|
IFILL CELL r STD. 90* HOOK F BOND BEAM
<br />fP,,4FTEfR 6f=AN T,45LE
<br />MEMBER SIZE AND 5FACING�l�
<br />MAXIMUM LENGTH
<br />MEM5ER r-ONNECTION6*
<br />2' X 4' 6 16' O.G,
<br />11-51
<br />(2) I(od TOENAILS
<br />2' X (o' -8 16' O.G.
<br />10'-8'
<br />(2) I(od TOENAILS
<br />2' X 5' 6 I(o' O.G.
<br />131-91
<br />(3) I(od TOENAILS
<br />2' X 10' 6 I(o' O.G,
<br />1(01-51
<br />(1) LISP HTW20 OR (3) Ibd TOENAILS
<br />2' X 12' I(o' O.G.
<br />IC31-31
<br />(1) U51P HTW20 OR (4) I(od TOENAILS
<br />2' X 4' 24' O.G.
<br />61-11
<br />(2) I(od TOENAILS
<br />2' X (o' 24' O.G.
<br />0
<br />(2) 166 TOENAILS
<br />2' X 0' 24' O.G.
<br />111-01
<br />(2) I(od TOENAILS
<br />2' X 10' 24' O.G.
<br />131-01
<br />(3) I(od TOENAILS
<br />2' X 12' 6 24' O.G.
<br />15'-4'
<br />(1) U6P HTW20 OR (3) I(od TOENAILS
<br />TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGMEAM),
<br />SOUTHERN YELLOW PINE, 55 F�eF LOADING
<br />'U2 x 4 MEM5ER TO 5E SYPI NON-DENBE OR IBETTER
<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. 11)
<br />TRIBLJTARY AREA (ft2)
<br />ROOF
<br />WALL
<br />ZONE1
<br />ZONE2
<br />ZONE3
<br />ZONE4
<br />ZONE5
<br />10
<br />17.1
<br />-2& 6
<br />17.1
<br />-46.2
<br />17.1
<br />-68.6
<br />297
<br />-30.8
<br />29.7
<br />-39.2
<br />20
<br />15.5
<br />-215.2
<br />15.5
<br />-43.4
<br />15.5
<br />-64.4
<br />283
<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 />266
<br />-28.0
<br />26.6
<br />-32.2
<br />100
<br />14.0
<br />-23.8
<br />140
<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 volurne
<br />3. Flus and minus signs signify pressures acting toward and away fromthe building surfaces.
<br />14. Table values have been multiplied by 0.6 to convert component and cladding pressures to ASID.
<br />____14 . . ._ ........ ......
<br />.... I '. I'-*-*-' .'.* ...... ................. ..
<br />ROOF DIAPHRAOM NAILINO 5GHEDULE
<br />F
<br />USP
<br />RIDOE LINE U) "Hr-ITIr;�10
<br />LU
<br />_--i
<br />+ +
<br />+
<br />. . . . . . . . . .
<br />. . . . . . . . . . . . . .
<br />+ +
<br />+ +
<br />+ + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />+
<br />+
<br />+ + + + + + + +
<br />+ + + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+
<br />+
<br />+
<br />(Typ)
<br />6 `T,
<br />+ +
<br />r
<br />+ + +
<br />+ + +
<br />+++
<br />+ + +
<br />+
<br />+ +
<br />+ +
<br />+
<br />+
<br />_++�
<br />+
<br />+ +
<br />+ +
<br />+
<br />+
<br />+
<br />. .
<br />+
<br />. .
<br />+
<br />+ +
<br />+
<br />+
<br />+ + +
<br />+
<br />. . . . . + + + + + +
<br />+ +
<br />+ +
<br />+ + + + +
<br />Y++
<br />. .
<br />. . . . . + + + + +
<br />+
<br />+ 4
<br />+ + + + 1 + +
<br />+
<br />�+, +
<br />+ +
<br />+ +
<br />J, 4� 4- -6 4- 4 +
<br />+ +
<br />+ + + +
<br />+
<br />Lul
<br />rr
<br />CONT. #5
<br />MU00
<br />STD. 90
<br />CONT. #5 HOOK
<br />BAR
<br />BAR
<br />2X TOP PLATE
<br />I - #5 CONT.
