|
RAFTER SPAN TA5LE
<br />MEMBER SIZE AND 5FACING"
<br />MAXIMUM LENGTH
<br />MEMBER CONNECTIONS*
<br />2' X 4' m 16' O.C.
<br />1'-5'
<br />(2) 16d TOENAILS
<br />2' X 6' I1 16' O.C.
<br />10'-8'
<br />(2) 16d TOENAILS
<br />2' X S' 6 16' O.C.
<br />13'-9'
<br />(3) 16d TOENAILS
<br />2' X 10' a 16' O.C.
<br />16'-5
<br />(1) USP HTUJ20 OR (3) 16d TOENAILS
<br />2' X 12' 6 16' O.C.
<br />19'-3'
<br />(1) USP HTW20 OR (4) 16d TOENAILS
<br />2' X 4' 9 24' O.G.
<br />6'-1'
<br />(2) 16d TOENAILS
<br />2' X 6' 6 24' O.G.
<br />8'-0
<br />(2) 16d TOENAILS
<br />2' X 8' f1 24' O.G.
<br />11'-0'
<br />(2) 16d TOENAILS
<br />2' X 10' a 24' O.G.
<br />13'-0'
<br />(3) 16d TOENAILS
<br />2' X 12' a 24' O.C.
<br />15'-4'
<br />(1) USP HTW20 OR (3) 16d TOENAILS
<br />* TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
<br />** SOUTHERN YELLOW PINE, 55 FSF LOADING
<br />"D2 x 4 MEMBER TO BE SYP"1 NON -DENSE OR BETTER
<br />FILL CELL STD. 900 HOOK BOND BEAM
<br />II
<br />ROOF DIAPHRAGM NAILING 5GHEDULE
<br />USP--
<br />RID6E LINE
<br />� MUGT15 TYP GI D
<br />COMPONENT & CLADDING DESIGN PRESSURE
<br />(140mph (Vasd = 108mph), enclosed, 3 sec. gust, 2.1/12 to 6.9/12 pitch, Exposure C, Height = Up to 30 feet, Occupancy Cat. II)
<br />TRIBUTARY AREA (ft2)
<br />ROOF
<br />WALL
<br />ZONE1
<br />ZONE2
<br />ZONE3
<br />ZONE4
<br />ZONE5
<br />10
<br />17.1
<br />-26.6
<br />17.1
<br />-46.2
<br />17.1
<br />-68.6
<br />29.7
<br />-30.8
<br />29.7
<br />-39.2
<br />20
<br />15.5
<br />-25.2
<br />15.5
<br />-43.4
<br />15.5
<br />-64.4
<br />28.3
<br />-30.8
<br />28.3
<br />-36.4
<br />50
<br />14.0
<br />-25.2
<br />14.0
<br />-37.8
<br />14.0
<br />-58.8
<br />26.6
<br />-28.0
<br />26.6
<br />-32.2
<br />100
<br />14.0
<br />-23.8
<br />14.0
<br />-33.6
<br />14.0
<br />-54.6
<br />25.2
<br />-26.6
<br />25.2
<br />-30.8
<br />125
<br />14.0
<br />-23.8
<br />14.0
<br />-33.6
<br />14.0
<br />-54.6
<br />25.2
<br />-26.6
<br />25.2
<br />-30.8
<br />Notes:
<br />1. For effective areas or wind speeds between those given above the load may be interpolated, otherwise use the load associated with the lower effective area.
<br />2. Table values shall be adjusted for height and exposure by multiplying by adjustment coefficients in Table R301.2(3) of the 6th Edition (2017) FBC, Residential volume
<br />3. Plus and minus signs signify pressures acting toward and away from the building surfaces.
<br />4. Table values have been multiplied by 0.6 to convert component and cladding pressures to ASD.
<br />CONNECTION CROSS-REFERENCE
<br />USP STRUCTURAL CONNECTORS
<br />SIMPSON STRONG -TIE
<br />CONNECTOR
<br />G RAVITY (100%)
<br />UPUFT(LBS)
<br />LATERAL,
<br />I F2(LBS)
<br />FASTENERS
<br />CONNECTOR
<br />GRAVITY(300•�)
<br />UPUFT(LBS)
<br />LATERAL,
<br />I F2(LBS)
<br />FASTENERS
<br />SYP SPF
<br />I SYP I SPF
<br />SYP SPF
<br />SYP I SPF
<br />MASONRY/CONCRETE APPLICATIONS
<br />MASONRY/CONCRETE APPLICATIONS
<br />HTA16
<br />-
<br />-
<br />1870
<br />1608
<br />710 (611)
<br />9-10d x 11/2"
<br />HETA16
<br />-
<br />-
<br />1810
<br />-
<br />795
<br />9-10d x 11/2"
<br />HTA20
<br />-
<br />-
<br />1870
<br />1608
<br />710 (611)
<br />9-10d x 11/2"
<br />HETA20
<br />-
<br />-
<br />1810
<br />-
<br />795
<br />9-10d x 11/2"
<br />RT16M
<br />-
<br />-
<br />1395
<br />1395
<br />480
<br />9-10d x 11/2" & (4) 1/4" x 13/4"
<br />TAPCON
<br />HM9KT
<br />-
<br />-
<br />805
<br />805
<br />200
<br />(4) SDS 1/4" x 11/2" & (51 1/4" x 2
<br />1/4" TITEN 2
<br />HTT16
<br />-
<br />-
<br />3500*
<br />3104*
<br />_
<br />18-10d & (1) 5/8" 0 A.B. W/
<br />12 V2" EMBED.
