|
RAFTER SPAN TABLE
<br />MEMBER SIZE AND 6PACINGr17
<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 />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' a 16' O.C.
<br />16'-5'
<br />(1) USP HTU120 OR (3) 16d TOENAILS
<br />2' X 12' is 16' O.G.
<br />19'-3'
<br />(1) USP HTU120 OR (4)16d TOENAILS
<br />2' X 4' 9 24' O.G.
<br />6'-1'
<br />(2) 16d TOENAILS
<br />2' X 6' 6 24' O.G.
<br />8'-6'
<br />(2) 16d TOENAILS
<br />2' X 8' 6 24' O.G.
<br />11'-0'
<br />(2) 16d TOENAILS
<br />2' X 10' 6 24' O.G.
<br />13'-0'
<br />1 (3) 16d TOENAILS
<br />2' X 12' is 24' O.C.
<br />15'-4'
<br />1 (1) USP HTUJ20 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 SYFM NON -DENSE OR BETTER
<br />COMPONENT & CLADDING DESIGN PRESSURE
<br />(140mph (Vasd = 108ri 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 />171
<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 />-392
<br />20
<br />15,5
<br />-25.2
<br />15.5
<br />-43A
<br />15.5
<br />-64.4
<br />28.3
<br />-30.8
<br />28.3
<br />-364
<br />50
<br />140
<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 SIMPSON STRONG -TIE
<br />CONNECTOR
<br />GRAVITY(100%)
<br />UPUFT(LBS)
<br />LATERAL,
<br />I F2 (LBS)
<br />FASTENERS
<br />CONNECTOR
<br />GRAVITY(=%)
<br />UPUFT(LBS)
<br />LATERAL,
<br />I F2(LBS)
<br />FASTENERS
<br />SYP SPF
<br />I SYP I SPF
<br />SYP SPF
<br />SYP I SPF
<br />MASONRY/CONCRETE APPLICATIONS
<br />MASONRY/CONCRETE APPLICATIONS
<br />HTA16
<br />-
<br />1870
<br />15G8
<br />710(611)
<br />9-Lod x 1112"
<br />HFTA16
<br />-
<br />-
<br />1810
<br />-
<br />795
<br />9-10dx 11/2"
<br />IITA20
<br />-
<br />-
<br />1870
<br />1608
<br />710(611)
<br />9-10dx 1112"
<br />HETA20
<br />-
<br />-
<br />1910
<br />795
<br />9-Lod x 1112"
<br />FIT 16M
<br />-
<br />1395
<br />1395
<br />480
<br />9-10d x 1112" & (4) 1/4" x 1 3/4"
<br />TAPCON
<br />HM9KT
<br />-
<br />805
<br />805
<br />200
<br />-
<br />(4) SDS 1/4" x 1 112" & (5) 1/4" x 2
<br />1/4" TITEN 2
<br />HT716
<br />-
<br />3500`
<br />31(Yl"
<br />-
<br />18 Lod & (1) 5/8" 0 A.B. W/
<br />12 l/2" EMBED.
<br />HTT4
<br />-
<br />3500"
<br />3105`
<br />18 10d x 1 112" & (1) 5/8" 0 A.B.
<br />W/ 12 112" EMBED.
<br />HT145
<br />-
<br />-
<br />_
<br />3500"
<br />3500'
<br />-
<br />18. 10d & (1) 5/8" 0 A.B. W/
<br />121/2" EMBED.
<br />HTlS
<br />LGT2
<br />LGT3
<br />-
<br />-
<br />-
<br />3500"
<br />3500"
<br />-
<br />_
<br />-
<br />26-10d x 1112" & (1) 5/8" 0 A.B.
<br />W/ 12 1/2" EMBED.
<br />L UG12
<br />LUG13
<br />-
<br />1550
<br />1550
<br />475 (400)
<br />16. 10d & (S) 1/4" x 3" POWERS
<br />WEDGE BOLTS
<br />2150
<br />I
<br />1850
<br />16-16d SINKERS & (/) 1/4 x 2 1/4"
<br />I I I I N 2
<br />(12) SDS 1/4" x 3" & (4) 3/8" x 5"
<br />TITEN HD
<br />-
<br />3525
<br />3240
<br />-
<br />(12) 114" x 2 V2" WOOD SCREWS
<br />& (4) 3/8" x 5" POWERS WEDGE
<br />BOLTS
<br />-
<br />3285
<br />2365
<br />LTS19-TZ
<br />-
<br />-
<br />1205'
<br />1036'
<br />�
<br />8-10d & (1) 3/4" 0 A.B. W/ 6"
<br />EMBED.