<br />L
<br />5 "o
<br />/8
<br />THRU
<br />BOLT
<br />..... ......
<br />..........
<br />........
<br />...
<br />V
<br />-15/52" GDX PL-I'HOOP
<br />OR 11161 0513 (FOR
<br />FOUNDATION
<br />5HIN6LE:) lq/32" GDX
<br />TO HIGHEST
<br />PLYHOOD OR 055
<br />]F__ BOND BEAM
<br />(FOR TILE)
<br />min PPARA (ZT1=0
<br />2 X 6 (MIN) B.U.0
<br />R067E LINE
<br />140 MPH 5 5EGOND OUST EXPOSUIRE 00m HIND ZONE 140 4:44 5 5EGOND 6UST EXPOELRE '0N HIND ZONE SCALE: N.T.S. USP__/
<br />(FOR 5HIN6LE) (FOR 5HIN6LE) MUGT15TYP.
<br />R5R5-01 NAILS @ 6" 0.6. R5R5-Ol NAILS @ 6" O.C. ED6ES 4
<br />F, +7 _-1 4" O.C,. @ 6AI3LE END KNLL OR GABLE TRUSS R5RS-01 NAILS @ 6" O.G. IN RMEDIATE 2nd FLOOR
<br />0.115 INGH NOMINAL SHARK DIAMETER 0 113 INGH NOMINAL SHANK DIAMETER INTERIOR/EXT WALL SEE
<br />2 5/5" INGH NAIL LEN6TH 2 31b" INGH NAIL LENOTH
<br />PLAN FOR MORE INFO
<br />(FOP, TILE) (FOP, TILE)
<br />CONT. BASE PLATE
<br />R5R5-OI NAILS @ b" OG $ 4" OG @ OA13LE END P5R5-01 NAILS @ 6" Or, EDGES
<br />BEARING COLUMN
<br />TYPICAL USP MUGT15 TO
<br />HTA 20-18 HTA 20
<br />HALL OR OA13LE TRUSS R5R5-01 NAILS @ 6" OG INTERMEDIATE
<br />0.120 INGH NOMINAL SHANK DIAMETER (MIN) 0.120 INCH 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 LENC7THI 3 INrH NAIL LENOTH
<br />CONNECTION TJI TO BE CUT TO ALLOW
<br />NOTE:
<br />FOR BLOCKING/TJI
<br />1) R5RS-OI 15 A RIN0 SHANK ROOF SHEATHINO NAIL MEETINO THE 5PEGIFIGATION5 IN ASTM F166-7
<br />2) SEE STRUGTURAL NOTES FOR 5HEATHINO SPEC, IF IGATION5 AND NINE) SPEED.
<br />%PO
<br />NOTE:
<br />3) END JOINT5 OF THE ROOF SHEATHIN6 SHALL DE5TAOOERED AND OCGUR O\/ER FRAMIN6 MEMBER.
<br />MASONRY WALL OR
<br />LOCATION OF UPLIFT VALUE
<br />4) 5CHEDULE ASSUMES SHEATHINO 15 FASTENED DIRECTLr TO SOUTHERN YELLOV4 PINE OR POL16LA5 FIR OF, E3ETTER.
<br />INTERIOR BRG. WALL
<br />SECOND RT16A IS BASED ON
<br />IF ROOF FRAMINO CONSISTS OF A LE55ER ORADE OF LUME3ER, 6ONTRACTOR MUST GONTAGT DANSGO ENOINEERINO,
<br />TJI PER PLAN
<br />LLG FOR ALTERNATE FOR NAILIN6 PATTERN.
<br />OTHERWISE SOLID
<br />S.P.F.
<br />BLOCKING TO MATCH
<br />712.
<br /># OF 2nd FLOOR
<br />Solid block all ts from
<br />STUDS
<br />above to bearing Blow.