<br />HTT4
<br />-
<br />-
<br />3500*
<br />3105*
<br />-
<br />18-10d x 11/2" & (1) 5/8" o A.B.
<br />W/ 12 1/2" EMBED.
<br />HTT45
<br />-
<br />-
<br />3500*
<br />3500*
<br />_
<br />18-10d & (1) 5/8" 0 A. B. W/
<br />12 V2" EMBED.
<br />HTT5
<br />-
<br />-
<br />3500*
<br />3500*
<br />I
<br />_
<br />26-10d x 11/2" & (1) 5/8" 0 A.B.
<br />W/ 12 1/2` EMBED.
<br />LUGT2
<br />-
<br />-
<br />1550
<br />1550
<br />475 (400)
<br />16-10d & (5) 1/4" x 3" POWERS
<br />WEDGE BOLTS
<br />LGT2
<br />-
<br />-
<br />2150
<br />1850
<br />_
<br />16-16d SINKERS & (7) 1/4 x 2 114"
<br />TITEN 2
<br />LUGT3
<br />-
<br />-
<br />3525
<br />3240
<br />-
<br />(12) 1/4" x 21/2" WOOD SCREWS
<br />& (4) 3/8" x 5" POWERS WEDGE
<br />BOLTS
<br />LGT3
<br />-
<br />-
<br />3285
<br />2365
<br />-
<br />(12) SDS 1/4" x 3" & (4) 3/8" x 5"
<br />TITEN HD
<br />LT519-TZ
<br />-
<br />-
<br />1205*
<br />1036*
<br />-
<br />8-10d & (1) 3/4" 0 A.B. W/ 6"
<br />EMBED.
<br />LTT79
<br />-
<br />-
<br />1310*
<br />1125*
<br />-
<br />8-10d x 11/2" & (1) 3/4" o A.B. W/
<br />6" EMBED.
<br />LTF131
<br />-
<br />-
<br />2100*
<br />2100*
<br />_
<br />18-10d x 11/2" & (1) 5/8" 0 A.B.
<br />W/ 71/2" EMBED.
<br />LTTI31
<br />-
<br />-
<br />1350*
<br />1160*
<br />_
<br />18-10d x 11/2" & (1) 5/8" 0 A.B.
<br />W/ 5" EMBED.
<br />MUGT15
<br />-
<br />-
<br />2556**
<br />2556**
<br />_
<br />22-10d & (1) 5/8" 0 A.B. W/ 12"
<br />EMBED.
<br />MGT
<br />-
<br />-
<br />2556**
<br />2556**
<br />_
<br />22-10d & (1) 5/8" 0 A.B. W/ 12"
<br />EMBED.
<br />RFUS
<br />-
<br />-
<br />5500
<br />4730
<br />_
<br />(12) 1/4" x 3" WOOD SCREWS & (4)
<br />3/4" x 6" POWERS WEDGE BOLTS+
<br />FGTR
<br />-
<br />-
<br />5000
<br />3600
<br />_
<br />(18) SDS V T' x 3" & (2) 1/2" x 5"
<br />TITEN HD
<br />FRAME APPLICATIONS
<br />FRAME APPLICATIONS
<br />RT7
<br />-
<br />-
<br />585
<br />495
<br />195(160)
<br />10-8d x 11/2"
<br />H2.5A
<br />-
<br />-
<br />575
<br />495
<br />1 110
<br />1 10-8d x 11/2"
<br />RT16A
<br />-
<br />-
<br />1380
<br />1160
<br />645 (545)
<br />9-10d x I V2" & 8- 10d
<br />H10A
<br />-
<br />-
<br />1340
<br />1015
<br />285
<br />18-10d x 11/2"
<br />RT16-2
<br />-
<br />-
<br />1160
<br />975
<br />415(345)
<br />16-8d x 11/2"
<br />HlOA-2
<br />-
<br />-
<br />1245
<br />1070
<br />260(225)
<br />18-10d x 11/2"
<br />SPT22
<br />-
<br />-
<br />685
<br />589
<br />260(223)
<br />8-10d
<br />SP1
<br />-
<br />-
<br />585
<br />535
<br />-
<br />10-10d
<br />SPT24
<br />-
<br />-
<br />1030
<br />885
<br />260(223)
<br />12-10d
<br />SP2
<br />-
<br />-
<br />1065
<br />605
<br />-
<br />12-10d
<br />SPT4
<br />-
<br />-
<br />945
<br />812
<br />-
<br />6-10d x 11/2"
<br />SP4
<br />-
<br />-
<br />440
<br />380
<br />-
<br />6-10d x 11/2"
<br />SPTH4
<br />-
<br />-
<br />1730
<br />1487
<br />-
<br />12-10d x 1 V2"
<br />SPH4
<br />-
<br />-
<br />1240
<br />1065
<br />-
<br />10-10d x 11/2"
<br />MUGT15+
<br />PHD4A
<br />4175***
<br />3590***
<br />-
<br />22-10d & (1) 5/8" 0 BOLT
<br />(10) 1/4" x 3" WOOD SCREWS
<br />MGT+
<br />HDU4-SDS2.5
<br />_
<br />_
<br />3965***
<br />3285***
<br />525
<br />22-10d & (1) 5/8" 0 BOLT
<br />(10) SDS 1/4" x 2 1/2"
<br />LUGT2
<br />-
<br />-
<br />2260
<br />1900
<br />505(425)
<br />32-10d
<br />LGT2
<br />-
<br />-
<br />2050
<br />1785
<br />170
<br />30-16d SINKERS
<br />HTW20
<br />-
<br />-
<br />1530
<br />1285
<br />-
