|
RAFTER SPAN TABLE
<br />MEMBER SIZE AND SPACING(l)
<br />MAXIMUM LENGTH
<br />MEMBER CONNEGTION5s
<br />2' X 4' a 16' O.C.
<br />7'-5'
<br />(2) 16d TOENAILS
<br />2' X 6' 9 16' O.G.
<br />10'-8'
<br />(2) 16d TOENAILS
<br />2' X 8' a 16' O.G.
<br />13'-9'
<br />(3) 16d TOENAILS
<br />2' X 10' e 16' O,G.
<br />161-5'
<br />(U USP HTW20 OR (3)16d TOENAILS
<br />2' X 12' 9 16' O.G.
<br />19'-3'
<br />(1) USP HTW20 OR (4) 16d TOENAILS
<br />2' X 4' 0 24' O.C.
<br />0 -1'
<br />(2) 16d TOENAILS
<br />2' X 6' 6 24' O,G.
<br />8'-0
<br />(2) 16d TOENAILS
<br />2' X 8' 9 24' D.G.
<br />I1'-0'
<br />(2) 16d TOENAILS
<br />2' X 10' 1W 24' O.C.
<br />13'-0'
<br />(3) 16d TOENAILS
<br />2' X 12' 19 24' O.G.
<br />15'-4'
<br />(1) USP HTW20 OR (3)16d TOENAILS
<br />= TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i e. RAFTER TO RIDGEBEAM).
<br />fSOUTHERN YELLOW PINE, 55 PSF LOADING
<br />(D2 x 4 MEMBER TO BE SYP*I 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 />ZONE
<br />ZONE2
<br />ZONE
<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 />-43A
<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 fromthe building surfaces.
<br />4 Table values have been multiplied by 0.6 to convert component and cladding pressures to ASD.
<br />V„
<br />Lu
<br />m
<br />FILL CELL STD. 90° HOOK BOND BEAM
<br />€
<br />ROOF DIAPHRAGM NAILING 5GHEDULE .
<br />USP
<br />01
<br />W
<br />MUGT15 TYP.
<br />GIRDER TRUSS
<br />STD.
<br />CONT.#5
<br />(,UN 1. 4;b HOOK BAR « I Ur rL.H I t
<br />BAR
<br />5/8"m
<br />#5 CONT.
<br />I FROM BOLT BOLT
<br />11 PLYWOOD FOUNDATION
<br />OR �-
<br />oR -in6" 05E, (FOR TO HIGHEST
<br />SHINGLE) 1 OR BOND BEAM
<br />PLYWOOD OR 05E3 B
<br />(FOR TILE)
<br />BOND BEAM STEP 2 X 6 (MIN) B.U.0
<br />IDLE LINE
<br />140 MPH 5 SECOND OUST EXP0_%RE 'G' HIND ZONE 140 MPH 5 SEGOND GUST EXPO�SLRE 'G' WIND ZONE SCALE: N.T.S. USP___/,.,
<br />(FOR SHINGLE) (FOR SHINGLE) MUGT15 TYP.
