|
FILL CELL STD. 90' HOOK BOND BEAM
<br />I' I
<br />R,4FTER SPAN T,45LE
<br />MEMBER SIZE AND SPACING'
<br />MAXIMUM LENGTH
<br />MEMBER CONNECTIONS*
<br />2' X 4' 6 16' O.C.
<br />111-5'
<br />(2) 16d TOENAILS
<br />2' X 6' 'e 16' O.G.
<br />10'-8'
<br />(2) 16d TOENAILS
<br />2' X 8' 6 16' O.G.
<br />131-g'
<br />(3) 16d TOENAILS
<br />2' X 10' ID 16' O.C.
<br />161-5'
<br />(1) USP HTW20 OR (3) 16d TOENAILS
<br />2' X 12' 6 16' O.C.
<br />191-3'
<br />(1) U5P HTW20 OR (4) 16d TOENAILS
<br />2' X 4' 6 24' O.G.
<br />61-1'
<br />(2) 16d TOENAILS
<br />2' X 6' 6 24' O.C.
<br />8'-0
<br />(2) 16d TOENAILS
<br />2' X 8' 9 24' O.G.
<br />111-0'
<br />(2) 16d TOENAILS
<br />2' X 10' is 24' O.G.
<br />131-0'
<br />(3) 16d TOENAILS
<br />2' X 12' 1@ 24' O.C.
<br />15'-4'
<br />(1) USP HTW20 OR (3) 16d TOENAILS
<br />* TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
<br />** SOUTHERN YELLOW PINE, 55 P5F LOADING
<br />`I'2 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 />ZONES
<br />ZONE4
<br />ZONE5
<br />10
<br />17.1
<br />-26.6
<br />17.1
<br />-46.2
<br />1 T 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 />I
<br />ROOF DIAPHRAGM NAILINO SCHEDULEUSP __
<br />RIDGE LINE of - -_-1 - MUGT15 TYP, �GIRDERTRUSS
<br />Q
<br />+ +
<br />+ + + + + + + + + _
<br />+ + + + + + + + + + + + + +
<br />+
<br />+
<br />+ + + + + + + + o
<br />+ + + + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+
<br />+
<br />+
<br />+ 6"0" (TYP.)
<br />+ +
<br />+ + +
<br />+ + +
<br />+ +
<br />+ + +
<br />++
<br />+++
<br />+
<br />+
<br />+
<br />+
<br />+ +
<br />+ + +
<br />+ +
<br />+
<br />F++
<br />+
<br />+ + + + + + + +
<br />+
<br />+ + + + + + + + + + +
<br />+ +
<br />+ +
<br />+ + O
<br />+ +
<br />+ + + + +
<br />+
<br />+++++
<br />+++++
<br />- CONT. #
<br />Q STD. 90 _. ]CL-------� 5
<br />CONT. #5 HOOK - ------ -- -- -- BAR 2X TOP PLATE
<br />BAR - �_ _- =-==1�
<br />/��� 5/8"o --
<br />#5 CONT,
<br />.................. THRU
<br />- �- - ����---� FROM BOLT
<br />OR OR 1 FOUNDATION
<br />GDX PLYWOOD -
<br />/16° OSB (FOR TO HIGHEST
<br />SHINGLE) 19/32" GDX -
<br />PLYHOOD OR OSB -- BOND BEAM
<br />(FOR TILE)
<br />BOND BEAM STEP 2 X 6 (MIN) B.U.0
<br />IDOE LINE
<br />140 MPH 3 SEGOND GUST EXPOSURE 'G' HIND ZONE 140 MPH 3 SECOND GUST EXP05URE 'G' WIND ZONE SCALE: N.T.S. USP-
<br />(FOR SHINGLE) (FOR SHINGLE)
<br />MUGT15 TYP.
