> ADD FHA18 AT EACH SIDE WHEN 3 - 3"x0.131" NAILS 41, I/4" 4d CASING 6" EDGE
<br /> TOP PLATES ARE DRILLED OR 3 - 3" 14 GAGE STAPLES, 7116" GROWN 4d FINISH 12" INTERMEDIATE
<br /> NOTCHED MORE THAN WX2 11, TOP OR BOTTOM PLATE TO 2 - Ibd COMMON END NAIL SUPPORTS
<br /> 14 STUD 3 - IOd BOX 42. 3/8" bd CASING 6" EDGE
<br /> D4 TOP PLATES 3 - 3"x0.131" NAILS bd FINISH IPPORT
<br /> " MEDIATE
<br /> SU
<br /> 3 - 314 GAGE STAPLES, 7/16" GROWN
<br /> 18. TOP PLATES, LAPS AT 2 - Ibd COMMON FACE NAIL
<br /> CORNERS AND 3 - IOd BOX FOR 51: 1 INCH = 25.4 mm
<br /> 2x6 STUDS INTERSECTIONS 3 - 3"x0,131" NAILS a
<br /> 3 - 3" 14 GAGE STAPLES, 7/16" GROWN Ci. NAILS SPACED AT 6 INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48" OR O
<br /> _ Iq. I" BRACE TO EACH STUD 2 - 8d COMMON FACE NAIL MORE, FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS
<br /> x AND PLATE 2 - IOd BOX AND 5HEARWALL5, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE
<br /> SIMPSON FHA18
<br /> 6x6 BLOCK 2 - 3"x0.131" NAILS PERMITTED TO BE COMMON, BOX OR CASING.
<br /> I W/ (8) Ibd NAILS 2 - 3" 14 GAGE STAPLES, 7116" GROWN n
<br /> 20. 1"xb" SHEATHING TO EACH 2 - 8d COMMON FACE NAIL b. SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT
<br /> HDQB 2x STUD WALL BEARING 2 - IOd BOX INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS. PANEL SUPPORTS AT 16 O
<br /> 5" 50, WASHER I 21. 1"x8" AND WIDER SHEATHING 3 - 8d COMMON FACE NAIL INCHES (20 INCHES IF STRENGTH AX15 IN THE LONG DIRECTION OF THE PANEL, UNLESS n^
<br /> iTO EACH BEARING 3 - IOd BOX OTHERWISE MARKED). C=
<br /> I
<br /> G HHERE A RAFTER 15 FASTENED TO AN ACCORDANCE WITH TH15 SCHEDULE AND DHE GEIRG
<br /> LING5
<br /> J015T FASTENED I 1
<br /> TO THE TOP O
<br /> PLATE IN ACCORDANCE WITH THIS SCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTERS
<br /> SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL,
<br /> GMSTGIb FINISH, SEE ARCH-L. '"SEE TABLE 2304,10.1 FOR MORE INFORMATION, Rm
<br /> 4'-0" LONG STRAP
<br /> I
<br /> 6 10 Ip
<br /> CANTILEVERED BEAM
<br /> PER PLAN
<br /> O
<br /> I
<br /> PLAN VIEW 850 D i 3
<br /> 15 SCALE 11 SCALEI1 1-1 SCALE❑
<br /> SD5 1"Ell'[f)" SD 5 1"❑1'[0" SD5 1"I]1'10" C,
<br /> Z
<br /> PATIO HSS BEAM PER PLAN EN EN SEE ARGH'L � v O
<br /> Jr �
<br /> 3/16 V 3/16 ROOF SHEATHING DRAG TRU55 OVER WALL. CRICKET PER / 2x6 W/ WHO T_
<br /> T_
<br /> -SEE PLAN SEE PLAN FOR DRAG LOAD DESIGN. ARCH'L ® 12" O.G.
<br /> OPTIONAL: STUDDED TRU55 W/ / J
<br /> 2xb 0 16" O.G. /-"�
<br /> 6 1/2X6 1/2X3/16" BELOW SHEATHING TO MATCH SHEARWALL ROOF SHEATHING /
<br /> GAP PLATE lbx3x3lib" KNIFE PLATE EN VARIES
<br /> EN SEE ARCH'L 0
<br /> PER PLAN / EN EN
<br /> Ibd � 12" O.G. EN EN REVISIONS BY
<br /> 3/4" PLYWOOD 6xbx3/16" KNIFE PLATELA 3/16
<br /> 2xb RIBBON
<br /> 3/4" GYP, CRETE
<br /> EN EN
<br /> EN
<br /> EN
<br /> 2x BLOCK
<br /> 2x JOISTS
<br /> PER LAN
<br /> 6x12 HEADER, SEE PLAN DATE: 02-27-19
<br /> DG HANGER 11/4" EN TRUSSES
<br /> -SEE PLAN
<br /> TYP. M5TbO, PLATE TO BLOCKING H55 COLUMN PER PLAN EN EN SCALE: AS SHOWN
<br /> EN, PATIO HSS BEAM
<br /> PER PLAN 1114„ 3g'-6 5/8"
<br /> Z -
<br /> SEE D ry LTP4 @ 12" O.G. Jr ENGINEERED BY: AM-JKE
<br /> - HU526 EA TRUSS WINDOW HEADER
<br /> PLAN
<br /> bx BLOCKING ® STRAP
<br /> AS OCCURS
<br /> - - - A35 0 12" O,C., U.O,N, PRE MANUFACTURED DRAWN: EM
<br /> o -
<br /> I I I m
<br /> TRU55E5 @ 24" O.G.
<br /> ° - SEE PLAND Q LAN JOB NO.: 18-7850
<br /> T 2x6 (2) 2x6 TOP PLATES
<br /> P
<br /> TOP PLATES, BEYOND - - WHERE OCCURS
<br /> 2x6 ® 16" O.G. (2) I/2"m M.B.
<br /> 2x6 0 16" O.G. SHEET NO.:
<br /> FIRE RATED
<br /> WALL ASSEMBLY
<br /> PER ARCH'L ^ - SD5
<br /> S� 850 !I❑S�C❑ !�d ❑850 D❑��S�❑❑d � ❑❑❑d
<br /> 16 SCALE 12 SCALE❑ 8 SCALE❑ WDOIIk 4 SCALED WD01174
<br /> S D5/ 1"❑1-EW S D5 1"❑1'[0" S D 5 1"111,10" SDV Vi 11,10" PRINTED: 3/4/2019
<br />
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