<br />AILS @
<br />+++++ 40.Go@GABLE ENDNID WALL OR GABLE TPU55 R5R5-OI NAILS @ 6" O.G. INTERMEDIATE� -2nd FLOOR
<br />+ +
<br />t t t t t -i+ _ t_
<br />t t t t t t t t + + + + t 4
<br />}
<br />t +
<br />t t t + t t + + +
<br />t + + + + + t t + + + + + +
<br />}
<br />+ +
<br />+
<br />lo
<br />+
<br />+ +
<br />+
<br />+ +
<br />tt+
<br />+++
<br />+
<br />+
<br />+ + +
<br />t +
<br />+ + %-
<br />H + +
<br />+ +
<br />+ +
<br />+}+
<br />+++
<br />+ 4
<br />+ + + + + + + +
<br />+
<br />+ + t + + + + + + + +
<br />+ +
<br />+ +
<br />} + + + + + + O
<br />+ +
<br />+ + + + + + + + + +
<br />+
<br />}
<br />+ + + + + + + +
<br />+
<br />+ + + + + + + + + + +
<br />+ +
<br />+ +
<br />+ + +
<br />+ +
<br />+ + t + + +
<br />+
<br />2 3/8" INCH NAIL LENGTH 2 3/8" INCH NAIL LENGTH
<br />PLAN FOR MORE INFO
<br />Qc�
<br />(FOR TILE) (FOR TILE)
<br />CONT. BASE PLATE
<br />RSRS-01 NAILS ® 6" OG 4 4" OG ® GABLE END R5RS-01 NAILS @ b" OG EDGES 4
<br />BEARING COLUMN
<br />TYPICAL USP MUGT15 TO
<br />HTA 20-18 / HTA 20
<br />-
<br />WALL OR GABLE TRUSS RSRS OI NAILS � b" OG INTERMEDIATE
<br />PLYWOOD FLOOR
<br />PER PLAN
<br />SEE PLAN R REQ'Dqposts
<br />BUILT-UP COLUMN DETAIL
<br />0.120 INGH NOMINAL SHANK DIAMETER (MIN.) 0.120 INGH NOMINAL SHANK DIAMETER (MIN.)
<br />SHEATHING
<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 />1) R5RS-0I 15 A RING SHANK ROOF SHEATHING NAIL MEETING THE SPEGIFIGATIONS IN A5TM Flbb-
<br />2) SEE STRUGTURAL NOTES FOR SHEATHING SPEGIFIGATIONS AND HIND SPEED.
<br />MASONRY WALL OR
<br />NOTE:
<br />LOCATION OF
<br />5) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OGGUR OVER FRAMING MEMBER.
<br />�����
<br />UPLIFT VALUE
<br />4) 5GHEDULE ASSUMES SHEATHING 15 FASTENED DIREGTLT' TO SOUTHERN YELLOH PINE OR DOUOLAS FIR OR BETTER.
<br />INTERIOR BRG. WALL
<br />SECOND RT16A IS BASED ON
<br />IF ROOF FRAMING GON515TS OF A LESSER GRADE OF LUMBER, GONTRAGTOR MUST GONTAGT DANSGO ENOINEERINO,
<br />TJI PER PLAN
<br />LLG FOR ALTERNATE FOR NAILING PATTERN.
<br />OTHERWISE SOLIDS.P.F.
<br />BLOCKING TO MATCH
<br />S# OF 2nd FLOOR
<br />above to bearing below. STUDS
<br />i USP RT16A USING
<br />SECTION @ INT. BRIG. WALL
<br />17-8dDOUBLE
<br />JOIST CONSTRUCTION
<br />.;;.,
<br />�� UPgFT1=11160#ILs
<br />CONNECTION CROSS-REFERENCE
<br />USP STRUCTURAL CONNECTORS
<br />SIMPSON STRONG -TIE
<br />CONNECTOR
<br />GRAVITY(100%)
<br />1 UPLI FT(LBS)
<br />LATERAL,
<br />FASTENERS
<br />GRAVITY(100°,6)
<br />UPLIFT(LBS)
<br />LATERAL,
<br />F2(LBS)
<br />CONNECTOR
<br />F2(LBS)
<br />FASTENERS
<br />SYP SPF
<br />I SYP I SPF
<br />SYP SPF
<br />I SYP I SPF
<br />MASON RY/CONCRETE APPLICATIONS
<br />MASONRY/CONCRETE APPLICATIONS
<br />HTA16
<br />1870
<br />1608
<br />710(611)
<br />9-10d x 11/2"
<br />HHETA16
<br />1 2120
<br />1 1781
<br />1 770
<br />1 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 />1 2120
<br />1 1781
<br />1 770
<br />1 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 />TAPCON
<br />NONE
<br />HTT16
<br />-
<br />-
<br />3610*
<br />3105*
<br />-
<br />18-10d & (1) 5/8" 0 A.B. W/
<br />HTT4
<br />-
<br />-
<br />3610*
<br />3105*
<br />-
<br />18-10dx 11/2" & (1) 5/8" o A.B.