<br />20-10d
<br />HTS20
<br />-
<br />-
<br />1450
<br />1245
<br />-
<br />20-10d
<br />LSTA18
<br />-
<br />-
<br />1235
<br />1110
<br />-
<br />14-10d
<br />LSTA18
<br />-
<br />-
<br />1235
<br />1110
<br />-
<br />14-10d
<br />LSTA24
<br />-
<br />-
<br />1235
<br />1235
<br />-
<br />16-10d
<br />LSTA24
<br />-
<br />-
<br />1235
<br />1235
<br />-
<br />18-10d
<br />LSTA30
<br />-
<br />-
<br />1640
<br />1640
<br />-
<br />22-10d
<br />LSTA30
<br />-
<br />-
<br />1640
<br />1640
<br />-
<br />22-10d
<br />LSTA36
<br />-
<br />-
<br />1640
<br />1 1640
<br />-
<br />22-10d
<br />LSTA36
<br />-
<br />-
<br />1640
<br />1640
<br />-
<br />24-10d
<br />HUNG APPLICATIONS
<br />HUNG APPLICATIONS
<br />MSH29
<br />2980
<br />2190
<br />785
<br />615
<br />-
<br />10-10d & 4-10d
<br />THA29
<br />2260
<br />1740
<br />560
<br />480
<br />-
<br />8-10d & 4-10d
<br />HUS26
<br />2760
<br />2373
<br />1925
<br />1655
<br />-
<br />20-16d
<br />HUS26
<br />2720
<br />2330
<br />1550
<br />1335
<br />-
<br />20-16d
<br />THD26-2
<br />2770
<br />2382
<br />2340
<br />2012
<br />-
<br />18-16d & 12-10d
<br />HHUS26-2
<br />2785
<br />2390
<br />1550
<br />1335
<br />-
<br />20-16d
<br />THDH26-2
<br />4375
<br />3785
<br />2340
<br />1715
<br />-
<br />28-16d
<br />HGUS26-2
<br />4355
<br />3750
<br />2155
<br />1855
<br />-
<br />28-16d
<br />THD26-2
<br />2770
<br />2382
<br />2340
<br />2012
<br />-
<br />18-16d & 10-10d
<br />HTU26-2
<br />2940
<br />2530
<br />2175
<br />1870
<br />-
<br />20-16d & 20-10d
<br />HD28
<br />1230
<br />1057
<br />780
<br />670
<br />-
<br />8-16d & 4-10d x 11/2"
<br />HU28
<br />895
<br />770
<br />610
<br />525
<br />-
<br />6-16d & 4-10d x 11/2"
<br />HUS28
<br />4170
<br />3586
<br />2570
<br />2210
<br />-
<br />30-16d
<br />HUS28
<br />3965
<br />2905
<br />1 2000
<br />1720
<br />-
<br />30-16d
<br />THD28-2
<br />4310
<br />3706
<br />2595
<br />2231
<br />-
<br />28-16d & 16-10d
<br />HHUS28-2
<br />4210
<br />3615
<br />2000
<br />1720
<br />-
<br />30-16d
<br />HD210-2
<br />2155
<br />1853
<br />1170
<br />1006
<br />-
<br />14-16d & 6-10d
<br />HU210-2
<br />2085
<br />1795
<br />1135
<br />980
<br />-
<br />14-16d & 6-10d
<br />THDH210-2
<br />9010
<br />7205
<br />4370
<br />2620
<br />-
<br />58-16d
<br />HGUS210-2
<br />9100
<br />7495
<br />4095
<br />3525
<br />-
<br />62-16d
<br />KLEG3
<br />W/TOP
<br />FLANGE
<br />12200
<br />-
<br />3845
<br />-
<br />-
<br />(2) 3/4" o A307THRU BOLTS INTO
<br />GIRDER & (4) 3/4" o A307THRU
<br />BOLTS INTO MASONRY
<br />LEG3PC
<br />11865
<br />-
<br />3845
<br />-
<br />-
<br />(2) 3/4" 0 A307 THRU BOLTS INTO
<br />GIRDER & (4) 3/4" o A307THRU
<br />BOLTS INTO MASONRY
<br />THDH414
<br />2520
<br />-
<br />1960
<br />16-16d & (18) POWERSTAPPER+ 3/16" x 13/4"
<br />11414
<br />5085
<br />-
<br />2015
<br />-
<br />-
<br />12-10d & (24) 1/4" x 23/4"TITEN 2
<br />* CAPACITY FOR CONCRETE APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 8" EDGE DISTANCE ONCONCRETE & SET INSIMPSONSET-XPEPDXY
<br />** CAPACITY FOR MASONRYAPPLICATION. ANCHORBOLTRE UIRESMINIMUM2 4"EDGE AN I T GROUTED Q 3/ A END DISTANCE N OTOPDFFULLYGR TIED
<br />CMU WALL & SET IN SIMPSON SET-XP EPDXY
<br />*** CONNECTION MOUNTED VERTICALLY
<br />{) INDICATES VALUES FOR SPRUCE PINE FIR(SPF)
<br />NOTE:
<br />DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OFTHETRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS.
