|
I
<br />RAFTER SPAN TA5LE
<br />MEMBER 51ZE AND SPACING(U
<br />MAXIMUM LENGTH
<br />MEMBER CONNECTIONS*
<br />2' X 4' 6 16' O.G.
<br />1'-5'
<br />(2) 16d TOENAILS
<br />2' X 6' 6 16' O.G.
<br />101-51
<br />(2) 16d TOENAILS
<br />2' X 8' 6 16' O.C.
<br />131-9'
<br />(3) 16d TOENAILS
<br />2' X 10' 6 16' O.G.
<br />161-5'
<br />(U USP HTW20 OR (3) 16d TOENAILS
<br />2' X 12, 6 16' O.G.
<br />1,31-3'
<br />(1) USP HTW20 OR (4)16d TOENAILS
<br />2' X 4' 6 24' O.C.
<br />61-1'
<br />(2) 16d TOENAILS
<br />2' X 6' 6 24' O.G.
<br />8'-6'
<br />(2) 16d TOENAILS
<br />2' X 8' m 24' O.C.
<br />111-0'
<br />(2) 16d TOENAILS
<br />2' X 10' 9 24' O.G.
<br />131-0'
<br />(3) 16d TOENAILS
<br />2' X 12' g 24' O.C.
<br />15'-4'
<br />(1) U5P HTW20 OR (3)16d TOENAILS
<br />TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
<br />• SOUTHERN YELLOW PINE, 55 P5F LOADING
<br />"D2 x 4 MEMBER TO BE 5YP"1 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 />ZONE
<br />10
<br />17.1
<br />-26.6
<br />1 T 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 fromthe 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 />GRAVITY(101rQ
<br />UPUFT(LBS)
<br />LATERAL,
<br />CONNECTOR
<br />GRAVITY(100•/")
<br />UPUFT(LBS)
<br />LATERAL,
<br />FASTENERS
<br />CONNECTOR
<br />SYP SPF
<br />SYP SPF
<br />F2(LBS)
<br />FASTENERS
<br />F2(LBS)
<br />SYP SPF
<br />SYP SPF
<br />MASON RY/CONCRETE APPLICATIONS
<br />MASONRY/CONCRETE APPLICATIONS
<br />HTA16
<br />-
<br />-
<br />1870
<br />1608
<br />710 (611)
<br />9-10d x 11/2"
<br />HHETAI6
<br />-
<br />-
<br />2120 1
<br />1781 1
<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 1
<br />1781 1
<br />770
<br />10-10d x 11/2"
<br />9-10d x 11/2" & (4)1/4" x 13/4"
<br />RT36M
<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 />HT716
<br />3610*
<br />3105*
<br />HTT4
<br />3610*
<br />3105*
<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 />HTT45
<br />-
<br />-
<br />3812*
<br />3625*
<br />-
<br />HTiS
<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 />1550
<br />1550
<br />475(400)
<br />LGT2
<br />2030
<br />1750
<br />170
<br />SCREW -BOLTS
<br />TITEN 2
<br />'
<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 />5" TITEN HD
<br />BOLTS
<br />8-10d & (1) 3/4" 0 A.B. W/ 6"
<br />8-10d x 11/2" & (1) 3/4" 0 A.B. W/
<br />LTS19-TZ
<br />1205*
<br />1036*
<br />EMBED.
<br />LTT19
<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 />NONE
<br />W/ 6" EMBED.