<br />+ + + R5R5-01 NAILS @ 6" O.G. 8 RSRS-OI NAILS @ 6" O.G. EDGES
<br />+ + 4" O.G. @ GABLE END HALL OR GABLE TRUSS RSRS-OI NAILS @ 6" O.G. INTERMEDIATE -2nd FLOOR
<br />0.115 INCH NOMINAL SHANK DIAMETER 0.115 INCH NOMINAL SHANK DIAMETER INTERIOR/EXT WALL SEE
<br />2 515" INCH NAIL LENGTH 2 3/8" INCH NAIL LENGTH
<br />PLAN FOR MORE INFO
<br />(FOR TILE) (FOR TILE)
<br />CONT. BASE PLATE
<br />R5RS-OI NAILS @ 6" OG � 4" OG @ GABLE END R5R5-01 NAILS @ 6" OG EDGE5 8
<br />BEARING COLUMN
<br />TYPICAL USP MUGT15 TO
<br />HTA 20-18 / HTA 20
<br />HALL OR GABLE TPU55 RSR5-01 NAILS ® b" OG INTERMEDIATE
<br />0.120 INCH NOMINAL SHANK DIAMETER (MIN.) 0.120 INGH NOMINAL SHANK DIAMETER (MIN.)
<br />PLYWOOD FLOOR
<br />SHEATHING PER PLAN
<br />SEE PLAN FOR REQOSk
<br />BUILT-UP COLUMN DETAIL
<br />INSTALLATION MID SPAN
<br />3 INCH NAIL LENGTH 3 INCH NAIL LENGTH
<br />COLUMN AND
<br />CONNECTIONTJI TO BE CUT TO ALLOW
<br />- ---
<br />NOTE:
<br />FOR BLOCKING/TJI
<br />1) RSRS-OI IS A RING SHANK ROOF SHEATHING NAIL MEETING THE SPECIFIGATIONS IN A5TM F166�
<br />2) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND HIND SPEED.
<br />MASONRY WALL OR
<br />NOTE:
<br />LOCATION OF
<br />3) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OGGUR OVER FRAMING MEMBER.
<br />�'0 1
<br />UPLIFT VALUE
<br />4) SGHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUOLAS FIR OR BETTER.
<br />INTERIOR BRG, WALL
<br />:::1.1
<br />SECOND RT16A IS BASED ON
<br />IF ROOF FRAMING GON51STS OF A LESSER GRADE OF LUMBER, GONTRAGTOR MUST GONTAGT DAN5GO ENGINEERING,
<br />TJI PER PLAN
<br />LLC, FOR ALTERNATE FOR NAILING PATTERN.
<br />50t.ID
<br />S.P.F.
<br />BLOCKOTHERWISE
<br />TO ATGH
<br />�4# OF 2nld FLOORNG
<br />olid block all posts from
<br />STUDS
<br />above to bearing below.
<br />USP RT16A USING
<br />SECTION @ I NT. BRIG. WALL
<br />p
<br />17-8d x1 1/2" NAILS
<br />DOUBLE JOIST CONSTRUCTION
<br />UPLIFT = 1160#
<br />CONNECTION CROSS-REFERENCE
<br />USP STRUCTURAL CONNECTORS
<br />SIMPSON STRONG -TIE
<br />CONNECTOR
<br />GRAVITY(100%)
<br />UPLIFT(LBS)
<br />LATERAL,
<br />FZ(LBS)
<br />FASTENERS
<br />CONNECTOR
<br />GRAVITY(100%)
<br />UPUFT(LBS)
<br />LATERAL,
<br />I F2(1BS)
<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 11/2"
<br />HETA16
<br />-
<br />-
<br />1810
<br />-
<br />795
<br />9-10d x 11/2"
<br />HTA20
<br />-
<br />-
<br />1870
<br />1608
<br />710 (611)
<br />9-10d x 11/2"
<br />HETA20
<br />-
<br />-
<br />1810
<br />-
<br />795
<br />9-10d x 11/2"
<br />RT16M
<br />-
<br />-
<br />1395
<br />1395
<br />480
<br />9-10d x 11/2" & (4) 1/4" x 13/4"
<br />TAPCON
<br />HM9KT
<br />-
<br />-
<br />805
<br />805
<br />200
<br />(4) SDS V4" x 11/2" & (5) 1/4" x 2
<br />1/4" TITEN 2
<br />HTT16
<br />-
<br />-
<br />3500*
<br />3104*
<br />-
<br />18-10d & (1) 5/8" 0 A.B. W/
<br />12 1/2" EMBED.
<br />HTT4
<br />-
<br />-
<br />3500*
<br />3105*
<br />_
<br />18-10d x 11/2" & (1) 5/8" 0 A.B.