<br />8" EMBED.
<br />W/ 8" EMBED.
<br />HTT45
<br />-
<br />-
<br />3512*
<br />3625*
<br />-
<br />18-10d & (1) 5/8" 0 A.B. W/
<br />HTTS
<br />-
<br />-
<br />3512*
<br />3812*
<br />-
<br />26-10d & (1) 5/8" 0 A.B. W/ 8"
<br />8" EMBED.
<br />EMBED.
<br />16-10d & (5) 1/4" x 3" DeWalt
<br />16-16d SIN KERS & (7) 1/4 x 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 />BOLTS
<br />5" TITEN HD
<br />8-10d & (1) 3/4" 0 A.B. W/ 6"
<br />8-10d x 1112" & (1) 3/4" 0 A.B. W/
<br />LTS19-TZ
<br />-
<br />-
<br />1205*
<br />1036*
<br />_
<br />EMBED.
<br />LTT19
<br />-
<br />-
<br />1310*
<br />1125*
<br />-
<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 />RT-7
<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 />1 535
<br />1 110
<br />10-8d x 11/2"
<br />RT16A
<br />-
<br />-
<br />1020
<br />895
<br />490 (345)
<br />9-10d x 11/2" & 8-10d
<br />H10A
<br />-
<br />-
<br />1340
<br />1 1015
<br />1 285
<br />1 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 />1 1080
<br />1 930
<br />260(225)
<br />18-10d x 11/2"
<br />SPT22
<br />-
<br />-
<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 />-
<br />-
<br />875
<br />753
<br />-
<br />6-1Dd x 11/2"
<br />SPTH4
<br />-
<br />-
<br />2195
<br />1888
<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 />_
<br />3852***
<br />3313***
<br />(8) 1/4" x 3" WOOD SCREWS
<br />HDU4-SDS2.5
<br />-
<br />-
<br />3965***
<br />3285***
<br />525
<br />(10) SIDS 1/4" x 2 1/2"
<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 />-
<br />14-10d
<br />L-STA18
<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 />-
<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 />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 />2865
<br />2200 1
<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 />-
<br />28-16d
<br />HD28
<br />1230
<br />1057
<br />760
<br />653
<br />-
<br />8-16d &4-10d x 11/2"
<br />HUS26 1 1562 1 1342 1 880 1 756 1 8-16d &4-16d
<br />HUS28
<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 />1 4973
<br />4276
<br />1 2695
<br />1 2316
<br />1
<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 />1 2382
<br />2048
<br />1 1516
<br />1 1308
<br />1
<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 A307 THRU BOLTS INTO
<br />(2) 3/4" 0 A307 THRILL BOLTS I NTO
<br />LEGS W/ TOP
<br />W/TOP
<br />11980
<br />-
<br />3845
<br />-
<br />-
<br />GIRDER & (4) 3/4" 0 A307THRU
<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 />_
<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 23/4"EDGE AND 20" END DISTANCE INTOTOP 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" orp
<br />5000s 1.8/1.7
<br />nel
<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 />(Not required if both loaded equally from above) N.T.S. N e
<br />Filler blocking 1/8" min. 2" min. ` • :
<br />2„ ) Small gap
<br />max. 4 max.
<br />1/8" gap
<br />Clinch nails
<br />when
<br />possible
<br />1) Support back of web during nailing to prevent damage to
<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 Placejoists together and nail from each side with 2 rows of 10d nails 2x4/PlywoodlOSB web stiffener 2" min.
<br />g required when indicated or 4" max.
<br />2 � CONTRACTOR TO PROVIDE 2 TO FILL THE HEIGHT t 12" o c cl'nched whe)n 'bl St r ro s fr m o -if.e
<br />Web Stiffener Fastener Schedule
<br />Joist Bearin Location
<br />Series Depth End Intermediate
<br />BC15000s®
<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 />BCI6000so
<br />BCI6500s®
<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 />BC160s®
<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 />BC190s®
<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
<br />O OF FASTENERS
<br />6
<br />6 6 O 6
<br />6 6 6 O 6
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<br />6 6 6 6 6 6
<br />6 �
<br />X_: x a l Fosse. aV11 w o pp - Hangers with side nailing. 6 6 6 6
<br />OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER
<br />- Birdsmouthth cuts. 6 6
<br />DOUBLE JOIST CONNECTION top flan joist.