<br />22-10d & (1) 5/8" 0 A.B. W/ 12"
<br />22-10d & Ill 5/8" 0 A.B. W/ 12"
<br />MUGT15
<br />2556**
<br />2556**
<br />MGT
<br />2556**
<br />2556**
<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 />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 />1 535
<br />1 110
<br />1 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 />-
<br />1080
<br />1 930
<br />1260(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 />12-10
<br />SPT4 -
<br />-
<br />-
<br />875
<br />753
<br />-
<br />6-10d x 11/2"
<br />SPTH4 -
<br />-
<br />-
<br />2195
<br />18M
<br />-
<br />12-10d x 11/2"
<br />MUGT15 t
<br />24-10d & (1) 5/8" 0 BOLT
<br />MGT+
<br />ZZ-lOd & (1) 5/8" 0 BOLT
<br />PHD4A
<br />k**
<br />3852
<br />**
<br />3313*
<br />_
<br />(8) 1/4" x 3" WOOD SCREWS
<br />HDU4SDS2.5
<br />***
<br />3965
<br />**#
<br />3285
<br />525
<br />(10) SIDS 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 />-
<br />14-10d
<br />LSTA18
<br />-
<br />-
<br />1235
<br />1 1115
<br />14-10d
<br />LSTA24
<br />-
<br />-
<br />1235
<br />1235
<br />-
<br />16-10d
<br />LSTA24
<br />-
<br />-
<br />1235
<br />1 1235
<br />-
<br />18-10d
<br />LSTA30
<br />1640
<br />1640
<br />1
<br />22-10d
<br />LSTA30
<br />1640
<br />1W
<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 />1 2200
<br />1 715
<br />570
<br />-
<br />10.10d & 4-10d
<br />NONE
<br />HUS26
<br />2760
<br />2430
<br />2035
<br />1630
<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 />8 16d & 4 10d x 11/2"
<br />HUS26 1562 1342 880 756 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 />28-16d & 16-10d
<br />HGUS28-2
<br />1 4973
<br />1 4276
<br />1 2695
<br />1 2316
<br />2416d & 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 />1 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 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 />THDH414
<br />2520
<br />_
<br />1960
<br />_
<br />_
<br />16-16d & (18) 3/16" x 13/4"
<br />HU414
<br />3813
<br />-
<br />2015
<br />-
<br />-
<br />12-10d & 24 1 4" x 2 3 4" TITEN 2
<br />( ) / /
<br />POWERS TAPPER+
<br />U CAPACITY FOR CONCRETE APPLICATION. ANCHOR BOLT REQUIRES MINIM M8 EDGE DISTANCE ON CONCRETE &SET IN SIMPSONSET-XP EPDXY
<br />** CAPACITY FOR MASONRY APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 23/4"EDGE AND 20" END DISTANCE INTO TOP OFFULLY GROUTED
<br />CMU WALL & SET IN SI MPSON 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 />Lu
<br />m
<br />ROOF DIAPHRAGM NAILING 5GHEDULE
<br />alnrF I IMF
<br />+ +
<br />-"--- -"-"- - -
<br />+ + + + + + + + +_
<br />-"- + + + + + + + + + + + +
<br />+ +
<br />-"
<br />+
<br />+
<br />+ + + + + + + + o
<br />+ + + + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+ + + + + + + + +-'
<br />1z
<br />+ + + t + + t + + + + + + +
<br />+
<br />+
<br />+ + + + + + + +
<br />+ + + + t + + + + + + + + +
<br />t +
<br />t +
<br />+
<br />+
<br />+
<br />+ 6'- " (TYP.)