<br />ITT79
<br />LTTI31
<br />-
<br />-
<br />-
<br />-
<br />1310'
<br />1350'
<br />1125*
<br />1160'
<br />-
<br />_
<br />8-10d x 1112" & (1) 3/4" 0 A. R. W/
<br />6" FMRED.
<br />18-10d x 1 112" & (1) 5/8" 0 A.B.
<br />W/ 5" EMBED.
<br />LTTI31
<br />-
<br />2100`
<br />21W'
<br />_
<br />18-10d x 1112" & (1) 5/8" 0 A.B.
<br />W/ 7 112" FMRED.
<br />MUGT15
<br />-
<br />2556**
<br />2556"
<br />_
<br />22. Lod & (1) 5/8" 0 A.B. W/ 12"
<br />EMBED.
<br />MGT
<br />-
<br />2556"
<br />2556"
<br />22 10d & (1) 5/8" 0 A.B. W/ 12"
<br />EMBED.
<br />RFUS
<br />-
<br />-
<br />SSW
<br />4730
<br />-
<br />(12) 1/4" x 3" WOOD SCREWS & (4)
<br />3/4" x 6" POWERS WEDGE BOLTS+
<br />FGTR
<br />-
<br />5000
<br />3600
<br />(18) SDS 114" x 3" & (2) 112" 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 1 1/2"
<br />H2.5A
<br />-
<br />-
<br />575
<br />495
<br />110
<br />10-8d x 1112"
<br />RT16A
<br />-
<br />-
<br />1380
<br />1160
<br />645 (545)
<br />9 10d x 1 1/2" & 8-10d
<br />H10A
<br />-
<br />-
<br />1340
<br />1015
<br />285
<br />18 10d x 11/2"
<br />RT162
<br />-
<br />-
<br />-
<br />-
<br />1160
<br />975
<br />415(345)
<br />1&8dx11/2" _
<br />8 10d
<br />H10A-2
<br />-
<br />-
<br />-
<br />-
<br />1245
<br />585
<br />1065
<br />440
<br />1070
<br />260(225)
<br />18-10dx11/2"
<br />10-10d
<br />12-Tod
<br />(*Tod 1112"
<br />IT) lOd x 1 1 Y'
<br />/
<br />SPT22
<br />-
<br />685
<br />589
<br />260(223)
<br />SN1
<br />-
<br />535
<br />SP124
<br />-
<br />1030
<br />885
<br />260(223)
<br />12 10d
<br />SP2
<br />SP4
<br />S PH4
<br />-
<br />-
<br />-
<br />605
<br />SPT4
<br />S PTH4_
<br />-
<br />945
<br />T_0
<br />1 3
<br />812
<br />-
<br />6-1Odx 1112"
<br />380
<br />-
<br />-
<br />148 7
<br />-
<br />1210 11/2"
<br />Lod
<br />-
<br />12 40
<br />1065
<br />_
<br />MUG 115+
<br />PHD4A
<br />LUGT2
<br />-
<br />41/5*'*
<br />2260
<br />3590*"
<br />1900
<br />-
<br />505(425)
<br />_
<br />22- Lod & (1) 5/8" 0 BOLT
<br />(10) 114" x 3" WOOD SCREWS
<br />_
<br />MGT +
<br />HDU4_-S_
<br />LIS D_S2.5
<br />S20
<br />-
<br />3965*`"
<br />3285"`«
<br />525
<br />22 10d & (1) 5/8" 0 BOLT
<br />(10) SDS 114" x 2 1/2"
<br />-
<br />-
<br />32-10d
<br />20-10d
<br />-
<br />2050 _1785
<br />1245
<br />170
<br />30-16d SINKERS_-
<br />20-10d
<br />IITW20
<br />-
<br />-_
<br />1530
<br />128S
<br />-
<br />-
<br />-
<br />LSTA18
<br />-
<br />-
<br />1235
<br />1110
<br />-
<br />_ _
<br />14-10d
<br />-HT
<br />ISTA18
<br />-
<br />_-_
<br />-
<br />_1450
<br />1235
<br />1116
<br />-
<br />14Lod
<br />LSTA24
<br />-
<br />1235
<br />123S
<br />-
<br />1fi 10d