<br />w IR ER TRUSS
<br />0
<br />¢ CONT. #5
<br />90 STD. IL
<br />--- ---
<br />CONT. #5 HOOK 1 BAR 2X TOP PLATE
<br />BAR -----=-J�--
<br />5/8"o
<br />#5 CONT. THRU
<br />_ % J FROM BOLT
<br />15/32" GDx PLYWOOD FOUNDATION -
<br />OR 7LE) 05B (FOR ��J� --
<br />5HINGLE) la/32" CDx TO HIGHEST
<br />PLYWOOD OR O5B BOND BEAM
<br />(FOR TILE) 2 X 6 (MIN) B.U.0
<br />IDG-E LINE BOND BEAM STEP
<br />140 MPH 3 SEGOND GUST EXPOSURE 'O' HIND ZONE 140 MPH 3 SEGOND GUST EXPOSURE 'O' WIND ZONE SCALE: N.T.S. USP
<br />(FOR SHINGLE) (FOR SHINGLE) MUGT15 TYP.
<br />+++++ 4" O.G. © GABLE END WALL OR GABLE TRU55 RSRS-OI NAILS @ 6" O.G NTFRMEDIATE -2nd FLOOR
<br />+ +
<br />+ + + + + + + +
<br />+
<br />+
<br />+ + + + + + + + o
<br />+ + + + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+ + + + + + + + +�
<br />+ + + + + + + + + + + + + +
<br />+
<br />+ +
<br />+
<br />+
<br />+
<br />+ 6'-O" (,YP.)
<br />+ +
<br />+ +
<br />+ +
<br />+
<br />+++
<br />+ +4
<br />+
<br />+
<br />+ + +
<br />+ +
<br />+ +
<br />++
<br />+ +
<br />+ +
<br />+++
<br />+++
<br />+
<br />+ + + + + +
<br />+
<br />+ + + + +
<br />+ + + + + +
<br />+ +
<br />+ +
<br />/++ + O
<br />+ +
<br />+ + + + +
<br />+
<br />++++ + +
<br />+
<br />+ + + + + + + F + + +
<br />+ +
<br />+ +
<br />+
<br />+ +
<br />+ + + + + +
<br />+
<br />..._..._...._.......�_.......-_.,..._._._...,....,...,,.,.�..„..�..,..��.
<br />2 3/8" INGH NAIL LENGTH 2 3/13" INCH NAIL LENGTH
<br />- ---- -------
<br />PLAN FOR MORE INFO
<br />ICI I I
<br />�',1
<br />(FOR TILE) (FOR TILE)
<br />CONT. BASE PLATE
<br />`
<br />RSR5-01 NAILS © 6" OG $ 4" OG ® GABLE END RSR5-01 NAILS @ b" OG EDGE5 6
<br />BEARING COLUMN
<br />TYPICAL USP MUGT15 TO
<br />HTA -1
<br />20 8 / HTA 20
<br />HALL OR GABLE TRUSS RSRS-OI NAILS @ 6" OG INTERMEDIATE
<br />0.120 INGH NOMINAL SHANK DIAMETER (MIN) 0.120 INGH NOMINAL SHANK DIAMETER (MIN.)
<br />-PLYWOOD FLOOR
<br />SEE PLAN FOR REQ 'D ,
<br />SHEATHING PER PLAN
<br />BUILT-UP COLUMN DETAIL
<br />INSTALLATION @ MID SPAN
<br />3 INCH NAIL LENGTH 3 INGH NAIL LENGTH
<br />COLUMN AND
<br />CONNECTION TJI TO BE CUT TO ALLOW
<br />NOTE:
<br />FOR BLOCKINGfTJI
<br />1) R5RS-OI IS A RING SHANK ROOF SHEATHING NAIL MEETING THE: 5PEGIFIGATION5 IN A5TM F1667
<br />2) SEE STRUGTURAL NOTES FOR SHEATHING SPEGIFIGATIONS AND HIND SPEED.
