|
RAFTER SPAN TT45LE
<br />MEMBER SIZE AND SPACING`
<br />MAXIMUM LENGTH
<br />MEMBER CONNECTIONS•
<br />2' X 4' G 16' O.C.
<br />1'-5'
<br />(2) I6d TOENAILS
<br />2' X 6' 0 16' O.G.
<br />10'-8'
<br />(2) I6d TOENAILS
<br />2' X S' 6 16' O.G.
<br />13'-9'
<br />(3) 16d TOENAILS
<br />2' X 10' 6 16' O.G.
<br />16'-5'
<br />(U USP HTW20 OR (3)16d TOENAILS
<br />2' X 12' 0 16' O.C.
<br />19'-3'
<br />(1) USP HTW20 OR (4)16d TOENAILS
<br />2' X 4' e 24' O.C.
<br />6'-1'
<br />(2) 16d TOENAILS
<br />2' X 6' m 24' O.C.
<br />S'-6'
<br />(2) 16d TOENAILS
<br />2' X 5' a 24' O.C.
<br />11'-0'
<br />(2) I6d TOENAILS
<br />2' X 10' 49 24' O.G.
<br />13'-0'
<br />(3) I6d TOENAILS
<br />2' X 12' e 24' O.C.
<br />15'-4'
<br />(1) USP HTW20 OR (3) I6d TOENAILS
<br />TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
<br />ss SOUTHERN YELLOW PINE, 55 PSF LOADING
<br />rD2 x 4 MEMBER TO BE SYFM NON -DENSE OR BETTER
<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 />-3p.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 w ith the low er 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 fromthe building surfaces.
<br />4. Table values have been multiplied by 0.6 to convert component and cladding pressures to ASD.
<br />FILL CELL STD. 90° HOOK BOND BEAM
<br />1
<br />ROOF DIAPHRAGM NAILING 5GHEDULE .. ......
<br />USP
<br />+ +
<br />+
<br />+ + + + + + + + o
<br />+ + + + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+ + + + + + + + +..
<br />+ + + + + + + + + + + + + +
<br />+
<br />+
<br />+ + + + + + + + T
<br />+ + + + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+
<br />+
<br />+
<br />+
<br />+ +
<br />+ +
<br />+ +
<br />+
<br />+ +
<br />+ +
<br />+
<br />+
<br />+
<br />+ +
<br />+ +
<br />+++
<br />+++
<br />+
<br />+ + + + + + + +
<br />+
<br />+ + + + + + + + + + +
<br />+ +
<br />+
<br />+ + + + + + + +
<br />+
<br />+ + + + + + + + + + +
<br />+ +
<br />++
<br />+++
<br />++++++++
<br />+
<br />W
<br />MUGT15 TYP.
<br />GIRDER TRUSS
<br />Fr
<br />:9 STD. 90°
<br />CONT. #5
<br />(,UN 1. 375 HOOK bAK ZA I Ur rl It
<br />BAR
<br />5/8"H
<br />#5 CONT. THRU
<br />FROM BOLT
<br />I5/32" GDX PLYWOOD FOUNDATION
<br />OR l05B (FOR TO HIGHEST
<br />SHINGLE) LE) 19/32" GDX L
<br />PLYWOOD OR OSB BOND BEAM
<br />(FOR TILE)
<br />BOND BEAM STEP 2 X 6 (MIN) B.U.0
<br />IDLE LINE
<br />140 MPH 3 SEGOND GUST EXPOSURE NCO WIND ZONE 140 MPH 3 5EGOND GUST EX3205LRE 'G' HIND ZONE SCALE: N.T.S. USP
<br />(FOR SHINGLE) (FOR SHINGLE) MUGT15 TYP.