<br />LSTA24
<br />-
<br />1235
<br />1235
<br />-
<br />18 lod
<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 />LSIA36
<br />-
<br />-
<br />1640
<br />1640
<br />-
<br />24w10d
<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 />S60
<br />480
<br />-
<br />8-10d&4-10d
<br />HUS26
<br />2160
<br />2373
<br />1925
<br />1655
<br />20-16d
<br />HUS26
<br />2720
<br />2330
<br />1550
<br />1335
<br />-
<br />20- 16d
<br />THD26-2
<br />2711
<br />2382
<br />2340
<br />2012
<br />18-16d & 12-10d
<br />HHUS26-2
<br />2785
<br />2390
<br />1550
<br />1335
<br />-
<br />20-16d
<br />THDH26-2
<br />431S
<br />3785
<br />2340
<br />1115
<br />-
<br />28-16d
<br />HGUS26-2
<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 />_
<br />18 16d & la 10d
<br />HTU26-2
<br />2940
<br />2530
<br />2175
<br />1870
<br />-
<br />RT 16d & 20-10d
<br />HD28
<br />1230
<br />1057
<br />/80
<br />670
<br />-
<br />8-16d & 4-10d x 1112"
<br />30-16d
<br />HU28
<br />HLJS28
<br />895
<br />770
<br />610_
<br />_ 525
<br />1720
<br />-
<br />616d & 4 10d x 11/2"_
<br />11US28
<br />4170
<br />3586
<br />2570
<br />2210
<br />_ _
<br />3965
<br />2905
<br />2000
<br />-
<br />-
<br />30-16d _-
<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 />HD210-2
<br />2155
<br />IM3
<br />7205
<br />-
<br />1170
<br />1006
<br />_
<br />14-1Gd & G10d
<br />58-16d
<br />HU210-2
<br />2085
<br />1795
<br />1135
<br />4095_
<br />980
<br />3525
<br />-
<br />-
<br />14-16d & 6-Tod
<br />62-16d _
<br />(2) 3/4" 0 A307 THRU BOLTS IN 10
<br />GIRDER&(4)3/4"0A307THRU
<br />BOLLS INTO MASONRY
<br />THDH210-2
<br />9010
<br />4370
<br />2620
<br />-
<br />H_6US210-2
<br />9100
<br />7495
<br />-
<br />KLEG3
<br />W/TOP
<br />FLANGE
<br />12200
<br />3845
<br />-
<br />(2) 3/4" 0A307 THRU BOLTS IN10
<br />GIRDER&(4)3/4"0A307THRU
<br />BOI TS INTO MASONRY
<br />LEG3PC
<br />11865
<br />-
<br />3845
<br />-
<br />IHDH414
<br />2520
<br />-
<br />1950
<br />-
<br />_
<br />1616d&(18)3/16"x 13/4"
<br />POWERS TAPPER,
<br />HL1414
<br />5085
<br />2015
<br />-
<br />12- Lod & (24) VC x 23/4"FIT FN2
<br />' CAPACITY FOR CONCRETE APPLICATION. ANCHOR BUT T REQUIRES MINIMUMS' EDGE DISTANCE ON CONCRETE & SET IN SIMPSON SET-XP EPDXY
<br />" CAPACITY FOR MASONRY APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 23/4"F06EAND 20"END DISTANCE INTO TOP OFFULIYGROUTED
<br />CMU WALL & SET IN SIMPSON SET-XP EPDXY
<br />CONNECTION MOUNTED VERTICALLY
<br />O INDICATFS 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 />FILL CELL - STD. 90' HOOK F BOND BEAM
<br />I
<br />ROOF DIAPHRAGM NAILING 5GHEDULE
<br />j USP-_.
