|
APT S AN TA RAFTER P BLE
<br />M MBER 5IZEAND SPACING(`
<br />MAXIMUM LENGTH
<br />M M BERCONNECTIONS,
<br />1
<br />2 X 41 16 O.C.
<br />7 - 51
<br />(2) I6d TOENAILS
<br />2' X 6' 6 16' O.G.
<br />10'-8'
<br />(2) 16d TOENAILS
<br />2' X 8' 6 16' O.C.
<br />13'-9'
<br />(3) 16d TOENAILS
<br />2' X 10' 6 16' O.C.
<br />16'-5'
<br />(1) USP HTU)20 OR (3)16d TOENAILS
<br />2' X 12' 6 IV O.C.
<br />19'-3'
<br />(1) USP HTU120 OR (4)16d TOENAILS
<br />2' X 4' Q 24' O.G.
<br />6'-1'
<br />(2) 16d TOENAILS
<br />2' X 6' @ 24' O.G.
<br />8'-6'
<br />(2) 16d TOENAILS
<br />2' X 8' 0 24' O.G.
<br />111-0'
<br />(2) 16d TOENAILS
<br />2' X 10' 6 24' O.C.
<br />13'-0'
<br />(3) 16d TOENAILS
<br />2' X 12' tv 24' O.C.
<br />15'-4'
<br />1 (1) USP HTU120 OR (3) 16d TOENAILS
<br />TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
<br />= SOUTHERN YELLOW PINE, 55 PSF LOADING
<br />rU2 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 />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 />-252
<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 w ind speeds between those given above the load may be interpolated, otherwise use the
<br />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 />FILL CELL STD. 90' HOOK BOND BEAM
<br />1 1
<br />ROOF PIAPHRAOM NAILING SGHEDULE
<br />USP
<br />RIDGE LINE
<br />� MUGT15 TYP GRRDE
<br />W
<br />m
<br />+
<br />+ + + + + + + + O
<br />+ + + + + + + + + + + + + +
<br />t t
<br />+ +
<br />+ + + + + ... + + -'
<br />+ + + + + + + + + + + + + +
<br />+
<br />+
<br />+ + + + + + + + °
<br />+ + + + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+
<br />+
<br />+
<br />+ 6'-O" (TYP.)
<br />+ +
<br />+
<br />+
<br />+
<br />+
<br />+ +
<br />+
<br />+ +
<br />++
<br />+ +
<br />+
<br />+
<br />+ +
<br />+ +
<br />+++
<br />+++
<br />+
<br />+ + + + + + + +
<br />+
<br />+ + + + + + + + + + +
<br />+ +
<br />+ +
<br />+ + + + + + + 131
<br />+ +
<br />+ + + + + + + + + +
<br />+
<br />+
<br />+ + + + + + + +
<br />+
<br />+ + + + + + + + + + +
<br />+ +
<br />+ +
<br />+ + +
<br />+ +
<br />+ + + + + +
<br />+
<br />LU
<br />R TRUSS
<br />STD. 90o
<br />.
<br />CONT. #5
<br />CONT. #5 �
<br />BAR HOOK
<br />BAR
<br />2X TOP PLATE
<br />"
<br />#5 CONT.
<br />THRU
<br />BOLT
<br />FROM
<br />15/52" GDX PLYV400D
<br />FOUNDATION
<br />OR 7/I6" osB (FOR
<br />TO HIGHEST
<br />SHINGLE) Iq/32" GDX
<br />PLYWOOD OR O5B
<br />BOND BEAM
<br />(FOR TILE)
<br />BOND
<br />BEAM STEP
<br />2 X 6 (MIN) B.U.0
<br />ID6E LINE -7 1
<br />140 MPH 3 5EGOND GUST EA2051,111RE 'G' WIND ZONE 140 MPH 3 SECOND GUST EXP05 )RE 'G' WIND ZONE SCALE: N.T.S. USP
<br />(FOR SHINGLE) (FOR SHINGLE) MUGT15 TYP.