<br />. N.T.S. °
<br />- Under 2nd floor column w/ loads °
<br />N.T.S. higher than 15001b.
<br />c
<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 />Vertical load transfer =1900 If max alongload bearing wall. Load bearing walls when load bearing - for lateral support when joists
<br />p g meet over wall, or wall stacks directly over wall or TABLE >11.1
<br />Load bearing wall must stack beam below ! UNDE YM NT TABLE
<br />Load bearing wall must stack over
<br />over squash=20 blocks and g ------ .
<br />Non -stacking walls -
<br />9 * blocking and wall or beam below.
<br />.. wall or beam below. � �, � , <••� .«,•.: „"-••,
<br />require additional Joist 1
<br />1 Roof Sly Roof Sl>.�si'$r3
<br />consideration. Check � ,� i � 24 � tl
<br />When joists meet over wall, provide Roof �.,evarin s4e ton 1:, j Oman °
<br />local building I Joist can be offset Less Than, 4. l� �i � lr & tl At' �t�€is� t "3 I Amohmen��
<br />Ur1�t
<br />13/4" minimum bearingfor each. u to 3" to avoid
<br />code forappropriate
<br />details in One 10d box P _ ,_ ...............
<br />vertical plumbing 'Types I r 1I s r A S1 f, "fir 1% €
<br />areas=20 of high or-20 sinker s y a' I
<br />s A� S 1 PA9 yT €,, I I I or I< g AS A DAP Toe f v 2 1
<br />lateral load. nail each side 3" max ; Asphalt °hingl % R905,2 ASTD T 16757 v A yT1 r 74 7
<br />,
<br />at bearing. JOISTS OFFSET �....... 3..
<br />sl
<br />N.T.S. Conome and Clay Tile 1h
<br />Provide adequate bearing
<br />for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist
<br />blocking panel *Non -stacking walls ' ST s 2, £h T.f1 of I` q,"rTy 2 f E Tip. lI
<br />10d nails require additional consideration. M A M 104 w T ' 11. ,I1 ;x llv T 1 2
<br />Squash block q l lr l A x irs C TY ke f%/ 1 ,
<br />(2x4 minimum) SECTION @ INT. BRIG. WALL
<br />N.T.S.
<br />7�'�TI�I � s7t` t
<br />Bearingwall Versa -Lam LVL or "f f 4, � 1" 1 »� � d
<br />Glulam Beam ® rf«Wx9 r OR 3
<br />� ,aw, �T 1� � i r BB s s a ; ' N , � 226 i ) 1
<br />,,,.,, 1" Tyr* 11 11 t"3d €'<; ,yI
<br />NO HOLES (EXCEPT _ s i rTHe ty4 N ss! 1'.
<br />f ��� T f ts�1� 8 3 1 5
<br />- x GREATEST €
<br />MINIMUM SPACING 2 Backer block 12 wide min. ",,,., „",.,., """,."._.".". ,..,.""..............."..........,....."._",......,..".......".",...,.....,..."."". "_....
<br />KNOCKOUTS ALLOWED DIMENSION OF LARGEST HOLE Nail with 10-10d nails. � 4 AW , i D 1 �a I �=��.v D4,970
<br />i
<br />) ! r ";
<br />Install ti ht to to flan e. ....,,.._. ----:._,.,.. _ ,)..... .