<br />USP RT16A USING
<br />SECTION INT. BRIG. WALL
<br />17-8d x1l 1/2" NAILS
<br />DOUBLE JOIST CONSTRUCTION
<br />", -,
<br />CONNECTION CROSS-REFERENCE
<br />USP STRUCTURAL CONNECTORS
<br />SIMPSON STRONGME
<br />CONNECTOR
<br />-_ U - ---
<br />UPLFT(LBS)
<br />L
<br />I ATERAL,
<br />FASTENERS
<br />CONNEC70R
<br />GRAVITY(3. �.)UPUFT(LBS)
<br />LATERAL,
<br />� F2 (LBS)
<br />FASTENERS
<br />SYP SPF
<br />I SYP I
<br />I SYP SPF
<br />I SYP I SPF
<br />MASONRYICONCRETE APPLICATIONS
<br />MASONRY/CONCRIETE APPLICATIONS
<br />HTA16
<br />1870
<br />1608
<br />710(611)
<br />9- 10d x 11/2"
<br />HETA16
<br />1810
<br />795
<br />9- 10d x 11/2"
<br />HTA20
<br />1870
<br />1608
<br />710(611)
<br />9-10d x 11/2"
<br />HETA20
<br />1810
<br />795
<br />9- 10d x 11/2"
<br />RT16M
<br />1395
<br />1395
<br />480
<br />9- 10d x 11/2" & (4) 1/4" x 13/4"
<br />TAPCON
<br />HM9KT
<br />SOS
<br />805
<br />200
<br />(4) SDS 1/4" x 11/2" & (5) 1/4" x 2
<br />1/4" TITEN 2
<br />HTT16
<br />3500*
<br />3104*
<br />-
<br />18-10d & (1) 5/8" o A.B. W1
<br />12 1/2" EMBED.
<br />HTT4
<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 />3500*
<br />3500*
<br />-
<br />1
<br />18-10d & (1) 5/8" 0 A.B. W/
<br />12 1/2" EMBED.
<br />HTT5
<br />3500*
<br />3500*
<br />I
<br />26- 10d x 11/2" & (1) 5/8" 0 A.B.
<br />W/ 12 1/2" EMBED '_
<br />LUGT2
<br />1550
<br />1550
<br />475 (400)
<br />16-10d & (5) 1/4" x 3" POWERS
<br />WEDGE BOLTS
<br />LGT2
<br />2150
<br />1850
<br />16-16d SINKERS & (7) 1/4 X 2 1/4"
<br />TIT
<br />LUGT3
<br />3525
<br />3240
<br />-
<br />(12) 1/4" x 2 1/2" WOOD SCREWS
<br />& (4) 3/8" x 5" POWERS WEDGE
<br />BOLTS
<br />LGT3
<br />3285
<br />2365
<br />(12) SDS 1/4�'x 3" & (4) 3/8" x 5"
<br />TITEN HID
<br />LTS 19-TZ
<br />1205*
<br />1036*
<br />8-10d & (1) 3/4" 0 A.B. W/ 6"
<br />EMBED.
<br />LTT19
<br />1310*
<br />1125*
<br />8- 10d x 11/2" & (1) 3/4�' 0 A. B. W/
<br />6"EMBED.
<br />LTF131
<br />2100*
<br />21DD*
<br />18- 10d x 11/2" & (1) 5/8" 0 A.B.
<br />W/ 7 1/2" EMBED.
<br />LTT131
<br />1350*
<br />1160*
<br />18- 10d x 11/2" & (1) 5/8" 0 A.B.
<br />W/ 5" EMBED.
<br />MUGT15
<br />2556**
<br />2556**
<br />22- 10d & (1) 5/8" 0 A.B. W/ 12"
<br />EMBED.
<br />MGT
<br />2556**
<br />2556**
<br />22- 10d & (1) 5/8" 0 A.B. W/ 12"
<br />EMBED.