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />++
<br />+++
<br />+
<br />+
<br />+
<br />+
<br />+ +
<br />+
<br />+ +
<br />+++
<br />+++
<br />+ +
<br />+ + + + + + + O
<br />+ +
<br />+ t t t + + + t + +
<br />+
<br />+
<br />+ + + + + + + +
<br />+
<br />+ + t + + + + + + + +
<br />+ +
<br />+ +
<br />+ + +
<br />+ +
<br />+ + + + + +
<br />+
<br />140 MPH 3 5EGOND OUST EXP05
<br />(FOR 5HIN6LE)
<br />+ + + R5R5-01 NAILS @ 6" O.G. 4
<br />+ + 4" O.G. ® GABLE END HALL OR GABLE TRU55
<br />0.115 INGH NOMINAL SHANK DIAMETER
<br />2 5/5" INGH NAIL LENGTH
<br />(FOR TILE)
<br />R5R5-0I NAILS @ 6" OG 4 4" Or, ® 6ABLE END
<br />HALL OR 6ABLE TRU55
<br />0.120 INGH NOMINAL SHANK DIAMETER (MIN)
<br />3 INGH NAIL LENGTH
<br />-RIDGE LINE
<br />1E 1 140 MPH 3 5EGOND GUST
<br />-15/32" GDX PLYWOOD
<br />OR -1/I6" 055 (FOR
<br />SHINGLE) H/32" GDX
<br />PLYWOOD OR 0513
<br />(FOR TILE)
<br />(FOR SHINGLE)
<br />R5R5-01 NAILS @ 6" O.G. EDGES 4
<br />R5RS-OI NAILS ® 6" O.G. INTERMEDIATE
<br />0.113 INGH NOMINAL SHANK DIAMETER
<br />2 31b" INGH NAIL LENGTH
<br />(FOR TILE)
<br />R5R5-0I NAILS ® b" OG ED6E5 4
<br />R5R5-0I NAILS ® 6" OG INTERMEDIATE
<br />0.120 INGH NOMINAL SHANK DIAMETER (MIN)
<br />3 INGH NAIL LENGTH
<br />HIND ZONE
<br />NOTE:
<br />1) R5R5-OI 15 A RING SHANK ROOF SHEATHING NAIL MEETING THE 5PEGIFIGATION5 IN A5TM F1667
<br />2) SEE STRUCTURAL NOTES FOR SHEATHING SPEGIFIGATIONS AND HIND SPEED.
<br />3) END JOINT5 OF THE ROOF SHEATHING SHALL BE STAGGERED AND OGGUR OVER FRAMING MEMBER.
<br />4) 5GHEDULE ASSUMES SHEATHING I5 FASTENED DIRECTLY TO SOUTHERN YELLOH PINE OR DOU6LAS FIR OR BETTER.
<br />IF ROOF FRAMING GONSI5TS OF A LE55ER GRADE OF LUMBER, GONTRAGTOR MUST GONTAGT OAN5GO ENGINEERING,
<br />LLG FOR ALTERNATE FOR NAILING PATTERN.
<br />Backer and Filler Block Dimensions
<br />BCI®Joist Backer Block
<br />Thickness Filler Block Thickness
<br />Series
<br />3/4" or 7/el Two 3/4" wood panels or 2 x
<br />5000s 1.8/1.7 wood panels
<br />1-1 /8" or two 1/2"
<br />6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel
<br />1-1 /8" or two 1/2"
<br />6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel
<br />1-1/8" or two 1/2"
<br />602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel
<br />902.0 2 x- lumber Double 2 x _ lumber
<br />DOUBLE JOIST CONSTRUCTION
<br />(Not required if both loaded equally from above)
<br />Filler blocking
<br />1/8" gap
<br />r
<br />r
<br />E
<br />FILL CELL STD. 900 HOOK BOND BEAM
<br />v7
<br />Q
<br />STD, 90
<br />CONT. #5
<br />BAR HOOK�L
<br />BOND BEAM STEP
<br />SCALE: N.T.S.
<br />CONT. #5
<br />BAR
<br />#5 CONT.
<br />FROM
<br />FOUNDATION
<br />TO HIGHEST
<br />BOND BEAM
<br />2nd FLOOR
<br />INTERIOR/EXT WALL SEE
<br />PLAN FOR MORE INFO
<br />CONT. BASE PLATE
<br />BEARING COLUMN
<br />SEE PLAN FOR REQ'D PLYWOOD FLOOR
<br />COLUMN AND SHEATHING PER PLAN
<br />CONNECTION TJI TO BE CUT TO ALLOW
<br />FOR BLOCKING/TJI
<br />MASONRY WALL OR
<br />INTERIOR BRG. WALL
<br />TJI PER PLAN
<br />OTHERWISE SOLID
<br />BLOCKING TO MATCH
<br />Solid block all posts from # OF 2nd FLOOR
<br />above to bearing below. STUDS
<br />SECTION @ INT. BRG. WALL
<br />N.T.S.
<br />s 1/8" min. 2" min.
<br />2" max. }Small gap 4" max.
<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.
<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
<br />2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite
<br />OF THE JOIST ASA REQUIRED LEAVING 8" GAP @ TOP sides by 6".