<br />R5R5-OI NAILS @ 6" O.G. 4 R5RS-OI NAILS @ 6" O.G. EDGES $
<br />+++++ 4" O.G. @ GABLE END HALL OR GABLE TRUSS RSR5-01 NAILS @ 6" O.G. INTERMEDIATE 2nd FLOOR
<br />O 115 INGH NOMINAL SHANK DIAMETER O 113 INGH NOMINAL SHANK DIAMETER INTERIOR/EXT WALL SEE
<br />2 515" INGH NAIL LENGTH 2 3/5" INGH NAIL LENGTH
<br />PLAN FOR MORE INFO
<br />(FOR TILE) (FOR TILE)
<br />CONT. BASE PLATE
<br />R5R5-OI NAILS @ 6" OG 8 4" OG @ GABLE END RSRS-DI NAILS @ 6" Or, EDGES ff
<br />BEARING COLUMN
<br />TYPICAL USP MUGT15 TO
<br />HTA 20-18 / HTA 20
<br />HALL OR GABLE TRU55 R5R5-OI NAILS @ 6" OG INTERMEDIATE
<br />0.120 INGH NOMINAL SHANK DIAMETER (MIN) 0.120 INGH NOMINAL SHANK DIAMETER (MIN)
<br />SEE PLAN FOR REQ'D PLYWOOD FLOOR
<br />SHEATHING PER PLAN
<br />BUILT-UP COLUMN DETAIL
<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) R5R5-01 15 A RING SHANK ROOF SHEATHING NAIL MEETING THE 5PEGIFIGATIONS IN ASTM F166-1
<br />2) SEE 5TRUGTURAL NOTES FOR SHEATHING SPEGIFIGATION5 AND WIND 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 />"'
<br />LOCATION OF UPLIFT VALUE
<br />4 SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER.
<br />� INTERIOR BRIG. WALL
<br />SECOND RT16A
<br />IS BASED ON
<br />IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, GONTRAGTOR MUST GONTAGT DANSGO ENGINEERING,
<br />TJI PER PLAN
<br />LLG FOR ALTERNATE FOR NAILING PATTERN.
<br />TOTHERWISESOLID
<br />S.P.F.
<br />BLOCKING TO MATCH
<br />�TJ # OF 2nd FLOOR
<br />Solid block all posts from STUDS
<br />above to bearing below.
<br />O USP RT16A USING
<br />SECTION @ INT. BRIG. WALL
<br />17-8d x1 1/2" NAILS
<br />DOUBLE JOIST CONSTRUCTION
<br />;,..
<br />°®
<br />UPLIFT =1160#
<br />CONNECTION CROSS-REFERENCE
<br />USPSTRUCTURALCONNECTORS
<br />SIMPSON STRONG -TIE
<br />CONNECTOR
<br />GRAVITY(100%)
<br />UPLIFT(LBS)
<br />LATERAL,
<br />GRAVITY(100°i6)
<br />UPLIFT(LBS)
<br />LATERAL,
<br />F2(LBS)
<br />FASTENERS
<br />CONNECTOR
<br />F2(LBS)
<br />FASTENERS
<br />SYP SPF
<br />SYP 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 1 1/2"
<br />HHETAI6
<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 13IN'
<br />RT16M
<br />-
<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 />18-10d x 11/2" & (1) 5/8" 0 A.B.
<br />8" EMBED.
<br />W/ 8" EMBED.
<br />HTT45
<br />-
<br />-
<br />3812*
<br />3625*
<br />-
<br />18-10d & (1) 5/8-'0 A.B. W/
<br />HTTS
<br />-
<br />-
<br />3812*
<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 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) SIDS 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-SD52.5
<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 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 />LTTI31
<br />-
<br />-
<br />2805*
<br />2412*
<br />-
<br />18-10d x 11/2" & (1) 5/8" 0 A.B.
<br />NONE
<br />W/ 6" EMBED.
<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 />EMBED,
<br />MGT
<br />-
<br />-
<br />2556**
<br />2556**
<br />_
<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 />1 110
<br />1 10-8d x 11/2"
<br />RT16A
<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 />1260(225)
<br />18-10d x 11/2"
<br />SPT22
<br />-
<br />-
<br />735
<br />632
<br />275(236)
<br />8-30d
<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 />6-10d 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 />-
<br />(8) 1/4" x 3" WOOD SCREWS
<br />HDU4-SD52.5
<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 />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 />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
<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 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 />1 3706 1
<br />2595
<br />2231
<br />-
<br />28-16d &16-10d
<br />HGUS29-2
<br />1 4973 1
<br />4276 1
<br />2695 1
<br />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 1
<br />2382 1
<br />2048 1
<br />1516 1
<br />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 A307THRU BOLTS INTO
<br />(2) 3/4" 0 A307THRU BOLTS INTO
<br />LEG3 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 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/el
<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. ) Small gap 2" min.
<br />2" max11
<br />1/8" gap
<br />4 max.
<br />NIT
<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 />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 />A--
<br />2x • CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o c clinched when possible Staner rows from o osite
<br />required when indicated or max.