<br />--
<br />NOTE:
<br />3) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OGGUR OVER FRAMING MEMBER.
<br />MASONRY WALL. OR
<br />,
<br />""'
<br />LOCATION OF UPLIFT VALUE
<br />4) SCHEDULEINTERIOR
<br />ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOH PINE OR DOUGLAS FIR OR BETTER.
<br />� BRG. WALL
<br />.....,,,
<br />"""'
<br />SECOND RT16A IS BASED ON
<br />IF ROOF FRAMING GON515T5 OF A LE55ER GRADE OF LUMBER, GONTRAGTOR MUST GONTAGT DANSGO ENGINEERING,
<br />TJI PER PLAN
<br />LLG FOR ALTERNATE FOR NAILING PATTERN.
<br />OTHERWISE SOLID
<br />S.P.F.
<br />BLOCKING TO MATCH
<br />Solid block all posts from ' # OF 2nd FLOOR
<br />above to bearingSTUDS
<br />below.
<br />>�® USP RT16A USING
<br />SECTION @ INT. BRIG. WALL
<br />17-8dx11/2"NAILS
<br />DOUBLE JOIST CONSTRUCTION
<br />UPLIFT = 11601f
<br />Backer and Filler Block Dimensions
<br />BCI®Joist
<br />Backer Block
<br />Thickness
<br />Filler Block Thickness
<br />Series
<br />3/4" or 7/8"
<br />5000s 1.8/1.7
<br />wood panels
<br />Two 3/4" wood panels or 2 x
<br />1-1/8" or two 1/2"
<br />6000s 1.8/1.7
<br />wood panels
<br />2 x _+ 5/8" or 3/4" wood panel
<br />1-1/8" or two 1/2"
<br />6500s 1.8/1.7
<br />wood panels
<br />2 x _+ 5/8" or 3/4" wood panel
<br />1-1/8" or two 1/2"
<br />602.0
<br />wood panels
<br />2 x _+ 5/8" or 3/4" wood panel
<br />902.0
<br />2 x _ lumber
<br />Double 2 x _ lumber
<br />N.T.S.`
<br />(Not required if both loaded equally from above) °
<br />Filler blocking r ° 1/8" min. }Small gap 2" min. `
<br />2" max. 4" max.
<br />1/8" gap
<br />� 1ti
<br />Clinch nails
<br />when
<br />possible
<br />1) Support back of web during nailing to prevent damage to 77
<br />web -flange connection.
<br />2) Block solid between joists for full length of span. Tight fit
<br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
<br />4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min.
<br />2x m CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o c clinched when ossible Sta or rows from o osite
<br />required when indicated or 4" max.
<br />Web Stiffener Fastener Schedule
<br />Joist BearingLocation
<br />Series De th End Intermediate
<br />0
<br />BCI 5000s
<br />9-1 /2"
<br />2-8d
<br />2-8d
<br />11-7/8"
<br />2-8d
<br />-_
<br />3-8d
<br />14"
<br />2-8d
<br />_
<br />5-8d
<br />BCI 6000s�
<br />BC16500sw
<br />9-1/2'
<br />11-718"
<br />2-8d
<br />2-8d
<br />2-8d
<br />3-8d
<br />14"
<br />2-8d
<br />5-8d
<br />16"
<br />1 2-8d
<br />^
<br />b-sd -
<br />BCI60so
<br />11-7/8"
<br />2-8d
<br />3-8d --
<br />14"
<br />2-8d
<br />-5-8d
<br />16"
<br />2-8d
<br />__
<br />6-8d
<br />BCI 90s®
<br />"
<br />3-16d
<br />-3_ 16dY_
<br />14"
<br />5-16d
<br />5-1 bd-
<br />16"
<br />6-16d
<br />6-16d
<br />TYPICAL HUS INSTALLATION
<br />TYPICAL RT16A INSTALLATION
<br />4" MIN. EMBEDMENT
<br />SEE SCHEDULE FOR
<br />O
<br />SIZE AND QUANTITY
<br />O d OF FASTENERS
<br />d O 6
<br />d 6 d p 6
<br />0
<br />6 6 d O 6
<br />O
<br />6dd6 66
<br />p gg pp - Hangers with side nailing. d 6 6 d
<br />OF THE JOIST ASA REQUIRED LEAVING s" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER
<br />Birdsmouthuth cuts. d d
<br />DOUBLE JOIST CONNECTION top flange utss.
<br />- . N.T.S. e
<br />- Under 2nd floor column w/ loads
<br />N.T.S. higher than 15001b.