<br />DOUBLE JOIST CONNECTION
<br />N.T.S.
<br />SQUASH BLOCKS AT INTERIOR
<br />BEARING
<br />Vertical load transfer =1900 plf max along load bearing wall.
<br />Load bearing wall must stack
<br />* over squash=20 blocks and
<br />Non -stacking walls
<br />require additional wall or beam below.*
<br />consideration. Check
<br />local building �1/16"
<br />code for appropriate
<br />details in One 10d box
<br />areas=20 of high or-20 sinker
<br />lateral load. nail each side
<br />at bearing.
<br />Squash block /
<br />(2x4 minimum) -J
<br />Bearing wall, Versa -Lam LVL or
<br />Glulam Beam
<br />Boise Joist Blocking
<br />Use 3" (lndl nails at 6" a.c.
<br />`,i Provide adequate bearing
<br />for each lapped joist.
<br />Odnails SECTION @ INT. BRG. WALL
<br />N.T.S.
<br />NO HOLES EXCEPT
<br />MINIMUM SPACING A ING - 2x GREATEST
<br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE
<br />IN BEARING ZONES
<br />(see table below) (KNOCKOUT EXEMPTS) D
<br />�. e (see table below)
<br />DO NOT cut, notch
<br />or drill flanges
<br />Tight fit U
<br />2x4/Plywood/OSB web stiffener
<br />required when indicated or
<br />- Hangers with side nailing.
<br />- Hangers with sides not containing
<br />top flange of joist.
<br />- Birdsmouth cuts.
<br />- Under 2nd floor column w/ loads
<br />higherthan 15001b.
<br />BLOCKING PANEL, INTERIOR
<br />Vertical load transfer =1900 plf max. along bearing wall
<br />Required on interior walls : -for vertical load transfer
<br />when load bearing - for lateral support when joists
<br />meet over wall, or wall stacks directly over wall or
<br />beam below Load bearing wall must stack over
<br />/-blocking and wall or beam below.*
<br />Use 10dx3" nails at 6"o.c. for all joist
<br />blocking panel *Non -stacking walls
<br />require additional consideration. -
<br />6- A 1%" ROUND HOLE MAY
<br />BE CUT ANYWHERE IN CANTILEVER
<br />THE WEB. PROVIDE AT
<br />LEAST 3" OF CLEARANCE
<br />FROM OTHER HOLES
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1 2"
<br />DO NOT CUT HOLES
<br />LARGER THAN
<br />ROUND IN
<br />CANTILEVERS.
<br />DOUBLE JOIST CONSTRUCTION
<br />(Not required if both loaded equally from above)
<br />Filler blocking
<br />1/8" gap
<br />r
<br />r
<br />E
<br />FILL CELL STD. 900 HOOK BOND BEAM
<br />v7
<br />Q
<br />STD, 90
<br />CONT. #5
<br />BAR HOOK�L
<br />BOND BEAM STEP
<br />SCALE: N.T.S.
<br />CONT. #5
<br />BAR
<br />#5 CONT.
<br />FROM
<br />FOUNDATION
<br />TO HIGHEST
<br />BOND BEAM
<br />2nd FLOOR
<br />INTERIOR/EXT WALL SEE
<br />PLAN FOR MORE INFO
<br />CONT. BASE PLATE
<br />BEARING COLUMN
<br />SEE PLAN FOR REQ'D PLYWOOD FLOOR
<br />COLUMN AND SHEATHING PER PLAN
<br />CONNECTION TJI TO BE CUT TO ALLOW
<br />FOR BLOCKING/TJI
<br />MASONRY WALL OR
<br />INTERIOR BRG. WALL
<br />TJI PER PLAN
<br />OTHERWISE SOLID
<br />BLOCKING TO MATCH
<br />Solid block all posts from # OF 2nd FLOOR
<br />above to bearing below. STUDS
<br />SECTION @ INT. BRG. WALL
<br />N.T.S.
<br />s 1/8" min. 2" min.
<br />2" max. }Small gap 4" max.
<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.