<br />W/ 12 1/2" EMBED.
<br />HTT45
<br />-
<br />-
<br />3500*
<br />3500*
<br />_
<br />18-10d & (1) 5/8" 0 A.B. W/
<br />12 1/2" EMBED.
<br />HTT5
<br />-
<br />-
<br />3500*
<br />3500*
<br />11
<br />_
<br />26-10d x 11/2" & (1) 5/8" 0 A.B.
<br />W/ 12 1/2" EMBED.
<br />LUGT2
<br />-
<br />-
<br />1550
<br />1550
<br />475(400)
<br />16-10d& (5) 1/4"
<br />/ 4"x3"POWERS
<br />WEDGE BOLTS
<br />LGT2
<br />-
<br />-
<br />2150
<br />1850
<br />-
<br />16-16d SINKERS & 7 1/4x21/4"
<br />()
<br />TITEN 2
<br />LUGT3
<br />-
<br />-
<br />3525
<br />3240
<br />-
<br />(12) 1/4" x 21/2" WOOD SCREWS
<br />&(4) 3/8"xS" POWERS WEDGE
<br />BOLTS
<br />LGT3
<br />-
<br />-
<br />3285
<br />2365
<br />-
<br />(12) SDS 1/4" x 3" & (4) 3/8" x 5"
<br />TITEN HD
<br />LTS 19-TZ
<br />-
<br />-
<br />1205*
<br />1036*
<br />_
<br />8-lod & (1) 3/4" 0 A.B. W/ 6"
<br />EMBED.
<br />LTT19
<br />-
<br />-
<br />1310*
<br />1125*
<br />_
<br />8-10d x 1 V2" & (1) 3/4" 0 A.B. W/
<br />6" EMBED.
<br />LTTI31
<br />-
<br />-
<br />2100*
<br />2100*
<br />_
<br />18-10d x 11/2" & (1) 5/8" 0 A.B.
<br />W/ 7 1/2" EMBED.
<br />_TTI31
<br />-
<br />-
<br />1350*
<br />1160*
<br />_
<br />18-10d x 11/2" & (1) 5/8" 0 A.B.
<br />W/ 5" EMBED.
<br />MUGT15
<br />-
<br />-
<br />2556**
<br />2556**
<br />_
<br />22-10d & (1) 5/8" 0 A.B. W/ 12"
<br />EMBED.
<br />MGT
<br />-
<br />-
<br />2556**
<br />2556**
<br />_
<br />22-10d & (1) 5/8" 0 A.B. W/ 12"
<br />EMBED.
<br />RFUS
<br />-
<br />-
<br />5500
<br />4730
<br />_
<br />(12) 1/4" x 3" WOOD SCREWS & (4)
<br />3/4" x 6" POWERS WEDGE BOLTS+
<br />FGTR
<br />-
<br />-
<br />5000
<br />3600
<br />(18) SDS 1/4" x 3" & (2) 1/2" x 5"
<br />TITEN HD
<br />FRAME APPLICATIONS
<br />FRAME APPLICATIONS
<br />RT7
<br />-
<br />-
<br />585
<br />495
<br />195 (160)
<br />10-8d x 11/2"
<br />H2.5A
<br />-
<br />-
<br />575
<br />1 495
<br />1 110
<br />10-8d x 11/2"
<br />RT16A
<br />-
<br />-
<br />1380
<br />1160
<br />645 (545)
<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 />1160
<br />975
<br />415 (345)
<br />16-8d x 11/2"
<br />H10A-2
<br />-
<br />-
<br />1245
<br />1070
<br />260 (225)
<br />18-10d x 11/2"
<br />SPT22
<br />-
<br />-
<br />685
<br />589
<br />260(223)
<br />8-10d
<br />SP1
<br />-
<br />-
<br />585
<br />535
<br />-
<br />10-10d
<br />SPT24
<br />-
<br />-
<br />1030
<br />885
<br />260(223)
<br />12-10d
<br />SP2
<br />-
<br />-
<br />1065
<br />605
<br />-
<br />12-10d
<br />SPT4
<br />-
<br />-
<br />945
<br />812
<br />-
<br />6-10d x 1 2"
<br />SP4
<br />-
<br />-
<br />440
<br />380
<br />-
<br />6-10d x 11 2"
<br />SPTH4
<br />-
<br />-
<br />1730
<br />1487
<br />-
<br />12-10d x 11/2"
<br />SPH4
<br />-
<br />-
<br />1240
<br />1065
<br />-
<br />10-10d x 11/2"
<br />MUGT15+
<br />PHD4A
<br />-
<br />4175***
<br />3590***
<br />-
<br />22-10d & (1) 5/8" 0 BOLT
<br />10 4" x 3" WOOD SCREWS
<br />( ) l/
<br />MGT+
<br />HDU4-SDS2.5
<br />-
<br />3965***
<br />3285***
<br />525
<br />22-10d & (1) 5/8" 0 BOLT
<br />(10) sos 1/4" x z 1/2'
<br />LUGT2
<br />-
<br />-
<br />2260
<br />1900
<br />505(425)
<br />32-10d
<br />LGT2
<br />-
<br />-