<br />R5RS-OI NAILS ® 6" O.G. ff R5R5-OI NAILS @ 6" O.G. EDOE5 B
<br />+++ + +4" O.G. @ GABLE END HALL OR GABLE TRUSS R5R5-0I NAILS o 6" O.G. INTERMEDIATE 2nd FLOOR
<br />0.113 INGH NOMINAL SHANK DIAMETER 0.113 INGH NOMINAL SHANK DIAMETER INTERIOR/EXT WALL SEE
<br />2 3/8" INGH NAIL LENGTH 2 3/8" INCH NAIL LENGTH
<br />PLAN FOR MORE INFO
<br />(FOR TILE) (FOR TILE)
<br />CONT. BASE PLATE
<br />R5R5-01 NAILS @ 6" OG 8 4" OG ® GABLE END R5R5-0I NAILS @ 6" OG EDGES 8
<br />BEARING COLUMN
<br />TYPICAL USP MUGT15 TO
<br />HTA 20-18 / HTA 20
<br />WALL OR SABLE TRU55 RSRS-ol NAILS @ 6" or, INTERMEDIATE
<br />INGH NOMINAL (MIN.) INGH NOMINAL SHANK DIAMETER (MIN.)
<br />SEE PLAN FOR REQ'D PLYWOOD FLOOR
<br />SHEATHING PER PLAN
<br />BUILT-UP COLUMN DETAIL
<br />0.120 SHANK DIAMETER 0.120
<br />COLUMN AND
<br />INSTALLATION @ MID SPAN
<br />3 INGH NAIL LENGTH 3 INGH NAIL LENGTH
<br />CONNECTION TJI TO BE CUT TO ALLOW
<br />NOTE`
<br />FOR BLOCKING/TJI
<br />tpostsfrom
<br />1) RSRS-01 15 A RING SHANK ROOF SHEATHING NAIL MEETING THE 5PEGIFIGATIONS IN A5TM F1667
<br />@Solid#
<br />2) SEE 5TRUGTURAL NOTES FOR SHEATHING 5PEGIFIGATIONS AND HIND SPEED.
<br />NOTE:
<br />3) END -JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OGGUR OVER FRAMING MEMBER.
<br />MASONRY WALL OR
<br />„
<br />UPLIFT VALUE
<br />LO;i2l!
<br />4) SCHEDULE ASSUMES SHEATHING 15 FASTENED DIRECTLY TO SOUTHERN YELLOH PINE OR DOUGLAS FIR OR BETTER.
<br />INTERIOR BRG. WALL
<br />SEIS BASED ON
<br />IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, GONTRAGTOR MUST GONTAGT DANSGO ENGINEERING,TJI
<br />PER PLAN""'�
<br />LLG FOR ALTERNATE FOR NAILING PATTERN.
<br />OTHERWISE SOLID
<br />'��
<br />S.P.F.
<br />BLOCKING TO MATCH
<br />OF 2nd FLOOR
<br />STUDS
<br />above to bearing below.
<br />USP RT16A USING
<br />SECTION @ INT. BRG. WALL
<br />17-8dx11/2"NAILS
<br />DOUBLE JOIST CONSTRUCTION
<br />,
<br />PLIFT = 11601t
<br />CONNECTION CROSS-REFERENCE
<br />USP STRUCTURAL CONNECTORS
<br />SIMPSON STRONG -TIE
<br />GRAVITY(100%)
<br />UPLIFT(LBS)
<br />LATERAL,
<br />GRAVITY(100%)
<br />UPUFT(LBS)
<br />LATERAL,
<br />CONNECTOR
<br />FASTENERS
<br />CONNECTOR
<br />FASTENERS
<br />SYP SPF
<br />SYP SPF
<br />SYP SPF
<br />SYP SPF
<br />F2(LBS)
<br />F2(LBS)
<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 />HHETA16
<br />-
<br />-
<br />2120
<br />1781
<br />770
<br />10-10d x 11/2"
<br />HTA20
<br />-
<br />-
<br />1870
<br />1608
<br />710(611)
<br />9-10d x 11/2"
<br />HHETA20
<br />-
<br />-
<br />2120
<br />1781
<br />770
<br />10-10d x 11/2"
<br />9-10d x 11/2" & (4) 1/4" x 13/4"
<br />RT16M
<br />1395
<br />1395
<br />115
<br />NONE
<br />TAPCON
<br />18-10d & (1) 5/8" 0 A.B. W/
<br />18-10d x 11/2" & (1) 5/8" 0 A.B.