<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
<br />2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite
<br />OF THE JOIST ASA REQUIRED LEAVING 8" GAP @ TOP sides by 6".
<br />DOUBLE JOIST CONNECTION
<br />N.T.S.
<br />SQUASH BLOCKS AT INTERIOR
<br />BEARING
<br />Vertical load transfer =1900 plf max along load bearing wall.
<br />Load bearing wall must stack
<br />* over squash=20 blocks and
<br />Non -stacking walls
<br />require additional wall or beam below.*
<br />consideration. Check
<br />local building �1/16"
<br />code for appropriate
<br />details in One 10d box
<br />areas=20 of high or-20 sinker
<br />lateral load. nail each side
<br />at bearing.
<br />Squash block /
<br />(2x4 minimum) -J
<br />Bearing wall, Versa -Lam LVL or
<br />Glulam Beam
<br />Boise Joist Blocking
<br />Use 3" (lndl nails at 6" a.c.
<br />`,i Provide adequate bearing
<br />for each lapped joist.
<br />Odnails SECTION @ INT. BRG. WALL
<br />N.T.S.
<br />NO HOLES EXCEPT
<br />MINIMUM SPACING A ING - 2x GREATEST
<br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE
<br />IN BEARING ZONES
<br />(see table below) (KNOCKOUT EXEMPTS) D
<br />�. e (see table below)
<br />DO NOT cut, notch
<br />or drill flanges
<br />Tight fit U
<br />2x4/Plywood/OSB web stiffener
<br />required when indicated or
<br />- Hangers with side nailing.
<br />- Hangers with sides not containing
<br />top flange of joist.
<br />- Birdsmouth cuts.
<br />- Under 2nd floor column w/ loads
<br />higherthan 15001b.
<br />BLOCKING PANEL, INTERIOR
<br />Vertical load transfer =1900 plf max. along bearing wall
<br />Required on interior walls : -for vertical load transfer
<br />when load bearing - for lateral support when joists
<br />meet over wall, or wall stacks directly over wall or
<br />beam below Load bearing wall must stack over
<br />/-blocking and wall or beam below.*
<br />Use 10dx3" nails at 6"o.c. for all joist
<br />blocking panel *Non -stacking walls
<br />require additional consideration. -
<br />6- A 1%" ROUND HOLE MAY
<br />BE CUT ANYWHERE IN CANTILEVER
<br />THE WEB. PROVIDE AT
<br />LEAST 3" OF CLEARANCE
<br />FROM OTHER HOLES
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1 2"
<br />DO NOT CUT HOLES
<br />LARGER THAN
<br />ROUND IN
<br />CANTILEVERS.
<br />s 1/8" min. 2" min.
<br />2" max. }Small gap 4" max.
<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.
<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
<br />2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite
<br />OF THE JOIST ASA REQUIRED LEAVING 8" GAP @ TOP sides by 6".
<br />DOUBLE JOIST CONNECTION
<br />N.T.S.
<br />SQUASH BLOCKS AT INTERIOR
<br />BEARING
<br />Vertical load transfer =1900 plf max along load bearing wall.
<br />Load bearing wall must stack
<br />* over squash=20 blocks and
<br />Non -stacking walls
<br />require additional wall or beam below.*
<br />consideration. Check
<br />local building �1/16"
<br />code for appropriate
<br />details in One 10d box
<br />areas=20 of high or-20 sinker
<br />lateral load. nail each side
<br />at bearing.
<br />Squash block /
<br />(2x4 minimum) -J
<br />Bearing wall, Versa -Lam LVL or
<br />Glulam Beam
<br />Boise Joist Blocking
<br />Use 3" (lndl nails at 6" a.c.
<br />`,i Provide adequate bearing
<br />for each lapped joist.
<br />Odnails SECTION @ INT. BRG. WALL
<br />N.T.S.
<br />NO HOLES EXCEPT
<br />MINIMUM SPACING A ING - 2x GREATEST
<br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE
<br />IN BEARING ZONES
<br />(see table below) (KNOCKOUT EXEMPTS) D
<br />�. e (see table below)
<br />DO NOT cut, notch
<br />or drill flanges
<br />Tight fit U
<br />2x4/Plywood/OSB web stiffener
<br />required when indicated or
<br />- Hangers with side nailing.