<br />2050
<br />1785
<br />170
<br />30-16d SINKERS
<br />HTW20
<br />-
<br />-
<br />1530
<br />1285
<br />-
<br />20-10d
<br />HTS20
<br />-
<br />-
<br />1450
<br />1245
<br />-
<br />20-10d
<br />LSTA18
<br />-
<br />-
<br />1235
<br />1110
<br />-
<br />14-10d
<br />LSTA18
<br />-
<br />-
<br />1235
<br />1110
<br />-
<br />14-10d
<br />LSTA24
<br />-
<br />-
<br />1235
<br />1235
<br />-
<br />16-10d
<br />LSTA24
<br />-
<br />-
<br />1235
<br />1235
<br />-
<br />18-10d
<br />LSTA30
<br />-
<br />-
<br />1640
<br />1640
<br />-
<br />22-10d
<br />LSTA30
<br />-
<br />-
<br />1640
<br />1640
<br />-
<br />22-10d
<br />LSTA36
<br />-
<br />-
<br />1640
<br />1640
<br />-
<br />22-10d
<br />LSTA36
<br />-
<br />-
<br />1640
<br />1640
<br />-
<br />24-10d
<br />HUNG APPLICATIONS
<br />HUNG APPLICATIONS
<br />MSH29
<br />2980
<br />2190
<br />785
<br />615
<br />-
<br />10-10d & 4-10d
<br />THA29
<br />2260
<br />1740
<br />560
<br />480
<br />-
<br />8-10d & 4-10d
<br />HUS26
<br />2760
<br />2373
<br />1925
<br />1655
<br />-
<br />20-16d
<br />HUS26
<br />2720
<br />2330
<br />155D
<br />1335
<br />-
<br />20-16d
<br />THD26-2
<br />2770
<br />2382
<br />2340
<br />2012
<br />-
<br />18-16d & 12-10d
<br />HHUS26-2
<br />2785
<br />2390
<br />1550
<br />1335
<br />-
<br />20-16d
<br />THDH26-2
<br />4375
<br />3785
<br />2340
<br />1715
<br />-
<br />28-16d
<br />-
<br />HGU526 2
<br />4355
<br />3750
<br />2155
<br />1855
<br />-
<br />28-16d
<br />THD26-2
<br />2770
<br />2382
<br />2340
<br />2012
<br />-
<br />18-16d & 10-10d
<br />HTU26-2
<br />2940
<br />2530
<br />2175
<br />1870
<br />-
<br />20-16d & 20-10d
<br />HD28
<br />1230
<br />1057
<br />780
<br />670
<br />-
<br />8-16d & 4-10d x 11/2"
<br />HU28
<br />895
<br />770
<br />610
<br />525
<br />-
<br />6-16d & 4-10d x 11/2"
<br />HUS28
<br />4170
<br />1 3586
<br />1 2570
<br />2210
<br />-
<br />30-16d
<br />HUS28
<br />3965
<br />1 2905
<br />2000
<br />1 1720
<br />-
<br />30-16d
<br />THD28-2
<br />4310
<br />3706
<br />2595
<br />2231
<br />-
<br />28-16d & 16-10d
<br />HHUS28-2
<br />4210
<br />3615
<br />2000
<br />1720
<br />-
<br />30-16d
<br />HD210-2
<br />2155
<br />1853
<br />1170
<br />1006
<br />-
<br />14-16d & 6-10d
<br />HU210-2
<br />2085
<br />1795
<br />1135
<br />980
<br />-
<br />14-16d & 6-10d
<br />THDH210-2
<br />9010
<br />7205
<br />4370
<br />2620
<br />-
<br />58-16d
<br />HGUS210-2
<br />9100
<br />7495
<br />4095
<br />3525
<br />-
<br />62-16d
<br />KLEG3
<br />W/TOP
<br />FLANGE
<br />12200
<br />-
<br />3845
<br />-
<br />-
<br />(2) 3/4" 0A307THRU BOLTS INTO
<br />GIRDER & (4) 3/4" 0 A307THRU
<br />BOLTS INTO MASONRY
<br />LEG3PC
<br />11865
<br />-
<br />3845
<br />-
<br />-
<br />(2) 3/4" 0 A307THRU BOLTS INTO
<br />GIRDER & (4) 3/4" 0 A307THRU
<br />BOLTS INTO MASONRY
<br />THDH414
<br />2520
<br />-
<br />1960
<br />-
<br />-
<br />16-16d & (18) 3/16" x 13/4"
<br />POWERS TAPPER+
<br />HU414
<br />5085
<br />-
<br />2015
<br />-
<br />-
<br />12-10d & (24) 1/4" x 23/4" TITEN 2
<br />CAPACITY FOR CONCRETE APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 8" EDGE DISTANCE 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 SEFAP EPDXY