<br />RFUS
<br />5500
<br />4730
<br />(12) 1/ " x 3" WOOD SCREWS & (4)
<br />3/4" x 6" POWERS WEDGE BOILTS+
<br />FGTR
<br />5000
<br />3600
<br />(18) SDS 1/4Yx 3" & (2) 1/2" x 5"
<br />TITEN HID
<br />FRAME APPLICATIONS
<br />FRAME APPUCA11ONS
<br />RT7
<br />585
<br />495
<br />195(160)
<br />10-8d x 11/2"
<br />H2.5A
<br />575
<br />495
<br />110
<br />10-8d x I V21'
<br />RT16A
<br />1380
<br />1160
<br />645(545)
<br />9- 10d x 11/2" & 8-10d
<br />H10A
<br />1340
<br />1015
<br />285
<br />18- 10d x 11/2"
<br />RT16-2
<br />1160
<br />975
<br />415(345)
<br />16-8d x 11/2"
<br />HIOA-2
<br />1245
<br />1070
<br />260(225)
<br />18-10d x 11/2"
<br />SPT22
<br />685
<br />589
<br />260(223)
<br />8-10d
<br />SPI
<br />585
<br />535
<br />10- 10d
<br />SPT24
<br />1030
<br />885
<br />260(223)
<br />12-10d
<br />SP2
<br />1065
<br />605
<br />12- 10d
<br />SPT4
<br />945
<br />812
<br />-
<br />6- 10d x 11/2"
<br />SP4
<br />440
<br />380
<br />6- 10d x 11/2"
<br />sPTH4
<br />1730
<br />1487
<br />12- 10d x 11/2"
<br />SPH4
<br />1240
<br />, 1065
<br />10- 10d x 11/2"
<br />MUGT15
<br />PHD4A
<br />4175***
<br />3590***
<br />-
<br />22- lod & (1) 5/8" 0 BOLT
<br />(10) 1/4" x 3" WOOD SCREWS
<br />MGT +
<br />HDLA-SDS2.5
<br />3965***
<br />3285***
<br />1
<br />525
<br />22-10d & (1) S/8" o BOLT
<br />(10) SDS V4` x 2 1/2"
<br />LUGT2
<br />2260
<br />1900
<br />505(425)
<br />32-10d
<br />LGT2
<br />2050
<br />1785
<br />170
<br />30-16d SINKERS
<br />HTW20
<br />1530
<br />1 1285
<br />1 -
<br />20-10d
<br />HTS20
<br />1450
<br />1245
<br />-
<br />20-10d
<br />LSTA 18
<br />1235
<br />1110
<br />14-10d
<br />LSTA18
<br />1235
<br />1110
<br />14- 10d
<br />LSTA24
<br />1235
<br />1235
<br />16- 10d
<br />LSTA24
<br />1235
<br />1235
<br />18- 10d
<br />LSTA30
<br />16440
<br />16WW440
<br />22-10d
<br />LSTA
<br />1640
<br />1640
<br />22-10d
<br />LSTA36
<br />1640
<br />16M
<br />22-10d
<br />LSTA36
<br />-
<br />+ -
<br />1640
<br />1640
<br />24-10d
<br />HUNG APPLICATIONS
<br />HUNG APPLICATIONS
<br />MSH29
<br />2980
<br />2190
<br />785
<br />615
<br />10- 10d & 4- 10d
<br />THA29
<br />2260
<br />1740
<br />560
<br />480
<br />8- 10d & 4- 10d
<br />HUS26
<br />2760
<br />2373
<br />1925
<br />1655
<br />20-16d
<br />HUS26
<br />2720
<br />2330
<br />1550
<br />1335
<br />20-16d
<br />THD26-2
<br />2770
<br />2382
<br />2340
<br />2012
<br />18-16d & 12-10d
<br />HHUS26-2
<br />2785
<br />2390
<br />1550
<br />1335
<br />20-16d
<br />THDH26-2
<br />4375
<br />3785
<br />2340
<br />1715
<br />28-16d
<br />HGUS26-2
<br />4355
<br />3750
<br />2155
<br />M5
<br />28-16d
<br />THD26-2
<br />2770
<br />2382
<br />2340
<br />2012
<br />18-16d & 10-10d
<br />HTU26-2
<br />2940
<br />2530
<br />2175
<br />1870
<br />20-16d & 20- 10d
<br />HD28
<br />1230
<br />1057
<br />780
<br />670
<br />8- 16d & 4- 10d x 11/2"
<br />HU28
<br />895
<br />770
<br />610
<br />525
<br />6- 16d & 4- 10d x 11/2"
<br />HUS28
<br />4170
<br />3586
<br />1 2570
<br />2210
<br />30-16d
<br />HUS28
<br />3965
<br />2905
<br />20DO
<br />1720
<br />30-16d
<br />THD28-2
<br />4310
<br />3706
<br />2595
<br />2231
<br />28-16d & 16-10d
<br />HH-US28-2
<br />4210
<br />3615
<br />2000
<br />1720
<br />30-16d
<br />HD210-2
<br />2155
<br />1853
<br />1170
<br />1006
<br />14-16d & 6- 10d
<br />HU210-2
<br />2085
<br />1795
<br />1135
<br />980
<br />14-16d & 6-10d
<br />THDH210-2
<br />9010
<br />7205
<br />4370
<br />2620
<br />58-16d
<br />HGUS210-2
<br />9100
<br />7495
<br />4095
<br />3525
<br />62-16d
<br />KLEG3
<br />W/TOP
<br />FLANGE
<br />12200
<br />-
<br />3845
<br />-
<br />(2) 3/4" 0 A307 TH RU BO LTS I NTO