<br />- Hangers with sides not containing
<br />top flange of joist.
<br />- Birdsmouth cuts.
<br />- Under 2nd floor column w/ loads
<br />higherthan 15001b.
<br />BLOCKING PANEL, INTERIOR
<br />Vertical load transfer =1900 plf max. along bearing wall
<br />Required on interior walls : -for vertical load transfer
<br />when load bearing - for lateral support when joists
<br />meet over wall, or wall stacks directly over wall or
<br />beam below Load bearing wall must stack over
<br />/-blocking and wall or beam below.*
<br />Use 10dx3" nails at 6"o.c. for all joist
<br />blocking panel *Non -stacking walls
<br />require additional consideration. -
<br />6- A 1%" ROUND HOLE MAY
<br />BE CUT ANYWHERE IN CANTILEVER
<br />THE WEB. PROVIDE AT
<br />LEAST 3" OF CLEARANCE
<br />FROM OTHER HOLES
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1 2"
<br />DO NOT CUT HOLES
<br />LARGER THAN
<br />ROUND IN
<br />CANTILEVERS.
<br />Squash block /
<br />(2x4 minimum) -J
<br />Bearing wall, Versa -Lam LVL or
<br />Glulam Beam
<br />Boise Joist Blocking
<br />Use 3" (lndl nails at 6" a.c.
<br />`,i Provide adequate bearing
<br />for each lapped joist.
<br />Odnails SECTION @ INT. BRG. WALL
<br />N.T.S.
<br />NO HOLES EXCEPT
<br />MINIMUM SPACING A ING - 2x GREATEST
<br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE
<br />IN BEARING ZONES
<br />(see table below) (KNOCKOUT EXEMPTS) D
<br />�. e (see table below)
<br />DO NOT cut, notch
<br />or drill flanges
<br />Tight fit U
<br />2x4/Plywood/OSB web stiffener
<br />required when indicated or
<br />- Hangers with side nailing.
<br />- Hangers with sides not containing
<br />top flange of joist.
<br />- Birdsmouth cuts.
<br />- Under 2nd floor column w/ loads
<br />higherthan 15001b.
<br />BLOCKING PANEL, INTERIOR
<br />Vertical load transfer =1900 plf max. along bearing wall
<br />Required on interior walls : -for vertical load transfer
<br />when load bearing - for lateral support when joists
<br />meet over wall, or wall stacks directly over wall or
<br />beam below Load bearing wall must stack over
<br />/-blocking and wall or beam below.*
<br />Use 10dx3" nails at 6"o.c. for all joist
<br />blocking panel *Non -stacking walls
<br />require additional consideration. -
<br />6- A 1%" ROUND HOLE MAY
<br />BE CUT ANYWHERE IN CANTILEVER
<br />THE WEB. PROVIDE AT
<br />LEAST 3" OF CLEARANCE
<br />FROM OTHER HOLES
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1 2"
<br />DO NOT CUT HOLES
<br />LARGER THAN
<br />ROUND IN
<br />CANTILEVERS.
<br />'-2
<br />V-2
<br />1-
<br />V S3'
<br />V-7"
<br />_11 `1
<br />2-4`
<br />Z-
<br />-2'
<br />3 -7.
<br />Any 1 1s sf.....
<br />2 1'
<br />t
<br />1'
<br />V 2
<br />1-3"
<br />1. R
<br />2.-,4,.
<br />2' f.1"
<br />3"-7"
<br />4` 2'
<br />4-9R
<br />5!-4**
<br />}
<br />¢.�
<br />1Ys 1'�I`
<br />1 1
<br />11-2*
<br />t-y
<br />��-i`. x
<br />+¢ 7
<br />@-d x
<br />z_ r
<br />L �
<br />3
<br />JP �"
<br />3f0��
<br />1
<br />4'�"
<br />-�1
<br />FT A
<br />20 T-9'
<br />1 1
<br />T-Z'
<br />1'-2
<br />2-9'
<br />3-9F
<br />4t-O,"
<br />4 10,d
<br />.....__ ............ ............ .........................__.....