<br />HTT16
<br />-
<br />-
<br />3610*
<br />3105*
<br />-
<br />HTT4
<br />-
<br />-
<br />3610*
<br />3105*
<br />-
<br />8" EMBED.
<br />W/ 8" EMBED.
<br />18-10d & (1) 5/8" 0 A.B. W/
<br />26-10d & (1) 5/8" 0 A.B. W/ 8"
<br />HTi45
<br />-
<br />-
<br />3812*
<br />3625*
<br />-
<br />HTTS
<br />-
<br />-
<br />3812*
<br />3812*
<br />-
<br />8" EMBED.
<br />EMBED.
<br />16-10d & (5) 1/4" x 3" DeWalt
<br />16-16d SINKERS & (7) 1/4x 21/4"
<br />LUGT2
<br />-
<br />-
<br />1550
<br />1550
<br />475 (400)
<br />LGT2
<br />-
<br />-
<br />2030
<br />1750
<br />170
<br />SCREW -BOLTS
<br />TITEN 2
<br />(12) 1/4" x 21/2" WOOD SCREWS
<br />(12) SDS 1/4" x 21/2" & (4) 3/8" x
<br />LUGT3
<br />-
<br />-
<br />3525
<br />3240
<br />-
<br />& (4) 3/8" x 5" DeWalt SCREW-
<br />LGT3-SDS2.5
<br />-
<br />-
<br />3285
<br />2365
<br />385
<br />S" TITEN HD
<br />BOLTS
<br />8-10d & (1) 3/4" 0 A.B. W/ 6"
<br />&10d x 11/2" & (1) 3/4" 0 A.B. W/
<br />LTS19-TZ
<br />-
<br />-
<br />1205*
<br />1036*
<br />_
<br />LTF19
<br />-
<br />-
<br />1310*
<br />1125*
<br />_
<br />EMBED.
<br />6" EMBED.
<br />18-10d x 11/2" & (1) 5/8" 0 A.B.
<br />LTTI31
<br />-
<br />-
<br />2805*
<br />2412*
<br />_
<br />W/ 6" EMBED.
<br />NONE
<br />22-10d & (1) 5/8" 0 A.B. W/ 12"
<br />22-10d & (1) 5/8" 0 A.B. W/ 12'.
<br />MUGT15
<br />-
<br />-
<br />2556**
<br />2556**
<br />_
<br />MGT
<br />-
<br />-
<br />2556**
<br />2556**
<br />_
<br />EMBED.
<br />EMBED.