<br />Web Stiffener Fastener Schedule
<br />Joist BearingLocation
<br />Series Depth End Intermediate
<br />8
<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 />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 />BCI60su
<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 />11-7/81,
<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 />c
<br />SIZE AND QUANTITY
<br />c
<br />c 6 OF FASTENERS
<br />6 6 6 C 6
<br />6�0 6
<br />O
<br />6 6 6 p 6
<br />G
<br />6 6 6 � 6 6
<br />om 6000mAe
<br />9 pp - Hangers with side nailing. 6 d 6 6
<br />OF THE JOIST ASA REQUIRED LEAVING 8" 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.
<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 />Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists
<br />meet over wall, or wall stacks directly over wall or , TABLE 11905A.1
<br />Load bearing wall must stack
<br />over squash=20 blocks and beam below Load bearing wall must stack over tIRDERt„A ' RT TABLE
<br />*
<br />Non -stacking walls wall bbel* blocking and wall or beam below.*
<br />require additional '
<br />or ow.
<br />Joist Roof Slop4.12 and
<br />consideration. Check When joists meet over wall, provide Roof Co e7liaB Se tl Roof to 2`4 � e� a meat Greater Urdetteyfttt xtt
<br />local building
<br />code for appropriate I -Joist can be offset I 'Less `han4:t2 U dedaY t� Att l�a°r ene A ol'tmenr
<br />1/16" 1 3/4" minimum bearing for each. itey 1
<br />details in One 10d box up to 3" to avoid �"-._"-.••"•�'_...'•�� .,"•;'" ; "`•'-.`•' �-..-."�."�..'„-�`'•-.'•-."--`„'-.
<br />vertical plumbing ASTM D2:2-6 Type t ag li ; AS' M 022,16 Type Ill
<br />areas=20 of high or=20 sinker erg. „ r „ ; ,,.€ 4;3y I ; 1
<br />lateral load. 3" max AST'N4 D- €p.r yip L III or IV 1 ASS fy4 �y� �. I
<br />nail each side t Asphalt shingles R906,2 AST M D,675 I ASTM Do7 57 € �
<br />at bearing. ;
<br />JOISTS OFFSET tl
<br />,,,..., At;.'9 a a '19l8z z 13197u
<br />N.T.S.
<br />Provide adequate bearing Concrete and L try Tile See Section RW1
<br />Use 10dxY nails at 6"o.c. for all joist r..... ",., . , > ., >..:M" .,, :. a»..�,,.»", �.0 .w..,-.� ,.M ., ., ..,„
<br />for each lapped joist. € . ... .. ......:. ... i .���..,, ,..........,...
<br />blocking panel *Non -stacking walls AST al D2126 lyeI oz II i
<br />10d nails require additional consideration. AS>M-1 D4869 T €a A Tt I F > 13 I!
<br />Squash block q Mkt ;rest shingles Type =''., Ill or IV � _ �
<br />q SECTION @ INT. BRIG. WALL 1 A 1 1 ,3� 7 1 AS,T�1I)A8 0 Ty1 : tL$ _ 2
<br />(2x4 minimum) R9064
<br />Bearing wall, Versa -Lam LVL or N.T.S. AT D 1970 3 AMSTM D1970 „
<br />Glulam Beam"-
<br />ASTM D22' "Iypw 1 or I I ���_ �fi 1� 0 t �
<br />Ne tws ed roll 1T1 t0486 y,, •t, Ill or IV 1 2 � �y
<br />� �tl
<br />AS ' F � I
<br />ASTI l 04� ae A I
<br />NO HOLES (EXCEPT A T l D 75 t p
<br />MINIMUM SPACING = 2x GREATEST
<br />Backer block (12" wide min. x
<br />KNOCKOUTS) ALLOWED = R85-
<br />IN BEARING ZONES D DIMENSION OF LARGEST HOLE Nail with 10-10d nails. I AST N4 0197r1 l I ASTt I D11970 3 1
<br />(KNOCKOUT EXEMPTS) Install tight to top flange. __,,.__..__ ,__„__...._„_.,.,, _.. ._.._� "_,_..,._..__ ..... _.........
<br />(see table bel..,,,._ _._.._.._._.
<br />OW) D ASTf1DZ26TypeIorIt ��
<br />(see table b l e below) l o w State and slate -type ASTM 1D 1 1 AS T N i D226 Type 1I � F.
<br />) 4Lt6•.l `�l�e t,, (II o€' I�• j
<br />shingles { A_,Txtl 18% TypeIV
<br />DO NOT cut, notch Joist hanger ASTM E,16 57 I
<br />-
<br />or drill flanges j� R6 6 "-m-- ---"�-"-•�- � "---"
<br />_"- ASTM `1190 ASTM D1970
<br />I
<br />Co co Weds to"tes " A f t D2 01 �tt I
<br />y ? II § 2> yPe 1.