<br />'^"��.����qq +�
<br />24 6'-:�'�
<br />+�
<br />1 ' F!"
<br />+�
<br />R'.. ZZ
<br />^'
<br />4'_3"
<br />�'y �r
<br />L''-:F'
<br />^'} -y�
<br />q7 - ¢
<br />NOTES:
<br />1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
<br />2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
<br />3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
<br />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
<br />THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
<br />A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
<br />5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
<br />MEMBER CONDITIONS.
<br />iA JIAVJ,,6681 THE AMOUNT OF UNCUT WEB BETWEEN M96-90 MUST NOWA6 AT 61AST TWICE THE DIAMETER (OR 60NO88T 8106) OR
<br />7.1 ROUND KNOCKOUTS IN THE WEB MAYBE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER,
<br />8, HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 18" KNOCKOUT HOLES TURNED WITHER
<br />UP OR DOWN.
<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
<br />POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALL SOFTWARE.
<br />HOLE CUTTING CHART
<br />N.T.S.
<br />-When joists meet over wall, provide
<br />1 3/4" minimum bearing for each.
<br />2" min.
<br />4" max.
<br />Web Stiffener Fastener Schedule
<br />Joist Bearing Location
<br />Series Depth End Intermediate
<br />BCI 5000s
<br />9-1/21,
<br />11-7/8"
<br />2-8d
<br />2-8d
<br />2-8d
<br />3-8d
<br />14"
<br />2-8d
<br />5- d
<br />BCI 6000s�
<br />BCI6500s®
<br />9-1/2"
<br />11-7/81,
<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 />BC160se
<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 />BCI90se
<br />11-7/8"
<br />3-16d
<br />3-16d
<br />14
<br />5-16d
<br />I 5-16d
<br />16"
<br />6-16d
<br />I 6-16d
<br />WEB STIFFENER
<br />N.T.S.
<br />Plumbing
<br />I --
<br />------
<br />Joist
<br />I -Joist can be offset
<br />up to 3" to avoid
<br />vertical plumbing
<br />3" max
<br />JOISTS OFFSET
<br />N.T.S.
<br />JC
<br />Backer block (12" wide min.)
<br />Nail with 10-10d nails.
<br />\Install tight to top flange.
<br />\ Filler block.
<br />Nail with
<br />10-10d nails.
<br />Backer block required where top
<br />mount hanger load exceeds 250 lbs.
<br />Install tight to top flange.
<br />1/4"-2" a
<br />9P
<br />Backer Block
<br />"Top Mount" "Face Mount"
<br />Backer block shall be tight Backer block shall be tight
<br />to bottom of top flange with to top of bottom flange with
<br />1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top
<br />flange. flange.
<br />eb stiffner as
<br />Web stiffeners are not required when top required if hanger
<br />flange is laterally supported by joist hanger. doesn't meet
<br />height
<br />requirements
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />LISP
<br />MUC
<br />5/8"0
<br />THRU
<br />BOLT
<br />UE
<br />ML
<br />R TRUSS
<br />'OP PLATE
<br />iAIN) B.U.0
<br />TYPICAL USP MUGT15 TO
<br />BUILT-UP COLUMN DETAIL
<br />LC
<br />SE
<br />TYPICAL HUS INSTALLATION
<br />TYPICAL HTA 20-18 / HTA 20
<br />INSTALLATION
<br />MIN. EMBEDMENT
<br />SCHEDULE FOR
<br />AND QUANTITY
<br />)F FASTENERS
<br />HTA 20-18 / HTA 20
<br />INSTALLATION @ MID SPAN
<br />NOTE:
<br />UPLIFT VALUE
<br />IS BASED ON
<br />S.P.F.