<br />(12) 1/4" x 3" WOOD SCREWS & (4)
<br />(18) SDS 1/4" x 3" & (2) 1/2" x 5"
<br />RFUS
<br />-
<br />-
<br />7100
<br />6106
<br />_
<br />(2) FGTR
<br />-
<br />-
<br />8885
<br />6395
<br />_
<br />3/4" x 6" DeWalt SCREW -BOLTS
<br />TITEN HD EA. FGTR
<br />FRAME APPLICATIONS
<br />FRAME APPLICATIONS
<br />RT7
<br />-
<br />-
<br />560
<br />495
<br />120 (120)
<br />5-8d x 11/2" & 5-8d
<br />H2.5A
<br />-
<br />-
<br />565
<br />535
<br />110
<br />10-8d x 11/2"
<br />RT16A
<br />-
<br />-
<br />1020
<br />89S
<br />490 (345)
<br />9-10d x 11/2" & 8-10d
<br />H10A
<br />-
<br />-
<br />1340
<br />1015
<br />285
<br />18-10d x 11/2"
<br />RT16-2
<br />-
<br />-
<br />1060
<br />935
<br />410(330)
<br />16-8d
<br />H10A-2
<br />-
<br />-
<br />1080
<br />930
<br />260(225)
<br />18-10d x 11/2"
<br />SPT22
<br />735
<br />632
<br />275(236)
<br />8-10d
<br />NONE
<br />SPT24
<br />-
<br />-
<br />1090
<br />937
<br />275(236)
<br />12-10d
<br />SPT4
<br />875
<br />753
<br />-
<br />6-10d x 11/2"
<br />SPTH4
<br />-
<br />-
<br />2195
<br />1898
<br />-
<br />12-10d x 11/2"
<br />MUGT15+
<br />24-10d & (1) 5/8" 0 BOLT
<br />MGT+
<br />22-10d & (1) 5/8" 0 BOLT
<br />PHD4A
<br />3852***
<br />3313***
<br />_
<br />(8) 1/4" x 3" WOOD SCREWS
<br />HDU4-SDS2.5
<br />_
<br />_
<br />3965***
<br />3285***
<br />525
<br />(10) SDS 1/4" x 21/2"
<br />LUGT2
<br />-
<br />-
<br />2260
<br />1900
<br />505(425)
<br />32-10d
<br />NONE
<br />HTW20
<br />-
<br />-
<br />1530
<br />1285
<br />-
<br />20-10d
<br />LSTA18
<br />-
<br />-
<br />1235
<br />1110
<br />14-10d
<br />LSTA18
<br />-
<br />-
<br />1235
<br />1115
<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 />1640
<br />1640
<br />22-10d
<br />LSTA30
<br />1640
<br />1640
<br />22-10d
<br />LSTA36
<br />1640
<br />1640
<br />22-10d
<br />LSTA36
<br />1640
<br />1640
<br />24-10d
<br />HUNG APPLICATIONS
<br />HUNG APPLICATIONS
<br />MSH24
<br />2865
<br />2200
<br />715
<br />570
<br />-
<br />10-10d & 4-10d
<br />NONE
<br />HUS26
<br />2760
<br />2430
<br />2035
<br />1630
<br />-
<br />20-16d
<br />THD26-2
<br />2770
<br />2382
<br />2340
<br />2012
<br />-
<br />18-16d & 12-10d
<br />THDH26-2
<br />4375
<br />3850
<br />2865
<br />2280
<br />28-16d
<br />HD28
<br />1230
<br />1057
<br />760
<br />653
<br />-
<br />8-16d & 4-10d x 11/2"
<br />HUS26 1562 1342 880 756 - 8-16d & 4-16d
<br />HUS29
<br />4170
<br />3670
<br />2950
<br />2380
<br />-
<br />30-16d
<br />NONE
<br />THD28-2
<br />4310
<br />3706
<br />2595
<br />2231
<br />-
<br />28-16d & 16-10d
<br />HGUS28-2
<br />4973
<br />4276
<br />2695
<br />2316
<br />-
<br />24-16d & 10-16d
<br />HD210-2
<br />2155
<br />1895
<br />1170
<br />1030
<br />-
<br />14-16d & 6-10d
<br />HU210-2
<br />2382
<br />2048
<br />1516
<br />1308
<br />-
<br />16-16d & 8-10d
<br />THDH210-2
<br />9020
<br />7965
<br />4445
<br />3555
<br />-
<br />58-16d
<br />NONE
<br />KLEG3
<br />(2) 3/4" 0 A307THRU BOLTS INTO
<br />(2) 3/4" 0 A307THRU BOLTS INTO
<br />W/TOP
<br />11980
<br />-
<br />3845
<br />-
<br />-
<br />GIRDER & (4) 3/4" 0 A307THRU
<br />LEGS W/ TOP
<br />13045
<br />-
<br />3845
<br />-
<br />-
<br />GIRDER & (4) 3/4' 0 A307THRU
<br />FLANGE
<br />BOLTS INTO MASONRY
<br />FLANGE
<br />BOLTS INTO MASONRY
<br />16-16d & (18) 3/16" x 13/4"
<br />THDH414
<br />2520
<br />-
<br />1960
<br />_
<br />HU414
<br />3813
<br />-
<br />2015
<br />-
<br />-
<br />12-10d & (24) 1/4" x 2 3/4" TITEN 2
<br />POWERSTAPPER+
<br />CAPACITY FOR CONCRETE APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 8" EDGE DISTANCE ON CONCRETE & SET IN SIMPSON SET-XP EPDXY
<br />* CAPACITY FOR MASONRY APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 2 3/4" EDGE AND 20" END DISTANCE INTO TOP OF FULLY GROUTED
<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 OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS.