<br />a
<br />BLOCKING PANEL, INTERIOR TYPICAL HTA 20-18 / HTA 20
<br />SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer=1900 plf max. along bearing wall INSTALLATION TYPICAL MTW INSTALLATION
<br />BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing
<br />Load bearing walls when load bearing - for lateral support when joists I T
<br />Vertical load transfer =1900 plf max along load bearing wall. meet over wall, or wall stacks directly over wail or l�Ai51�� RSWAA
<br />Load bearing wall must stack beam below 1
<br />* over squash=20 blocks and -Load bearing wall must stack over-----_R.YIIENT TABLE
<br />Non-stacking walls * blocking and wall or beam below.* ------'
<br />--------
<br />require additional wall or beam below.
<br />q JOISt
<br />Roof Slope 4-1nd
<br />consideration. Check I Roof Slope 2.12 and Underlaywent I underlayr, e" €
<br />When joists meet over wall, provide Roof Covering,Se tion I ( Greater
<br />local building! Loss ` Than 4:12 Underla_ r am .A a I�me ;
<br />�1/16" 13/4" minimum bearing for each. I -Joist can be offset = y Aal�arrr
<br />code for appropriate g i rrda�y��arrt
<br />up to 3" to avoid
<br />details in One 10d box vertical plumbing ASS T M i 26 Type f o It I A� y
<br />areas=20 of high or-20 sinker � ��- r I�a� =a � t i
<br />" ASIMh ��=1' 69 Type 0, 111 or N,' 't SS O 4=„ 69, T, a `� i 2 E
<br />lateral load. nail each side 3 max Asphalt shingles R9015.2ASTM O^`# I Ak"ST I 7
<br />57
<br />at bearing. JOISTS OFFSET ..,.... mw_". ,.,...
<br />.,....... _ ATM D19€i AST` I #
<br />N.T.S. ............... ..,..,, ...t .........................................................
<br />Concrete anal Clay "Isle i &eion R90aJ-+ �33 )
<br />Provide adequate bearing R905
<br />for each lapped joist. Use 1 Odx3" nails at 6"o.c. for all joist "......:.. .
<br />blocking panel *Non -stacking walls ASTM D221 Type a a.r It I I
<br />Squash block 10d nails require additional consideration. Stal ref aIglaa 1 TITa 9 Tye E III �r iV 1� £ T� I'' ? 21
<br />SECTION n INT. BRG. WALL
<br />(2x4 minimum) l� Rg l2.4 AS I` I D,5767i A t 43 1 � l 3
<br />Bearingwall, Versa -Lam LVL or N.T.S.
<br />I ASTM M 011�)70 €3 AST D 19-10 _
<br />® r '"'"""" "m'""'-""'--' 3Glulam Beam .
<br />SST D226 Ty("t It I I r3 ? i
<br />lr ralwar aaad toll I A =1a1 Lao r TypeI 111 or IV € 1 ATM , Type I` t
<br />( roofing rig 6 �«. � i
<br />s r i ASTM D 8 z_ S, T�:I e IV
<br />NO HOLES EXCEPT ,Aa.
<br />MINIMUM SPACING - 2x GREATEST Backer block 12 wide min. ........................... "„ . ....... . ..... :_» _ ..",. ._.,...., ... ,...
<br />KNOCKOUTS) ALLOWED
<br />IN BEARING ZONES D DIMENSION OF LARGEST HOLE Nail with '10-10d nails. I ASTM D1970 3 ` `IST IIA D197
<br />(KNOCKOUT EXEMPTS) g p g
<br />Install tight to to flange.
<br />.> ,.. "..._r,...."..
<br />(see table below) D ASSMD 21,16Tt e 0, 11
<br />( ) ' Slate and Ia�e- i i � r� �� � r AS f'lsi = 2 6 � � 11
<br />see table below I ASaI'=,D-41 _ Type, H,III r t� 1 2
<br />alTlrrgIts j " I ASTM D <T,r":e 19 Type IV
<br />DO NOT cut, notch Joist hanger ASTI4 Dft17 , i
<br />or drill flanges
<br />ASTM D 1970 1 J _.. D1970 3j
<br />CO ❑ CO ` Alood shingles ..".". �. 1 1 �- 22 � eyl2e x � >I i � -A 5 13111 :> a ) ill 4 3 I
<br />R9g2.,7 ? ATIasg 1y� r,, 111 or t ) A� > IA 3 1`' Type,IV t __
<br />6 ff A 1 2" ROUND HOLE MAY 6 = 6 ff DO NOT CUT HOLES Filler block. - I Lr �rT'�f1 1
<br />BE CUT ANYWHERE IN Wood slrakas ;'ASTM I 6 Tye H I
<br />CANTILEVER LARGER THAN K" Nail with €slopes 12 and � I
<br />ROUND IN 10-10d nails. I 1Greater I
<br />THE WEB. PROVIDE AT mm 5 ° ASTM €14 ° ra T aye I V
<br />LEAST 3" OF CLEARANCE CANTILEVERS. Backer block required where top """"' ....................""' "" ` "' " a "`
<br />FROM OTHER HOLES 1 ASTM M `T 6 -ype . of I1 AS r 11226 yp� 11
<br />mount hanger load exceeds 250 lbs. E
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" Install tight to top flange. Metal roof p3oals 1 AS aM 044,6Type I„ Ill or 1%, 1 I ASTIRM ID :-FtA9 Ty R. IV 2
<br />. - ....... .:.. <. .,:. ........ .. .. J::
<br />,8,
<br />_T{_$1.