<br />R 7 ASTh4 D4869 Type It M of 1 AS 104869 Type IV
<br />A 1 z" ROUND HOLE MAY DO NOT CUT HOLES i 11at1ed lot ot.
<br />6 BE CUT ANYWHERE IN 6 6" ROUND IN 10-10d nails.
<br />Filler block.. I Wood shakes e ASTNI D2261 Type It 2
<br />[
<br />CANTILEVER LARGER THAN Nail with sta�pes4.'I`28o�t•
<br />THE WEB. PROVIDE AT R9tt8:. ( AST1h104r4 Type IV
<br />LEAST 3" OF CLEARANCE CANTILEVERS. B„". _, jea1
<br />acker block required where top ,........ ",.,,., "".,,,,_.................
<br />FROM OTHER HOLES mount hanger load exceeds 250 lbs. AST} 1 D "Q 6 Tye ) or tl t t A I t 1 D226, Ty to tt
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1/" Install tight to to flange. ? AST t 04` 61, Ty9€. =I, Itl or I t 1 T t t D 9 Ty IV 1
<br />a> ,:. 9 p 9 'tat Hof Pals � t� €
<br />0 ' `: :R90; ill Da3 ? [ AS7 tY1=�Li757
<br />A 6T 1 r
<br />.x
<br />a t .: ..... .., .: _..", Tlxt t 1ST* ? _. Ly1970 9
<br />3 A 0 3 AST lz1 "
<br />� t'�F � 1 < ,1.W.2. 1 1,_31 1` 7_ '1` "t 1'° 2'-4'x ;2`-1 3-7 3-71 1/4"-2"gap € , { 32.
<br />AtTY 10 jD1s1 '12 T-9' 1- ° T 2. .I= 2x, 23' -9' 2' 4,a 2 1�1" .3° 7' 4'-� 4 9x -4'x A�T�1 t�2.� � 1yp � r I i AS $; D122-� Type 11 I
<br />_:: a
<br />1' 1J` 1'_.1,x '1' 2 x t'- 'x V-7"x Z-6x S' Z' .3-10" 4` !'" `-7 4 7 �2 1 Photo otW,�e shin les ���..TNI L3 ,S. 9 ype IL Ill or IV 1 9 ASTtx104869 l ype IV 2
<br />I
<br />�7
<br />€
<br />20 1',-L,x .1,_.1xx �"fix .1'-2,x 2��,x 3'�=x 4'-O'• 4'-10gx 6_11'x -11" 7"-11,. S',:1.,1'"x R:17 A�sal�lDf�7`57 1 I r�STt�1't.�t�a,.s
<br />��qq �y �n }�g �, t �s g� p �+�t �+ Backer Block ;.,...,._...,,.,.....-g..,_,__ g��,..__.,.,,_...,,,,,,...�,,,",___...,...".............._.,,".. „ ,........,,.".._ y��g ... ^p'€'}.__-.-......"......."
<br />.2:4 +G 19' � � T' .&.s; Z' V-3" aryl p`,1sx -T-9 x 4'-+.t'" 6-1O:s1. f G ` 8 -41 9-�,3'x 10 f_ :r. " ! X°F��� [.l Y 7�a�` _ � ..,, ASTM 3'�'. -.,F a :t �3
<br />f ii C i i .".
<br />€ _
<br />„Top Mount "Face Mount";-....",..".-..........................._.._,._.........._._.-...._.A",,,....,,.."..."."-.,.._....__._...,,..,.,.,,__"."�.._."..._„_..._,_......_....,,,.__._..,"�..,,..".,...,"."-.",__.,,._,._.._..__.__,.,,....,,..,.,.,.,.s........�.._.-._..,.,."_".,�
<br />NOTES: Backer block shall be tight Backer block shall be tight
<br />1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with t RoO v" "a *Wt m veft W€, 12 uv*� �,*ftmrft€ ,>,7..pemtm }, and f ,U �,� .a€ lW ,n ,., umft ,er1,.
<br />2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top .483 mm_ ,,,I t of .- v*>:Mw "a„t. rw:€t,ng at € �mvim, ,h..,;*�_,.l�$ u3ttiiin"4?x, k, .m€_" r, ;,Wlpc... w4&:...g.... ,ne ea,,., 36.