<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!l
<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 1/8" min.
<br />+ 2" Small x }Small gap 2"min.
<br />1.
<br />1/8"gap
<br />x
<br />a
<br />4 max.
<br />,z
<br />4
<br />Clinch nails
<br />when
<br />possible
<br />1)
<br />Support back of web during nailing to prevent damage to
<br />web -flange connection.
<br />41
<br />2)
<br />Block solid between joists for full length of span.
<br />Tight fit
<br />3)
<br />Leave 1 /8" gap between top of filler blocking and bottom of top flange.
<br />4)
<br />Place joists together and nail from each side with 2 rows of 10d nails
<br />2x4/Plywood/OSB web stiffener 2" min.
<br />4" max
<br />2x • CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o c clinched when possible Stagger rows from opposite required when Indicated or
<br />Web Stiffener Fastener Schedule
<br />Joist Bearing Location
<br />Series I Depth I End Intermediate
<br />®
<br />BCI5000s
<br />9-1/2"
<br />2-8d
<br />2-8d
<br />11-7/8"
<br />2-8d
<br />3-8d
<br />14"
<br />2-8d
<br />5-8d
<br />BCI 6000s�
<br />BCI6500A
<br />9-1/2"
<br />11-7/8"
<br />2-8d
<br />2-8d
<br />2-8d
<br />3-8d
<br />14"
<br />2-8d
<br />5-8d
<br />16"
<br />2-8d
<br />6-8d
<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 />6-8d
<br />BCI90s®
<br />11-7/ "
<br />3-16d
<br />3-16d
<br />14"
<br />5-16d
<br />5-16d
<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
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<br />O 6 OF FASTENERS
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<br />- Hangers with side nailing. 6 6 6 6
<br />OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER d 6
<br />top flange of joist.
<br />DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. a
<br />- Under 2nd floor column w/ loads
<br />N.T.S. higher than 15001b.
<br />BLOCKING PANEL, INTERIOR TYPICAL HTA 20-18 / HTA 20
<br />SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 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
<br />Vertical load transfer =1900 plf max along load bearing wall. meet over wall, or wall stacks directly over wall or TABLE R905.4.1
<br />Load bearing wall must stack
<br />over squash=20 blocks and beam below Load bearing wall must stack over FTIOERAYMEtT AfSLE
<br />Non stacking walls wall or beam below.* blocking and wall or beam below.*
<br />require additional €
<br />Joist 1 Roof Slope- 4:72 and
<br />consideration. Check f Roof Slope 2::12 and � Otdellay ertt [ i nsferlayme
<br />When joists meet over wall, provide 1 Roof Covering Section € Greater
<br />local building I -Joist can be offset Less Than 4 `12 Under( ymentI A't ol°finen ; € Ax olmer'fts
<br />code for appropriate 1/16" 1 3/4" minimum bearing for each. Ur14er1ey�+stxt
<br />up to 3" to avoid _.__,_,_._.,_
<br />details in One 10d box vertical plumbing _ ASTM D226 Type I of It � ASTASTINI D22e, Type t1' I
<br />areas=20 of high or-20 sinker € ASTM D4869 TYPe )l III orIV 1 i ASTM 04869 Tyler t j w
<br />lateral load. nail each side 3" max As hak shingles R906 2 ASTKil D6757 A T11 7
<br />at bearing. JOISTS OFFSET , _�w ...w..... _ ,.T €..,..,.