<br />*** CONNECTION MOUNTED VERTICALLY
<br />O 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 />1-118" 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. 2" min. '
<br />+ -) max. ) Small gap 411 max.
<br />1/8" gap
<br />Clinch nails -7
<br />when
<br />possible
<br />1) Support back of web during nailing to prevent damage to 77
<br />web -flange connection.
<br />2) Block solid between joists for full length of span. Tight fit
<br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2"min.
<br />4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or
<br />4" max.
<br />NTRA T R TO PROVIDE 2 TO FILL THE HEIGHT ' t 12" lin h I wh n sibl St r r w fr m site
<br />Web Stiffener Fastener Schedule
<br />Joist �Bearin Location �.
<br />Series De 1�th End Intermediate
<br />BCI5000s
<br />9-1/2"
<br />2-8d
<br />2_8d____
<br />11-7/8"
<br />2-8d
<br />3-3d
<br />14"
<br />2-8d
<br />^tea-8d Y
<br />BC16000s�
<br />BCI 6500s@
<br />9-1/2"
<br />11-7/8"
<br />2-8d
<br />2-8d
<br />_
<br />2-8d�V
<br />3-8d_
<br />14"
<br />2-8d
<br />_ _
<br />16"
<br />2-8d
<br />_-5-8d
<br />6-8d
<br />BCI 60so
<br />11-7/8"
<br />2-8d
<br />-_--3-8d
<br />14'_
<br />16"-
<br />2_8d
<br />_ _ 5•_8d_-,_
<br />BCI 90se
<br />11-7/
<br />411
<br />5-1 d
<br />1(d
<br />-
<br />16"-•---
<br />i5 -v
<br />TYPICAL HUS INSTALLATION
<br />TYPICAL RT16A INSTALLATION
<br />4" MIN. EMBEDMENT
<br />SEE SCHEDULE FOR
<br />c
<br />SIZE AND QUANTITY
<br />O OF FASTENERS
<br />O 6
<br />6660 6
<br />6 6 6 6
<br />6 d 6 O
<br />O
<br />d d d
<br />6 d d 6
<br />2x_. CO C O x a o.c., c c e a pos e. agge o s o oppo - Hangers with side nailing. d 6 6 6
<br />OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER d d
<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. m °
<br />BLOCKING PANEL, INTERIOR TYPICAL HTA 20-18 / HTA 20
<br />SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall INSTALLATION TYPICAL MTW INSTALLATION
<br />BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer -/^ Plumbing -� -- -
<br />Load bearing walls when load bearing - for lateral support when joists
<br />Vertical load transfer =1900 plf max along load bearing wall. meet over wall, or wall stacks directly over wall or , " TABLE R"905,1A
<br />Load bearing wall must stack beam below ) 11i0ERLAYMEaRT TABLE
<br />*Non stacking walls over squash=20 blocks and -Load be wall must stack over ,
<br />blocking and wall or beam below.`
<br />require additional wall or beam below. Joist >�__......_.__.__...._._.._. ...___.___ ._..._-...._.. ......._. ..__....__._..._�. ..___.._ �.....-._._.. ......._ _.__.... ...-.... ..__..._
<br />CC Roof S opo 412 and
<br />consideration. Check '= Root Slope 2.12 and Uttd' rlayrnen i . U ertayment
<br />When joists meet over wall, provide Roof Covering Section Greater
<br />local building I -Joist can be offset Loss Than 4A2 Uodedayment== At chment
<br />code for appropriate 1/16" 13/4" minimum bearing for each. L�iyot
<br />_
<br />upto 3" to avoid ..._........-_---_.-......-__--,_...._...._..__..__..._.. _.__ _... _W_....W_._...._.._.,..-.