<br />USP RT16A USING
<br />17-8d x1l 1/2" NAILS
<br />UPLIFT =1160#
<br />TYPICAL RT16A INSTALLATION
<br />TYPICAL MTW INSTALLATION
<br />TABLE RMA.1
<br />UNCERLAYMENT TABLE
<br />Roof Covering Section
<br />Roof Slope 2.32 and
<br />Less Than 4.12 Undedayrnent
<br />Roof Slope4: grid
<br />Ltrid rlay tent undedaymont
<br />Greater
<br />Attachmenv Aftchtnenta
<br />undorlayment
<br />_._...._
<br />ASTM 02:26 Tye 1 Cti It
<br />1
<br />AST VI D220 Type IS'.
<br />A,5TM D4869 T pe , 4
<br />ASTM TAB 1V
<br />2
<br />Asphalt shingles R906.
<br />I
<br />. ASTNI D6757
<br />ASTM 067,rr
<br />€
<br />AS F fat � 3 19170 �
<br />� � ATM 011 103
<br />3
<br />:..:
<br />..
<br />Corforete and Clay Tito
<br />'See Serhon R93 ,3
<br />R90S.
<br />,...
<br />I,
<br />ASTM D.Fs:I� . Ty`° 1 or Ii
<br />ASTM D226 Type 11
<br />i
<br />Metal roof shingles
<br />$
<br />ST%D4eEFy+:y3 IV
<br />€
<br />ASTM D486-q Type fV
<br />2
<br />RS06.4
<br />AS714 D 75r
<br />_._•.
<br />ASTNA D 11 cI7 0 € 3 ASTM D1970
<br />3
<br />Mtnerat su f ed roll
<br />AST11 D22%3 1 ype 1 a II I
<br />A55 A D48_69 Type 1I, Ili or ,� ,
<br />��3 Tye II
<br />1
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<br />AST1 DF5757i.
<br />f
<br />i ASTL'l D� T �
<br />y
<br />I
<br />R9a"S
<br />ASTM D 1970
<br />k AS I"IA D1970
<br />3 1
<br />ASTIV1 D226 Type 1 Or It ;
<br />1
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<br />rts! ew
<br />AST1z,I D4e8t-9 Type II., da 1
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<br />ASTM 0226 Type It
<br />1
<br />2
<br />shingles
<br />ASTI I" ?
<br />ASTM 04' 69Iy W
<br />R995,6
<br />ASThil D1970
<br />A_1tT&I 019
<br />3
<br />Wood shingle
<br />,A.ST 1 D226 Type I or It
<br />ASTM 0,220 Type 11' €
<br />R909 T...._.._....._.....w_.._
<br />..
<br />_. _..__.. _..
<br />A z L I 69 Type Id, Ill L r ILA i
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<br />I ASTI 104 9 T ype W
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<br />Limited to roof ,
<br />I
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<br />ASTM D226 T3�1 Ii' 1
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<br />I R906,8
<br />I....
<br />I
<br />ASTM D48% Type IV €
<br />A..._-..._..._..........
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<br />............ _. ._ _, _..._......
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<br />I
<br />i
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<br />AST : D490;1 T�� II.. Ill or I��
<br />1 ASTM 04869 Type IV
<br />2.
<br />1 R918 .1
<br />ASTM D6757
<br />ASTM 057. g7
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<br />ASTM 01910 1 a A,'STNfi I31970
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<br />3
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<br />ASTM D4I Tye If, III or IV ;
<br />1 A T 104 -�. 9 aye 1V
<br />2.
<br />i R20, l7
<br />I
<br />AT1t r757 €
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<br />3 ASTM 0197n-
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<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.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 = 108MPH), 3 SEC. GUST,
<br />EXPOSURE"C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT = 30.18) 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 />02019 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WIrHOUr WRrrrEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />02019 -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
<br />DESCRIPTION
<br />UPDATED CONNECTION
<br />06.08.18
<br />1.01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />01.09.19
<br />1.02 ROOF UNDERLAYMENT REV.
<br />02.11.19
<br />1.03 UPDATED CONNECTION
<br />CROSS-REFERENCE TABLE
<br />VERSION NO 1.03 / 02.11.19
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<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />glee Nkod 199004
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
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