<br />ASTI 970 I € A13TNI0197.0
<br />N.T.S. ' Concrete and Clay Tile
<br />Provide adequate bearing R00S.3 See Sec fion R` 05 3,3
<br />for each lapped joist. Use 10dx3 nails at 6 o.c. for all Joist
<br />2 1
<br />blocking panel Non -stacking walls [ ASTM 1 a Type € c it € AST D1 6 y� ti
<br />Squash block 10d nails require additional consideration. Met J f efalr l$s ASTN4 D06a Type 11, 111 nr IV 1 I 2
<br />(2x4 minimum) SECTION @ INT. BRG. WALL 1 AST, 4 9 Type: IV
<br />� ;
<br />N.T.S.
<br />Bearing wall, Versa -Lam LVL or ASTVAI D 1970 ( 3 AST M D1970 3
<br />Glulam Beam
<br />AST 1102 '' Type I or It
<br />�lnernt-n oe r 11 ASTfs1134,069 Tye 11; €11 Sri / 1 ASTM D2 6 Type il' L,
<br />NO HOLES (EXCEPT E433if i lr7 AST1a ��3�t Tyler i3
<br />MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) 1190.6
<br />KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE Nail with 10-10d nails. ASTM a D1970 3 ASTM D19 0 I 3
<br />IN BEARING ZONES (KNOCKOUT EXEMPTS) Install tight to top flange. I F .... --- -- - - ••. f }.._ __....m.
<br />(see table below) D ASTM �I Tso I __-
<br />(s e e table below) Slate and S-1 to-ty r T ASTI`;=1 0226 Type 11 I
<br />AST y 1, III or € 1 € 2
<br />€ shingles � ; ; � I ASTM DXP69 Type, IV
<br />DO NOT cut, notch Joist hanger A ,faf 01 >7 €
<br />or drill flanges
<br />ASTM 01970 j 3��- ATM D1, n"70 `3
<br />co Co i Wood shingles AS1IA D226 6 Type € o,,t it 1 ASf&'4f? dj12.6 T, pe 0 2
<br />i R90,7 i 1 D 9 Tapes €� €11 of IVI 1 ASTf£104rY17 Tyler IV
<br />.................................. ,......,, ,.. .. ......... .....,... € .....�
<br />6„ A 1Y" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES Filler block.
<br />L€* t� to roofWood
<br />i
<br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1y" Nail with j shakesIsi�t 4 12 a�� ASTNI D226 Type it 2
<br />THE WEB. PROVIDE AT ROUND IN 10-10d nails. R,S ASTM 14819 Tyler IV
<br />LEAST 3" OF CLEARANCE
<br />CANTILEVERS. i € irtTa I
<br />Backer block required where top__........._..............._............,.......................... _--_._ _ .
<br />FROM OTHER HOLES mount hanger load exceeds 250 lbs. ASTi,1 D Type I a, Il I ASTM D 7Y }I `
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW IS REQUIRED FOR ALL HOLED GREATER THAN 1%" Install tight to top flange. € Metal ref Feasts AST M D411% Tye Ii III r 1L/ '1 f AST1A 04e 9 Tye l�r � 2
<br />gi
<br />? ASTi 67 I ASr-�f� TM 7�W
<br />�;.t90 .. ` ..::. ,,, w. .Fs..<i � � .. _ ................_........... I,
<br />_..........._......__..._._._..._. ._.. _ __..__....._._.._..-_� ���� l�7l � AwTY._._. ,......3 .._..
<br />_1'-I,°` '1-2" '1'-Z `i°-S. 1' 3` 7' 1,1 " .2'-4" 2'-9' 3- ` 3-7' 1/4"-2" gap-
<br />............