<br />IN BEARING ZONES (KNOCKOUT EXEMPTS) g P g
<br />1 (see table below) D £ I TS J12 ,71 4 ) Asv,"i; xm,T ,,�€�
<br />(see table below) I Ty -
<br />state .'>as, dif :�STN F)4,s;)6STpe¢ eso -v { t s � 2
<br />DO NOT cut, notch Joist hanger f�3 .1t,st B 7� z �, I ASs s lA VARX D hype I r
<br />q� y<g fi 1 ,
<br />or drill flanges f ,
<br />• AS R4 D 197 3 Pk IM EM � s
<br />ED co I Wood shingles A € NI, 212 > yFx, 11 c ( AS 111,A U! S s 3ele IRSDg1
<br />I i L Ins $ k i `w <£ 3.
<br />;57 _,,:,,��� 1 ���"' `III IsF��. / y�a� �r�r4 <r.� �tr'�-r £
<br />A 1Y2" ROUND HOLE MAY DO NOT CUT HOLES , ._.,. i i'
<br />6 BE CUT ANYWHERE IN 6„ 6" Filler block. n'"i �
<br />WLk'<. *�1ii ' s v"�'"t i¢ a Lr ss %
<br />CANTILEVER LARGER THAN 1y" Nail with 015 I I<;"y-s, 4 2 mig At3rVV,, €.€� r Tx _: I,%" s
<br />THE WEB. PROVIDE AT ROUND IN 10-10d nails. I r ��
<br />r
<br />LEAST 3" OF CLEARANCE CANTILEVERS. Backer block required where top -.•..-------------",._ - ..- __,. _, .." _....
<br />FROM OTHER HOLES s A t a2 f i'7V I € A I r 226 Tye* It
<br />mount hanger load exceeds 250 lbs.
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" Install tight to top flange. VWtal rao ParT 's, 0141-MuS Thy e 11,.sI zr E' I A'1, y> 2
<br />r
<br />1
<br />..: .. .. .a. w .. F .... ........: .. ,..', 01,970
<br />s
<br />T'-a" 1'-'1 .1, -Z* 1, 2,, T 3' '.'-33' T-7 '1'-11" 2'-4" 2-0" 3 -Z" 3-7'°. 1/4"-2" gap € r , iw� i s -----_ � TIN;1 _ � T ,�� -
<br />Arty .. ..., _
<br />F','z- °�„ti% iY'9Y:w Slc: '. s s.S2da y.,rve 11 ?
<br />16'joist 1.2 1'�1'' 'E'-'1"` '1°-�` "1"-�" 'I°-3'" �'-�` 2`-4" �-1�,: 3� 7�" 4�-2'" ��" �,�" ;, 1
<br />„ p :,shingle's£ Aa TIN, D4,- ": - , I III em I"`••,f 1 Aix e y a 1I4t 6 T : r� t'
<br />C ats off).._ 1 ,. 1, 1," 1'- 1'-79 2 F=. 3'- " 3, ID," " S'-T° -4'" 7"-Z' £ . i1 � ti l Type
<br />757
<br />_- - 41
<br />20 T-0" t r l e ,I:,_`m T rZ" v2- �0" 3-0e' 4-0" 4-.,�'�}.r* 6- 41" `A IV- �'-� �1�� �i�- E �." 1: 1�' . s � j i i
<br />Backer Block
<br />24 1, :s `-1," 1, 21, 1,- ,,. " 3'-7' 4'-9' -_5-10,. 7 Z' S'A". '9-6 ® ,101-9. a y} F S f „f
<br />s � � a€ ( � /ems s a
<br />t
<br />"Top Mount" "Face Mount" x
<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 s. r = , s c,. v ,, z ,"r f:.<... aronrr,mzrr r:€f ,..�r ,1 �, , wm, t .. x A K €,.: N. :r,,, .;� ..,, . art, ,w
<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 �s ?`� '- � _ , �•.1t �"-w,�;s�,�.�siF -�� ���,3,� '> _ � �,�£•�^g � ��: ����� ��:•� x €���� �sr. � �,� � rx=xu� -.<� •�„ y.. af= '£.:. ,<�.�, • •.<-
<br />3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. r q,M N?a mantvftpmrrvls ,: tt,n -;nr< nu ,0a'2 0all b4 <�vt ,v h �AftctMr 0 fm <,A<t
<br />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS fi �" s� 'Kui ` � wed 1"' ° .c'"T r :;k 's t e ea Y �" y m,aq c
<br />Web stiffner as ,..r, �..; ,�, v, ,....- :;.ass ,., w.u, er �<„ssa,,.s'"
<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 to
<br />q P required if hanger
<br />A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. flange is lateral) supported b joist hanger.doesn't
<br />9 Y PP Y 1 9 meet
<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
<br />MEMBER CONDITIONS. requirements
<br />,t£:ss_ ?' ..<..'.X:,1:.,.�..h€`Yy s'rN,.'?s<:.. T`"a xz.,Y;✓<�i<'i£§i3<?LTuc.,�`1;2$t=aiga.