<br />.1
<br />r......:
<br />.a:.a
<br />..
<br />+¢ 3S
<br />1:-��n :
<br />• +j. >.1,.p�
<br />_ ,-
<br />.-{�:
<br />2
<br />.. ` Z
<br />�4:
<br />2
<br />g., ...r=gea
<br />t <st
<br />"Y;v
<br />An, 16!'joist
<br />2
<br />-
<br />6'.-'' "
<br />T R27'
<br />.,¢ _,<'}`
<br />:Vf '
<br />1- g''
<br />.+6g 4"
<br />L,3�
<br />2-11"
<br />S�-kg30'
<br />•$
<br />eg-7
<br />4 ,Zy
<br />;
<br />, '-9'
<br />64'
<br />2 ...... .... ...
<br />10
<br />1
<br />1 r
<br />.1, 2"
<br />1 Z'
<br />T, T"
<br />Z-15"
<br />2'
<br />p_
<br />3 `IL
<br />4:
<br />S- '
<br />6-41a
<br />-7& '-Z*
<br />20
<br />V-0
<br />1 1.".
<br />'I' .2,
<br />1 �_":
<br />2-0="
<br />3- '
<br />4'-9I"
<br />4'- 0`,
<br />5 11
<br />�r-1 "
<br />Z' 1`I.
<br />III
<br />24'
<br />V-9'
<br />1 V ".
<br />T72"
<br />-1 '-3`
<br />2" �_"
<br />-s
<br />-9'
<br />I S-10=" I
<br />_Tj7_°
<br />'4`
<br />1 9-6'04*
<br />R905.1r
<br />ASTM T .."1
<br />a
<br />r
<br />�T•:.' -:
<br />i "2
<br />. ,4 Hx 8>
<br />1/4"-2" a -- AS, I` . �' f u7y. E ,.. ,�.... T <1=.� 19Ti1
<br />AISTh4 D226 Type, I or at 1 AS=.._ , 216, 1y
<br />pe,1I
<br />Photovoltaic Siz'tragla:s ASTM _.. D4E%9 7'yqNe il, 11, .x- N I AIST Iai - 48a. _ Type ;yR905
<br />e ,ro,1.. d�,..'Y € ^4�h i 617 . I
<br />.� � 1 I
<br />AS as t e� T;1 197i S
<br />Top Mount Face Mount„ ... ---------
<br />NOTES: Backer block shall be tight Backer block shall be tight
<br />1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS, to bottom of top flange with to top of bottom flange with
<br />2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL LIVE AND 15 PSF DEAD ON SIMPLE SPAN APPLICATIONS ONLY. 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top _>. z > .; . ,.f r, r : fs pw e�W Q � d ,,, ,>; W. ffie ���v �, fa,.on a�.Q• ,•1,Ey r. ,'? 1� rr=z:�..r � W. a..:a,. �� (� Zs-
<br />( ) (DEAD) MPLTh erg 0 sSC s . 1 F i:w t Eat a duix r sa:, #ss� a rs e ,. € x a4 rr h , t .: ;, €s eit a;.. 5 ar; t BEY = . a W.,: ..s; U rs<< . e?:
<br />3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. (�
<br />ft�=,.;"i be a`T`f�` -him, t..: � Elaw��$ e depj" 3tK 3 Y�....>, •-cvm'y- s4 1,��.;#i'a. "� s.,.l"• F S-�:aiars�. . _:>' w :a.: ie `�te< t ;tn.�,> ,:W a rw £i-:F
<br />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS eb stiffner as
<br />THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web stiffeners are not required when top re aired if hanger q 9 s € ., ash so y mr vV 0-1.>og Vs rr e 1 #:gin: kl £a> baps say "„_ e rfEacl<r.ess of Em,3 t Mw, 32-�age0 , -k zw-Tm
<br />A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. flange is laterally supported by joist hanger. doesn't meet i e3¢ E:fi g Or•&, hzve; as km,•f:3'3 rn r;i. , v : H,,0 = 5_±+Ea ,a;z ft.*i_ 4=tsa rPA .. :.r # 'M M0 > .ap a3a:l x :sh
<br />5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height be r u. EM: , ft= D w' E Bch �w um. 'l sibw z. a..:t; r"Mu wd __ _::,, a kw .\vwavh s .s ' tin ft. Cap .Tw=. St'AE rmve a u a ram Y ,:T pere we;
<br />MEMBER CONDITIONS. requirements h.a a 1�se m..E sP•,. RflI:Tcg of m:z16, ;.,.. ;.s ._. Man, ,>=a foo,3t rrN y,
<br />6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF r �,+t € a 1r� 1 ;:,tm, _ *. € s=„a l,gf ;u' r,=> s x�= r;t ar ;•',., a3 -:rs€ ar3t�'vr ir• f, e <:pweft
<br />0.6 X Joist
<br />THE LARGEST HOLE. 4.,r :> MA �:Sv_ ", n, k.Tm 4 rn&os �sr � � l�Ps �f 4 be 6 E ; t?eS a €W 08P be w' h feet et rr,� ..nder, ont H€ .� be *try t m� :o a, r,:aftt* �xd