<br />Anyr TC jialsl 1 1" { .. 1. 1E` 1'- 1' 2" l'-3 1' 9" 2-4'" _i 1'° S`-T" '-�` 5 4 r I AS N1 D226 Type I of t ASTM, D226 `Type 11
<br />..... r ea " I
<br />S an } ... _ . "1 i 1'," 1 1„ 2 °' 2'° 1'-7'-'* 3'- `' 6-'10" 4'-g' �-T. '-;4" 7-2' . Photovoltaic Sf€1 t 1es ASTM ° I i ! 3t 9 Ty 11; 1II or IV ( 1 A,15 04869 Type I'V 2
<br />1 sT 1 D675it' ASTNI D67`57
<br />20 1,,° 1, i," I,-z*. I.2., {YR 4'-. 1LI'°=T t3--1,e 11," 8'-J 1"° I R.�7
<br />1,,° 1, .1," 2 1" 3.° 2'-'-?°'- f,'-1f3," 7A,. Rom" 10,Y° Backer Block I.............. .._.. _ w _ _....__. _....
<br />ASTM D19 0 I 3 ASTM 0,1970 3
<br />"Top Mount" "Face Mount" L...._...._..........w........ ...........
<br />_._.._.._._.._._..
<br />NOTES: Backer block shall be tight Backer block shall be tightrf"' t£rn:t
<br />1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with 1. R s=ores t.:s I2.£r £<s fw nzantw� (rtf �e£c�rte �sf, 611 d Wes Wan fps• e..a:n, vet W I� 12 tcAift,
<br />„ rtl 483 mm,*,, iwl , to trt3tfe..a m ,1 Wf1 saref t ;. XW .• :..ve f t : ,.,,•, t " s p . ,3
<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 € �. � � v �� �r. _L�t€r� �, � �ss�s ae.e£r.,.. s.�.,Iv�t,flr t>, r°£.,. �? �.��a..�1art.r �, .r£a aes>c�, ��,�€� ..6-
<br />3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. s, d (,!4 my,_ s eet.°<ri: et �; k� w, (483 mm) end nay IMObe 6 *£ ,es eno %%wl otfsea Ire r wa, The
<br />iffn r ugsaal%s cP a3 bve e mh€T , a math,_- deck w , err; r � £vs<���€ fa53pren sift t"ne rvw c't tuze In fY:a f� pf e of ej th e nsa r Tu£n f�xktanar
<br />Web s
<br />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS t e as
<br />uFx.#1.J1:T� 1 .r:« 2ffS -".NS tTitg r.-. 8rr, one ztnw ra, the 'wE,Y3` BflSM LVS $&eten¢'I£1.u"?e1..- Cey?".;? 3 t. Mrr-dI?t?Lni: aiazlfl be a3EL't?-3'.C't` fISU"•€T £ia€ ii:'
<br />THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web stiffeners are not required when top required if hanger a� t;, ,,,,� „a,f� . ,, � � ,: , � , <;�� ��. �, .. �, ,. , „ M< A x than �.,
<br />HE CEN ERLINE O T > As o.^n a ,.,.i' VI:V, , eSa t .ets , t, . W a, e .:> :aa have a OWe k s o pot Iev, ha � �� vme metat power l ivrf9
<br />A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT T T F HE NEAREST SUPPORT. flange is laterally supported by joist hanger. doesn't meet r3e of �4," at", nnwe s ;,,,,f-�z0.0110f,b of+,e t e e, _ kk b;, � 4� be ooxl< ,h The i. ?,-A hers"
<br />5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height wa ,.:,,.t €Iw t�n, n _ _ >.. r:: d , anank t kap TmAs wW 0."'0, ary f t � ahmm' :ap e�€e Cap na€t sfha rk xba€i tzaF"k ,x':angtb suftwn t t pentuate
<br />MEMBER CONDITIONS. requirements ,be;v2I, fr`afuo$� Y kgbmq I- rrna�W_ks fts = "r mpk €rt€a ft £oo"%bO&ttr 1.