<br />GIRDER& (4) 3/4"o A307THRU
<br />BOLTS INTO MASONRY
<br />LEG3PC
<br />I
<br />11865
<br />-
<br />3845
<br />-
<br />(2) 3/4" o A307 TH RU BO LTS I N TO
<br />GIRDER & (4) 3/4" 0 A307THRU
<br />BOLTS INTO MASONRY
<br />THDH414
<br />2520
<br />1960
<br />16- 16d & (18) 3/16" x 13/4"
<br />POWERSTAPPER+
<br />HU414
<br />I
<br />5085
<br />2015
<br />12-10d & (24) 1/4" x 2 3/4" 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" EDGFAND 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 />BCIOJoist
<br />Backer Block
<br />Thickness
<br />Filler Block Thickness
<br />Series
<br />3/4" or 7/8"
<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 />1-118" 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 />F 2 x - lumber
<br />Double 2 x - lumber
<br />ir- � I luvit
<br />(Not required if both loaded equally from above) N.T.S.
<br />Filler blocking 1/8" min. 2" min.
<br />, _ ) Small gap ,
<br />1/8" gap
<br />4 max.
<br />Clinch nails
<br />when
<br />possible
<br />1) Support back of web during nailing to prevent damage to
<br />7 7
<br />web -flange connection.
<br />1114-
<br />2) Block solid between joists for full length of span.
<br />Tight fit
<br />u
<br />1
<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 1 Od nails
<br />2x4/Plywood/OSB web
<br />stiffener
<br />2" min.
<br />A--
<br />2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o c clinched when nossible Stanger rows from opposite required when Indicated or -VA.
<br />Web Stiffener Fastener Schedule
<br />Joist Bearing ocation
<br />F_
<br />Series Depth End Intermediate
<br />0
<br />BCI 5000s
<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 6000so_�_1-7/8-
<br />BCI 6500s@
<br />9-1/2"
<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 />BCI 60s��
<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 />BC] 90se
<br />11-7/8"
<br />3-16d
<br />3-16d
<br />14"
<br />5-16d
<br />I 5-16d
<br />-
<br />16-
<br />____
<br />6-16d
<br />F 6 -1 6d
<br />TYPICAL HUS INSTALLATION
<br />TYPICAL RT16A INSTALLATION
<br />4" MIN. EMBEDMENT
<br />SEE SCHEDULE FOR
<br />0 SIZE AND QUANTITY
<br />OFFASTENERS
<br />. .1 - Hangers with side nailing.
<br />OF THE JOIST ASA REQUIRED LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing
<br />top flange of joist. AEB STIFFENER
<br />DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
<br />- Under 2nd floor column w/ loads
<br />N.T.S. higher than 1 5001b. 4�
<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" (1 Od) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing
<br />Load bearing walls when load bearing - for lateral support when joists
<br />Vertical load transfer 1900 plf max along load bearing wall. meet over wall, or wall stacks directly over wall or TABLE R905.11A
<br />Load bearing wall must stack beam below Load bearing wall must stack over UNDERLAYMENT TABLE
<br />*Non -stacking walls over squash=20 blocks and blocking and wall or beam below.*
<br />wall or beam below.*
<br />require additional Joist z
<br />consideration. Check _f i Root Slope 2.12 and Underlayment Roof Slope 412 and Undenayment
<br />When joists meet over wall, provide Roof Covering Stodon Greater
<br />Loss Than 412 Unded
<br />local building --- T11/16" 13/4" minimum bearing for each. I -Joist can be offset a ent Attach�entl� Underfayment
<br />code for appropriate up to 3" to avoid
<br />details in One 10d box
<br />vertical plumbing ASTNI D226 Type I or 11 AS1,14 0226 Type It
<br />areas=20 of high or--20 sinker
<br />lateral load.. nail each side 3" max ASTM D4869 Type 11, 111 or iV I A S T IAI 0 4 S 6 T y p e 2
<br />Asplmft shingles R906.2 ASTIA I , )6757 ASTM D6755
<br />at bearing.