<br />details In One 10d box - - I
<br />areas=20 of high or=20 sinker vertical plumbing \ `�c , f yF z� €l S°�M kli Tv I'
<br />1
<br />lateral load. 3" mc3X . A ti �t I�± i At i e v � I ?•
<br />nail each side i Asphalt shingles R206. as S THIM, DD 7 5 7 ` SPM 6 5
<br />JOISTS OFFSET
<br />at bearing. _. _..". _.
<br />AST f � 9 �T€ j � 1
<br />N.T.S. . ,. .. ...........
<br />...
<br />Conn t and Nay T'do Sectkw, R9015.0
<br />Provide adequate bearing R9015
<br />Use 10dx3 Halls at 6 o.c. for all joist -,.<........-.... , . w, ..... . _
<br />for each lapped joist.
<br />blocking panel *Non -stacking walls A STNI D226 Wx- > z 11 �
<br />10d nails require additional consideration.STM f Type i
<br />Squash block et i roof shier log A Ti,. �I i .�I Ill {
<br />(2x4 minimum) SECTION @ INT. BRG. WALL 9 "
<br />< i = Eye=',.�F�1 t' u. ,
<br />........................ _,.,...w.....,.._ _ _...,...�..., _......w.._........... ....
<br />..�._........,... _
<br />N.T.S.
<br />z_._ . _.. __... ____.W_....._.
<br />Bearing wall, Versa -Lam LVL or AS l
<br />A I, I 2i Type
<br />Glulam Beam ® ��-�����
<br />ilr1�?r '« f a s s fi w 1 3 z D J'? I've 1'>I
<br />(EXCEPT f a r i r> f :' _
<br />N HOLES - rootirt2T? T: I1
<br />O MINIMUM SPACING = 2x GREATEST Backer block 12" wide min. :'.,, j, I
<br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE Nail with 10-10d nails. R 0 ,5 AES M019 0 g3 z`;,.Ti I D 1 . u
<br />D
<br />IN BEARING ZONES Install tight to to flange. € ....... _...................... _...... s.
<br />{KNOCKOUT EXEMPTS) a g R
<br />(see table below) D State audit AN �l ID r Type -I / T , .a .0 ty I''
<br />(see table below) € AS371,; 69TV3X� i m, IV
<br />1
<br />shingles i AS6 a1==
<br />'
<br />DO NOT cut, notch Joist hanger s�1 I A I f Dt
<br />or drill flanges
<br />j p
<br />Wood shingles t A i t I D 2l 1,,vpe i or fl i 16 T,
<br />\� R905 A�yT tll a 4�<f„ �, i r; t a -Type t.
<br />• •� i �" > , ... �. , �,jrL� . t. *? €..F , € g A.w`..T3r......�'.....a. I� �.. a�==• t
<br />A 1%2' ROUND HOLE MAY DO NOT CUT HOLES \ ` € i €r is 'Fit„r
<br />6" 6' 6" Filler block. a6 se
<br />BE CUT ANYWHERE IN CANTILEVER 1 ° _-
<br />\ �� .*R3 #t�3i:en'@w. � s•I "R t. kF 3. +C .i 'Type £
<br />LARGER 1/ Nail with R905<8 � r £l ASTI ,114,86 I r € r e"
<br />THE WEB. PROVIDE AT ROUND IN 10-10d nails.