<br />3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. "2 r _4 € „ x f'Fi€S:z t Y - rl r,g srp tp .„ € i t pt hn C, €>M-st $,n� <s I t, gfte", t t nvv T
<br />n? rPeY r, �,": 3 zm to a mV.,, *e dt,ct: a? th u rh: €t € r des. '<� z M r: W �r �?s is It;,l , ."� w4 _fit 'g ,,*;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 eb stiffner as 7 �� ,
<br />Web stiffeners are not required when o t ,.tt� t, ...1r . L.w , _. _H c€x t i tt :� a , rc t ; ate. ,. „s", o.v t W�ixYT31n i �hr1fDgat* V*t tatt� tote
<br />THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF q top required if hanger ���ih w�p rst1, � rlt �pH c1�nt.:c>,. �� t rv�>L � R, � Tr��, ����; � pl��y r � �idet,���,.,,r ra.t t��� ttttz•, .�.z ny . ;,,� „ a��t ,
<br />I` -� �= a
<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 rtl a„ 4 ,� ,., _ „� ,>€,=,,t ?, Y€t„ tlnr., _ ;€;, t • , _;
<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 �v rW t,. s z,<Wr :> DM3 e� f.,fr rxg ::, w k imp €ate mW' t' im F, Pr Miwk =p raft. Cap nap s' *0 shM >Lmm � tengtt,, auffiLka x to n,N> elnvm
<br />MEMBER CONDITIONS. requirements lbmm=gt, Ine 1o€„ �ftu, Lb rt t €M r�r,tl r V, W, pile <re €ootr�eam,
<br />6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF 2. RO& 1=e .rt t r a try €te i> t t h,xrt-O€ W C53: rv�nt Mapea argmrar tt r Eiaa a=,t p ,i= rw s( , m! OamNq
<br />THE LARGEST HOLE. .6 X Joist t,Os " wnm „;..& pp"W 4 ,Ss; mmj, "', J mpg sh,,,.1 ba 6 €nr�h r:a ww xdr� :,fit 6 fi n,a. ; ,w, w-da=mone?t s,, E it aft„lmd to n r"M Mt c .
<br />7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. o depth
<br />.33--a.*wi zr6`m Vmar w aft0he,"' worq`. _m >_ w P". , tt 'a' R � Y£:€T'Y €t w, c'`• m "M„€ eT, v v„ 4)41� llnat3 1,- ix1,<k rahfti aaps: Ss14
<br />8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1tZ" KNOCKOUT HOLES TURNED WITHER 1::
<br />UP OR DOWN.
<br />ax="€ t"v >? a .', 1- 0 H= a ,. ,\� n,. Tl"e Lip r50 P E 9 V40 be #,€ � ii S:1 ¢::. � � R`"t; t[ �ing k�nKt'. gmp "?€fit W� ia3:•init,t,
<br />9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS „ = €,f:', r p naft. oap s s,€ s iar"I %t gyp t e ve ,,tenqW rR„ien � P-;se rd€� ,: W, S� V. o Iep� than �4 gr it m,�kq
<br />PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE 1 R-*�f M „, m ,,,:T_tg €a, Inat hmizontmt17pp_m*" t,�Opt-i ar« vmwwr, T" w tnwe on.* s,m_w be to tft,d we w, % pa t sa-.,g
<br />POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. r pis _ . _ Lzttt� mn °r. €�� s _. �., , wt`� A � M Q u , fit . 0 x rr e� �,� n0h Me :;104" ml ct€�£Yae` w"l � MW
<br />-JOISTS BUCKETS w =tx, T�, . m,, � i kwngt mak-; O�, Lang r �Ww, F mmMWo t nft"w0m and,. ; t �,xpmv >wftr•1,k tc vannQ-w W,t,nS.a d
<br />HOLECUTTING CHART N.T.S. enapfi m A m1 m 4-W Oim� OW Mo 3041 0 "Ifa tenno iT.F i a bbwmfl, t enbmme Tr ��A ASPM 0194re WOMW tr,
<br />4Mft an ° BRA tVi£i F Zt S ib' +-a i : atx"' Un alla ha e VW vacs 0 t mn � r', nw, `i3i3t * Wq An aMf xT • 3, 3 d% 3` eM :#
<br />N.T.S. a rwdame wxi, a a M > J_ > z =a"d ,,. ap .af maf _.>zz> inp 11"i V; Lis *, poet vv-w #w_- ea,3z 1 M0 vti k,aa 44,,r widt ::` M2 .mrq €.. a t fpa.
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<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.donscoengineedng.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 />OFTHIS DRAWING ONLY.
<br />@2019 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<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 />VERSI:N
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<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 390443
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />SNI
<br />
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