<br />........ . ........ ...... . .. . .............. ....... ........ .. ....................
<br />JOISTS OFFSET
<br />i ASTM D1970 3 ASTNI DI A
<br />N.T.S. ... . .. .. . ........... .......... . ....................
<br />Con -crate and Clay rifle
<br />See Section R905,13
<br />rovide adequate bearing
<br />for each lapped joist. Use 1 OdxY nails at 6"o.c. for all joist R9051 .... .. . ... ... ............ . ..........
<br />blocking panel *Non -stacking walls 6 1 T . ............
<br />ype I or 11
<br />require additional consideration. AST14 D4844, Type 1.1, 111 or !V I
<br />Od nails ASTNI D226 Type 11
<br />Squash block Metal root shingles 1 2
<br />(2A minimum) SECTION INT. BRIG. WALL ASTIM D6757 ASTM D 1619 Ty�v N'
<br />N.T.S. RW5.4
<br />Bearing wall, Versa -Lam LVL or
<br />A1,5TM 0 A 970 3 ASTIA D1970 3
<br />Glulam Beam
<br />ASTM D226 Type- I ar 'I!
<br />Mineral-sLirfaced roll i ASTM D226 Twe If
<br />T'% 2
<br />AS� , M D4 8,139 Ty, pe I I, I I I or N,'
<br />roofing ASTNAl D486�4 Type IV
<br />NO HOLES (EXCEPT I ASTM [R757
<br />MINIMUM SPACING 2x GREATEST Backer block (12" wide min.)
<br />KNOCKOUTS) ALLOWED 11905.5 ......... ......... . . . ...................
<br />IN BEARING ZONES D DIMENSION OF LARGEST HOLE Nail with 10- 10d nails. ASTM DIWO 3 ASTM D1970 3
<br />NOCKOUT EXEMPTS) Install tight to top flange. ------- - - ----- . ... ..
<br />(see table below) D I ASTM D21,261rype I or If
<br />(see table below) Slate and slate -type AST N1 D226 "I'vpe I i
<br />ASzT N11 04869 Type U., �f I c 1 2
<br />DO NOT cut, notch Joist hanger shingles ANST1,41 04860 T,
<br />ype IV
<br />ASTM D67 57
<br />or drill flanges
<br />O-L-0
<br />ASTM D 1970
<br />ASTIA D19TO I
<br />3
<br />CD
<br />Wood shingles
<br />ASTN4 D226 Typw- I w 11
<br />ASTIM D226 T�
<br />ype 11
<br />1.251,
<br />149051
<br />1 �ASTM G4869 Ty pe 11, 111 oir IV
<br />I
<br />AST PA G4869 Type P/
<br />A 1Y2" ROUND HOLE MAY
<br />6 6 6"
<br />BE CUT ANYWHERE IN CANTILEVER
<br />DO NOT CUT HOLES
<br />LARGER THA N IY2"
<br />Filler block.
<br />Nail with
<br />Wood shakos
<br />Limted to roof
<br />slopes 412 mwi
<br />ASTIM D2.26 'I'ype 11
<br />THE WEB. PROVIDE AT 4,
<br />ROUND IN
<br />10-10d nails.
<br />R905.8
<br />ASThi D4869 Type N1
<br />LEAST 3" OF CLEARANCE
<br />CANTILEVERS. -
<br />Backer block required where top
<br />. ......
<br />.... . .............. .............
<br />....... .... . ... .
<br />Greater
<br />. .....
<br />. . . .........