<br />LEAST 3" OF CLEARANCE CANTILEVERS. 1, ......... ,.
<br />FROM OTHER HOLES Backer block required where top ; it 1
<br />mount hanger load exceeds 250 lbs. r 1 6 ', t z r i S
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" Install tight to top flange. dotal ref jsaanef A € � .)4< 69 y,p a. III o ; _ ; _ � �, _;, _-, � ; ,: g�I�, r = 2
<br />1
<br />:
<br />...,., ...... .. .. �::: r4 T q f€
<br />.'�..r.... .. .... ... .. ...' ....... ........ ........... .... ... .. ...» .... ....... ...... .: ...... .'.: -- ?-="c`>`�I.e. L a �3�� a. ;ei-. i '.F ....,k¢.., ai 3
<br />-_ 2e' a 2" .. 9 3' T. ' . ' , T. '" " '. a. a... - ' .e ', x _ ...... „ .. ... ............................................................................................--...,,..,......,,................
<br />� 'I -O 1-1 1 �' 1-2'' 1-� 1-3 1-7° � -'I � 2'-4 2-'� 3_2' 3 -Z' 1/4"-2 gap-- .._..._..._...._...__..._... ..___..,.......�...�...: _..... _..�.. ..-.._.. �.,. _..�„ . ...�....._._.
<br />Any i& josst..... 12 V-9' 'I'-1°` T Z' T.2^ I'3 1' a -�' �`-Il,a �-7a 4a_2. 4,�s 9-4"� � "£. I
<br />A i.a L. am a I I€.:€t 3r , ` 1 3 ;;;p D4, €yp IV
<br />art 1, a 1`_T' f, �,_. .V-2" 1<_T'K 21 �_'` 3'-Z' 3-10" '-9' S-T' 6 4 7'-Z'
<br />Photovoltaic Shingles, I
<br />FIi I AST a:l [)6
<br />20 1 1 -9. 1-1a 1„ f' �' 2°i=. 3C ` 1 49° 1 4-10`-11'"-11,a 7` 11r9 S'- I1"
<br />Backer Block
<br />24 1°�,. 1`-1a. '1, .2=" ..1,_3.,x .2' �" 3'-7" 4._D,a 6'-+iitt�'=" 7"-,�' i'-�` R'- 10'-0" �� r� �, �Irr � 1 ���TT i"€1rF i
<br />„Top Mount., "Face Mount" H ........_.. .__,, �,_ _»,, ,-, ,",.... __..," _ .. ._., ........... ..... " ._.. .."" m..,.. �o� t
<br />NOTES: Backer block shall be tight Backer block shall be tight Um on,
<br />1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with i€r ,,> _ ;z as " vtl,.11111W €0 12, I, .:.; £s -j: €> t a ,€::<,,, ..N'. _. " . r W„A . ...F :;, c :s €
<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 _> > •� >" €' ,r = x »s. �r . apt £ > 3 €_• h€_»:_
<br />( ) (DEAD)
<br />flange. e.
<br />3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange.
<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.a
<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 € €c,ftr ;>€ u. E, < ,. , F ,w€ , x ""I "_ -„_ M. €€ ,>.,KaF .s t zew
<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 € fr<..: a .n.n ;an _ , ,, ,rI ..r., ,€ , ..: C� � R,ae z , €< �s :. s ,V$M€ , �M,.. •. r ,. ;h,,, >„ , mm
<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 €.a. = r>- €::, r 2 ,• » . � "u' _ _- r _: ar, , ntf am, . a� = t.. � s >. »:rx mpw =s, Cap "0 �.amk she,, f =hs � sw5 r., :€
<br />MEMBER CONDITIONS. requirements.=u<.
<br />6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF N>0 s m » € € =ram;: ear. Jz, = a=b§ aN '; ;\r .s.>; ,
<br />THE LARGEST HOLE. -0.6 X Joist ..> , ...',apt :a c " , a.. r. rt �M ,_ , kf,. _..,..hr i �I nit r if , €,a � fz_r h a isr. ,=1 f s=:^r.•tt ; admr ,€�M» 3
<br />„ 0 depth S € xa�n� 1:..e>i k Hf; z.? .srx ti"aa \i _ San urF FY ':" ri it":. `ra z3=..?z�r x£T.. t` [:.<3'w TI.:clt'1 -.I.