<br />1 ,f D depth aAl� m-tt w a�: wiw .psis in ih- y..,.E: z t u� 0 z�.'= , a mws, Earn I atef4r �0at1re z 12 ..�� r � -� mm c � .> :am" �,e e: a zo t1m oast an" v0e r;s %s e ned
<br />7.1/ ROUND KNOCKOUTS IN THE WEB MAYBE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. �ha be e�eettd amkv mml atw nl1atj, kap mSl'3 avffl, S r_=Mal tap crrgmeE ,q e ,& W_,s ftv,, n bxk McIM ��a-3 sfist€
<br />8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1 2" KNOCKOUT HOLES TURNED WITHER
<br />"Ve e 1Wtk1,*es of 1�.'�T.' vmr, iPiW ; 2 e sa . m €rx8W- zp"c3ww-& Vea ht*1W > ap\ ; h"M have at = 4i E1?'yi484 'ib0','Tx.me -V 00 10 aE rr Klivf?P,3'' $"�Ea:.k€ etm of ft
<br />UP OR DOWN. = ,Itkd:.f Pks'., 8e, st44 to, ,. M's The r. P mm al gym, lmatg bo r,w Ww n n 0.0ra3 Er .>. t.>r Kno shE�gk Pop nsM and tw sm00,;:
<br />9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
<br />PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE S, Roof ._. Teo 3:,,m;" veftt& #m 12 gnats €Iwzan (Olpw €ar t tnwt M"V eo s eh #t u* «o3 wee � t>. ae, atpw\, me-1
<br />POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BG CALC SOFTWARE. �Eda..b.r'ng3,=ma:qM=ao,a bfyitItlna.,w rwmfayrwf JTr ...�., MM.ft, IASTM
<br />r.y-197E€fEral#=_3.�_s:.�rt.a,n#��€T�heE:oo;k a� ..:,..a��3ndIr•ao
<br />_JOISTS BUCKETS
<br />N.T.S. mHOLE CUTTING CHART .
<br />F
<br />apft the ram- )ac ,:--..t I:. shy oa pAe =,, >. np? ,am,s I,. f;0mxar z'an:ivs3„ in 'mde'r.:sv= ETt €r
<br />N.T.S.
<br />a �
<br />;
<br />3 j
<br />DAN SCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.donscoengineering.com
<br />CA 25948
<br />Ly
<br />o
<br />0
<br />N
<br />W
<br />OLn
<br />HLn n
<br />0
<br />z
<br />O
<br />(n CO ^
<br />�M�
<br />�Wu-n
<br />V7 ZFa-
<br />a ; h
<br />Q00
<br />ZV~i�
<br />WzC)
<br />w
<br />J
<br />0
<br />Jcr
<br />U
<br />W
<br />(�
<br />Q>
<br />LLI 9
<br />J
<br />OCL
<br />`=
<br />v J
<br />W
<br />Z
<br />0
<br />Q
<br />Z w
<br />Q Z 00
<br />Z
<br />UU
<br />V)
<br />M
<br />CL
<br />to
<br />TO THE BEST OFTHE ENGINEER'S
<br />KNOWLEDGE: AND BELIEF, THE STRUCTURAL
<br />PLANS AND SPECIFICATIONS COMPLY WITH
<br />6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />140 MPH (Vasd = 1OBMPH), 3 SEC. GUST,
<br />EXPOSURE "C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT = ±0.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE R IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THESTRUCTURAL PORTION
<br />OF THIS DRAWING ONLY,
<br />©2018 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WRHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />©2018-THESE DRAWINGS AND DESIGNS ARE THE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
<br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHIBITED -
<br />REVISIO_N:
<br />DATE
<br />DESCRIPTION
<br />12.19.17
<br />2017
<br />1,00 bTH ED.( ) FBC
<br />UPDATES
<br />_
<br />UPDATED CONNECTION
<br />06.08.18
<br />1.01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />VERSION
<br />NO. 1.01 / 06.08.18
<br />l�i• � a '.'\l f+" ice.
<br />``` y ^i
<br />°0„0*
<br />a�
<br />ces
<br />LU I--
<br />ca lJ
<br />Z
<br />w
<br />� W
<br />62
<br />W
<br />Ln
<br />Q� ZN
<br />LU _*
<br />W Z)*
<br />Z Q LLi = Uj
<br />rn a: i_- a:
<br />W ❑ 23
<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 381319
<br />DATE ISSUED: 10.09.18
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />SNI
<br />O
<br />0
<br />I
<br />00
<br />LO
<br />
|