<br />FROM OTHER HOLES
<br />mount hanger load exceeds 250 lbs.
<br />ASTM D226 Typqe I or If
<br />ASTNI D226 Type� If
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2,,
<br />Install tight to top flange.
<br />Metal roof panels
<br />1 -ASTM -AlE,169 Type 11, 111 or IV
<br />I
<br />ASTPA D4ffitD Type, IV
<br />2
<br />11
<br />41111111111
<br />T-2'
<br />T-27
<br />T-3'
<br />1�-3*
<br />1��T'
<br />4 1
<br />10151
<br />R
<br />T-11"
<br />1151111
<br />3" RIM
<br />2-4"
<br />2, 1 III=
<br />'t
<br />2.-T
<br />"'N I'VE.
<br />PE
<br />3-2'
<br />I WWI
<br />=1
<br />3-7'
<br />8
<br />T-9'
<br />T-T'
<br />ny 16' joist
<br />12
<br />T-0`
<br />T-11"
<br />T-2'
<br />T-2"
<br />1��3'
<br />T�9'
<br />7-4."
<br />2-11"
<br />3-7"
<br />47Z'
<br />4-9�
<br />6-4'
<br />16
<br />T0`
<br />I �4 "
<br />I'-Z*
<br />I �-Z'
<br />T-7
<br />2�-f
<br />3�2'
<br />3-10"
<br />4��T
<br />6�7'
<br />64"
<br />T-2-
<br />120
<br />T-0`
<br />1�4`
<br />I T-7,1
<br />�3_91
<br />49'
<br />4"0"
<br />5-111,
<br />6-111*
<br />T-1111
<br />&_Ir
<br />124
<br />1 T-9'
<br />I V-1"
<br />I T-Z�
<br />I I �-T�
<br />12-6'
<br />1 3-7'
<br />14-9'
<br />16-10"
<br />7-2'
<br />V-47
<br />9'-6'
<br />19-9*
<br />R905.110 ASTM D6757 AS T M D 6 7 57 1
<br />11 __ 1111-1-11-11",__ ...... ___' _'_______'___ . _,__,___,__,_"_ T ............ .......... .
<br />ASTM D1970 3 A'-STM D1970
<br />1/4"-2" gap-==/
<br />ASTNI DY226 Type I or It A61M, 1)2:26 Type, It
<br />photovoitaic Shingles ASTM D4,869 Type 11, 1 If or tV I A-STM L14869 Type PV 1
<br />2
<br />ASTRA, INJ767 ASTIM D67157
<br />Backer Block-'-'
<br />ASTM D1970 ASTPA DI 3
<br />z
<br />"Top Mount" "Face Mount"
<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
<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 P �,%mO �483 r)=) WV_ �0 rjmza?V-,�Pnw��M fWl �,,Qend at 'fte ea"xu�, rim'Wmv! su'Nkmnk'l�� W �,ow ��l p�w.�'. S,�t,--MP4 p�, ffi�., ea,�,,c "M
<br />3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange, MO�,*�,de (Srl mvil� xO�Qs�rr e, ,4,M1 min.,): end iu, �m 6 'WX 1,r$r,0 e b� �wat Tbu.
<br />aaach&,'� i��,Q mkftWede,.,�, "'rM, tQ"e t$1,,e %�Q e, ffie W��o " , ,
<br />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS Web stiffner as T
<br />rva,<,� g 0 12 im, Iner �.305 mr,� o,� �, anv ane �ow w u* eir4 and sme,��P�\ wg,,ulea 6, in"', (I ��2 rrrrrl,� e). rmyrnent Mm# b-1 0a, o-M umr, rg, MUNI of
<br />THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web stiffeners are not required when top required if hanger P�avk tap f'1sQwgi,, 0 nwVr�ar �ggp marrietet e pm wem� Omn I Mog � �ap% 0.ag h�nm e, thkknes% 01 not �eus mao =2-g,%me, Ose� rnolw�
<br />A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERILINE OF THE NEAREST SUPPORT. flange is laterally supported by joist hanger. doesn't meet metq ta,��4 Sial t�eva a rz,�nxnwn ftx",,�u d UZI 0 rm�l. MrnkkrIM qwkne.", af fta*401�,, v�ge ef pauft %�'a k*, 0 0,16 �mh , Tne rz,,�p na�� smvrrk
<br />5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height bt *,W, i"s Ma n �1. �MI'i �aO� for vft -sbeak r up naft VW r�. M- ! irrz �, for �Imoao� �ft�.'nk -up, ri,,,� , Ar� C,,�rp aa�sqwk 1"�4 �Iakk' a WV11 7,,ffk"mnt to perrevate
<br />MEMBER CONDITIONS. requirements fficough 1,16 Or rwqAftelba, %oxh mto the roof Me&4*�O.