<br />6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
<br />THE LARGEST HOLE. .6 X Joist §,.n , N,, : spa, i t F Wit.. arM fta Oa 6 €� ('cis and, �&,G? v',. m, Tlbz, weadayw,�M Whas be v;., a nrmym, r✓.,c
<br />p t depth x s,T s n voo ,: � a< x 1-W 4 * its sbwr w craft a , : ,<sSs„< :�� 4r x��� � z t eoa too s s'" mm< ;,+ a omo row w wm mW.. ar'd a .es i xa w
<br />7. 1/„ ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. '
<br />r , ; is i<a:. P ai rs; .,V s t< e lia, w, p6f;,�C;%p ry r'%u, a r a - s "�£n"4 np3 pY 4k's nm, W",." ft£€ a: £,$ W' s:13"5r s OW t
<br />8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1 )/2" KNOCKOUT HOLES TURNED WITHER to •, , a, „ :; . .n, a. €€.,.; �T ,u£ ;;F; w Fes'w r ' s, n> ge , < 9a sir z< is , w',,aft ,lwe „ mW w€.,„t,mm E i , f im! Xt€mm < r„r,,,>., ft
<br />UP OR DOWN. r%,s .W , ,,: £ , r.a,r, ;;:qp' 0£;fi tx ., 0a;w"th"...z : 8o sass 01ank ,1y2"M as : s. fnwr 0 03�, .:,<, si ,.,_ 'r:. , ,s nw im'n "w n£ar c�m
<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 21:: c"?a x,.5,-mm, , s , ,s ..: uMa vwit m i2. ', W zm .?, mm . e arM a w, 71m A:,t 'x aed� a„ r;m a4'6« ev, ,=€u€ w, v. s?1 50-
<br />POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. _ ;*y "• =pis �i c=-`£ ` ' •>N • _ r'-'-;-k'�rz , m''' r" s<'•r xs r f� `f£�"rf*,°` r" `w, v
<br />JOISTS BUCKETS HOLE CUTTING CHART N.T.S. ti*kkfa�¢? ,� y� �F V.y � � y ��� ya'nen F� £�w/ Owr q, a TM
<br />en, sto, fr .0 T�..vM. ram, .<s",;. F,,,, .�, r,.,.; M ✓, :...s€ y=' €., :x:
<br />N.T.S.
<br />< r,, y,a a<'„£ :'sj3s :ts.:,::,.f, srr f y l;<,yi>n,Y ;:<a < ,' < U 0,er ,.fic 'r;r �>c ;.:9serst' t"s, "r• :s7'. ,,,rr� S .s< r„ :sr�,�<nra ::,<,>r,•1�:.
<br />Yx'F#d #� aaa a PA ao>Q'rxE"�a.
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<br />,
<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.danscoengineedng.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 = 108MPH), 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 IT IS SIGNED AND SEALED,
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY.
<br />©2020 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER. WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />©2020-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 />01.09.19 1.02 ROOF UNDERLAYMENT REV.
<br />02.11.19 1.03 UPDATED CONNECTION
<br />CROSS-REFERENCE TABLE
<br />10.09.19 1 04 UPDATE BAR LAP SPLICE
<br />DET. A/S3 & J/S6
<br />O VERSION NO. 1.04 10.09.19
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<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 390743
<br />DATE ISSUED: 05.14.20
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
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