<br />& FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF z R, f ft o tw W',ft verwa� :n sa MSS 4=mt(33-pmem swe) or 9Ma r U0 nalf-z o Sba W ex4eo st f _'-eta§ to
<br />THE LARGEST HOLE.
<br />6 X Joist bmx; the eevo WO kmnnvlI 4 Ersr a € <€ MM4. en�l kvs SK&A tm 6 �m "As ofto, by 6 fW. The a,,Mjo aym t"to attsv:°Isad sa # sW 4:
<br />7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. o depth aMm " o e &ggema rook in € e sj W ft A -he t set a I�Ammm,;a f"tense Ing e ,Z In?r *e t10 e,, end One mw at UTo eml mat ;4 r'l£teIod
<br />Ui3d�apace ern MOB a t2?: he, VMi,9 ` elftl. Or P3aeft cap w.ft w tt, a MmMM cap ftnww 4$ iYo w-ka ftl n -' l&T b. �emaiaf, .:aps $hid€i
<br />8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAYBE SET WITH THE 1j12" KNOCKOUT HOLES TURNED WITHER rtt ve, a 0lekr*ea of rot f.1eS fzhar 32-gage shpet metro. poo";,•.zti eo metal raps sh" have g sru€r,u �s�:krfaae Od,O?Ia n t, f�i�� �� �� e�
<br />UP OR DOWN. "'Wale ect e * oiestiz, cars ehO be Inch, The car£ re€t shanik s;Islt W my Ie$s than ,033 fret: for nry eflanl c twin 3, 91€�
<br />9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS e,Frw&l.,> r�1104 Cap n10 Shank ":.tl Imve e fCnq% svAm,".. c;. penef."t th` m£ , t3.t c£Tr*f shoe r� ar x�; Ibset�a s =r'.s �e� trs€, Q r t�f eafft
<br />PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE ' gait ,Opee `x,� N,,o (1T•PSe£reM viOpe; a0 jmatet. TRW tnat sMd," mth ea • 0V 3; of
<br />POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. I-J OI STS BUCKETS n tt, •x lrr. r F>N tr�e biwmex' vmfarms mem r�'s Va I,m �3tl Asr D1970.
<br />Y £ its E ,s er. s$; 3rtc1€h a txiis tt a 3 rataT4 r3 at?t feCf It e i3a resat
<br />,, a.rrk, srlgts;lfarkr �r>� IT��tar7� sort 5?st:�tlar� fra `�`� �e�g: asrmtel 3 rao` ��r`kar >��r��rFpatla. r c�:1�t� �v�tT� fir t1?e :f f�ss�rs Y� t� ese;a:rf.
<br />HOLECUTTING CHART N.T.S. xr ar Tna 4 r , r stto of mat-auff=> nrq 1 qyr wrr10,J er, soteren rnemb na tJ�r���� ��� � Tm ,1xr� Immaa
<br />a x", vs is e ss w la�s� 'neww�# x ter rt� 4.WM hart be w VIwd :>v ei` v rte Ir Y.fm r t e An a,4s
<br />N.T.S. ni s£, n e a .tt Ta6_- fT. „H 1 . In e e>ppk?s M £mot= wear ,sus ahaa,I €m aprJ6,4.1, ww the er°tke , r f mm; [I e 44,oax (3u< ftr; rne::m.brepe sanpT� .
<br />DANSCO
<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.danscoenginee6ng.com
<br />CA 25948
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<br />TO THE BEST OF THE 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 = IOBMPH), 3 SEC. GUST,
<br />EXPOSURE "C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT = i0.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OFTHIS DRAWINGONLY.
<br />Qc MI9 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />©M I9 - 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 />REVISION:
<br />DATE DESCRIPTION
<br />UPDATED CONNECTION
<br />06.08.18 1.01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />01.09.19 1.02 ROOF UNDERLAYMENT REV.
<br />02.11.19 1.03 UPDATED CONNECTION
<br />CROSS-REFERENCE TABLE
<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 390442
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: LF
<br />REVIEWED BY:
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