<br />6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF ^,:
<br />7. y Mwrt shM Wn VPW sbins pvam§ �a ur'd defting
<br />�$e WhW,, ,
<br />-0.6 X Joist ftm" the eavB vw 4mwd 4 hmh" (51 04no, enj *I �Ivm be 6 imtse% 8N r�hgg be e"i by 6 feet. TP8 wdeftiment OW be athnwd W ki mftbt�� oni,
<br />THE LARGEST HOLE.
<br />7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. D depth 'arth tw�l Mmemd MW5 �, the ftv� of te $hae with a maximorn fastana upKing OQ ift0w, ilos PW) am am. mw "o tN &*d sod SW4 fnt�,�,Vd
<br />14 -fty"m"'o I W pw� 1�up naft W"W 4 rtrmmm ��ap ftemker of fsn,� lase t�,,an � �nth. r"g,�
<br />8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER k,2 �Jal, , �,O.mkn. N, ay.1atmd ming rn0ft
<br />a ft"knes& of 00� *ae Man 32-O&JO i0we � 0W.M. Poww4wfti metzg cap% swa nave a tft�iorvvs tbkkr*&,� tv 0,010 ftb, millvw- I,, 0� fts.�- 0! bhe
<br />UP OR DOWN. f na.,o1e -age af P�aok b,- 0.035 ine�h. T'ns "0 nM WWk 0Ag be n"Qt IBsa ftn,3.0,13 ink;,h for nng 0AM ",p naft ODOM, fix
<br />9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS r�,,.wmk �up rmk'�� � Cap nag Maair 0,aO h;,nm a �eno ftlftmm IQ imlkqmt� ftmgt the v"of ��heafhft wmk Iwn ti�!an �� inr,,h �nfa tw�
<br />PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE Root kwn t�w ooR,� vel*w, �*� **Z kawl. horwm,�w (1?-Pert,�At vlopt� em'! gpealer, The lnve�e wot dft,0�, uhM ��& tavw,-ed wMN, an amirknved. �Vt,
<br />POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. udhorm,
<br />u"re ro�nf
<br />I -JOISTS BUCKETS �m�vng morwlavk*rve"� kx ,he dvk, m4feilftI, `00 V*rNQkW4 �"4WOL�W, SAd zgmOfe =POS�gMl r"Ibe roof ��:4mr4v. W W �na�agad.
<br />HOLECUTTING CHART N.T.S. ErQ*V0= A m4r,4rArm t102 M� Orip of polyrwr�,,*IOAW, bft,",n membrurm �mpW,,o w0h. &STM DIOV7,07 instakd ko
<br />artordw,"'.aft to MM%,TtbnS �w 1he si1M ba. �up",ed ova al� *Wu� iti thu rod dukk4 Ar appta�,w um%ftquwM in:
<br />N.T.S. Tab*W5,11 fof ft0t mof ov" the, 002mrn) tMad"10 Ignaa.
<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.danscoenginee6ng.com
<br />CA 25948
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<br />TO THE BEST OF THE ENGINEER'S
<br />KNOWLEDGE AND BELIEF, THE STRU
<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 = ±O.I 8) 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 />@M19 LENNAR CORP.-THtS 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 />12.19.17
<br />1.00 6TH ED. (2017) FBC
<br />UPDATES
<br />UPDATED CONNECTION
<br />06-08-18
<br />1.01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />1. .19
<br />1.02 ROOF UNDERLAYMENT REV.
<br />I
<br />VERSION NO. 1.02 01.09.19
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<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 390079
<br />DATE ISSUED: 01.16.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />SNI
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