<br />7. 1/ ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. '
<br />t st .g. "S it.£r: S\ a.:.�., "e. e ..:_.: tit '. �E - r 1 ,. f.. t tat s\ r ;. € m £r;Hw fit. 1 4ar A
<br />8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1/ KNOCKOUT HOLES TURNED WITHER .. _, ,>;:. , :,
<br />UP OR DOWN. m, ,>,h
<br />..x= ...,, .3~ ?. ��•' a a+,ii.k ,8y, ti. y;..,>at, C;=?-.a .�:.4 ..a€. ,..-:�`:A gip.. :?�.. 5 .yrr,. �§x;F: � - �. S->a t,. _ .���..- t... €� t� 3• .�.:,-..x. a.a...;�A; K:la v < Lz.:..,: .-. -.:
<br />9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS - - _ r,.,S <-wai. ,.tea c. p > . £ aF=d= s ", a € .- „.a: z as a.., t.at :', w ..... m , at r._:,,
<br />PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE s ..:a s, umM w ;>:.1, k 8,xl gpu,=,=. , T. , . _" v voolvw. a - •.>_:. ,. y.>. _w, aa,p =. ,w
<br />POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. _ 4' t'£ h ' ' L' v= _ r � €.
<br />JOISTS BUCKET. » €.. „ `_.
<br />HOLE CUTTING CHART N.T.S. tzar^.fir t �r € z r , ,€ €,. 4 t r,
<br />•z, §x .. .t .a >? ., w, c:....£, t x : s£,.. ".. ,,..u, 't* 3..,:., a,w£s:Twi:, "m Lys wrv,mw r s..; 0'pmm sn r1?m,, m7 ,d rR �mg An :ag, w 'd __.
<br />N.T.S.
<br />wsr•: t,,.,., h.e>. .\,3't ::,5>... �'lia ".r .....:�;:.. a.. 3. ...u8:x ,_ �,.;£J ,� G3, �•.3:>c ?air v;�..:i T. _�.,.va rl''r .T->t1i;?-R9,.,::."', t3 , ;'r^:a:,..:;�cZ _ .,u.,.
<br />F
<br />Sµ:
<br />r d
<br />A"+3 YY9tYbCb AG¢AdA•tamko9a»At£0
<br />F ;
<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.danscoengineering.com
<br />CA 25948
<br />O
<br />0
<br />N
<br />Z W
<br />O�
<br />� n
<br />Z 00
<br />� M d
<br />Q�Ln
<br />aWL,^
<br />z 0.
<br />U 000
<br />Q
<br />Z w �
<br />W Z
<br />0
<br />o
<br />�o
<br />a-
<br />U
<br />ID_ �
<br />LU Q
<br />LJJ 2
<br />W CL L
<br />O -�
<br />Q
<br />11
<br />I W
<br />Z 0
<br />Q 0 01 ~ Q
<br />z W
<br />Q z N
<br />Z
<br />0 110
<br />CL
<br />to I
<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=+�.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 />©2018 LEN NAR CORP: THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />©2018 - THESE DRAWINGS AND DESIGNS ARE THE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
<br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE DESCRIPTION
<br />12.19.17 1.00 6TH ED, (2017) FBC
<br />UPDATES
<br />UPDATED CONNECTION
<br />06.08.18 1.01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />VERSION NO. 1.01 / 06.08.18
<br />��SYa85R� n6 R'w Sofia
<br />Cal .e
<br />Oj CQ
<br />s
<br /><
<br />rr) 2
<br />.G �� °e 6✓y 3' �.
<br />0
<br />cet
<br />LU
<br />LU
<br />Z N
<br />UJ
<br />W }
<br />H Q N 2 N
<br />NJ wM _10
<br />W
<br />Z
<br />Qw =w
<br />W LJ
<br />SH
<br />EET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 380842
<br />DATE ISSUED: 06.25.18
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />S N1
<br />-- T I I I J It Ill I I I I I I I Ed I I I r
<br />
|