<br />RIDGE LINE `� - --- -- ---- _-- MUGT15 TYP GIRDER TRUSS
<br />W
<br />Lu
<br />cr
<br />> STD. 900 - -- _ -- =1-, - CONT. #5
<br />CONT. #5 HOOK BAR 2X TOP PLATE
<br />BAR -- l
<br />FROMNT. BOLT
<br />- --- ��
<br />OR -1/16" 05B (FOR FOUNDATION
<br />TO HIGHEST
<br />SHINGLE) 19/32" GDX 15/32" GDX PLYWOOD
<br />PLYWOOD OR 05D __;_ 1 BOND BEAM
<br />(FOR TILE) ��� 2 X 6 (MIN) B.U.0
<br />IDLE LINE BOND BEAM STEP
<br />140 MPH 3 5EGOND GUST EXPOSLI E 'G' WIND ZONE 140 MPH 3 5EGOND GUST EXPOELRE 060 HIND ZONE SCALE: N.T.S. USP-
<br />(FOR SHINGLE) (FOR SHINGLE) MUGT15 TYP.
<br />R5R5-OI NAILS ® 6" O.G. 4 R5R5-01 NAILS ® 6" O.G. EDI5E5 4
<br />+++++ 4" O.G. ® GABLE END WALL OR GABLE TRUSS RSR5-01 NAILS ® 6" O.G. INTERMEDIATE 2nd FLOOR
<br />O 113 INGH NOMINAL SHANK DIAMETER 0113 INGH NOMINAL SHANK DIAMETER INTERIOR/EXT WALL SEE
<br />+ +
<br />+ + + + + + + + +
<br />+ + + + + + "+ + + + + + + +
<br />" +
<br />+
<br />+ + + + + + + + o
<br />+ + + + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+ + + + + + + + +�
<br />+ + + + + + + + + + + + + +
<br />+
<br />+
<br />+ + + + + + + + T
<br />+ + + + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+
<br />+
<br />+
<br />+ 6'- " (TYP.)
<br />+ +
<br />+ +
<br />+ +
<br />+++
<br />+++
<br />+
<br />+
<br />+++
<br />+ +
<br />+ +
<br />H++
<br />+
<br />+ +
<br />+
<br />+ +
<br />+++
<br />+++
<br />+
<br />+ + + + + + +
<br />+
<br />+
<br />+ + + + + + + + + + +
<br />+ +
<br />+ +
<br />+ + + + + + + O
<br />+ +
<br />+ + + + + + + + + +
<br />+
<br />+
<br />+ + + + + + + +
<br />+
<br />+ + + + + + + + + + +
<br />+ +
<br />+ +
<br />+ + +
<br />+ +
<br />+ + + + + +4,
<br />2 5/5" INGH NAIL LENGTH 2 31b" INGH NAIL LENGTH
<br />PLAN FOR MORE INFO
<br />(FOR TILE) (FOR TILE)
<br />-CONT. BASE PLATE
<br />R5R5-01 NAILS 0 6" OG 4 4" OG ® GABLE END R5R5-OI NAILS ® 6" OG EDGE5 4
<br />BEARING COLUMN
<br />TYPICAL USP MUGT15 TO
<br />HTA 20-18 / HTA 20
<br />WALL OR GABLE TRU55 R5R5-0I 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 />-
<br />NOTE:
<br />FOR BLOCKING/TJI
<br />1) R5R5-01 15 A RING SHANK ROOF SHEATHING NAIL MEETING THE 5PEGIFIGATIONS IN A5TM Fl(bb-1
<br />2) SEE 5TRUGTURAL NOTES FOR SHEATHING SPEGIFIGATIONS AND WIND SPEED.
<br />--
<br />NOTE:
<br />3) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OGGUR OVER FRAMING MEMBER.
<br />-MASONRY WALL OR
<br />LOCATION OF UPLIFT VALUE
<br />4) 5GHEDULE A55UME5 SHEATHING IS FASTENED DIREGTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER.
<br />INTERIOR BRG. WALL
<br />SECOND RT16A IS BASED ON
<br />IF ROOF FRAMING 6ON515T5 OF A LE55ER GRADE OF LUMBER, GONTRAGTOR MUST GONTAGT DAN5GO ENGINEERING,
<br />TJI PER PLAN
<br />%%%
<br />,�%�
<br />LLG FOR ALTERNATE FOR NAILING PATTERN.
<br />OTHERWISE SOLID
<br />S.P.F.
<br />BLOCKING TO MATCH
<br /># OF 2nd FLOOR
<br />Solid block all posts from
<br />STUDS
<br />above to bearing below.
<br />� USP RT16A USING
<br />SECTION @ INT. BRG. WALL
<br />17-8d x1 1/2" NAILS
<br />DOUBLE JOIST CONSTRUCTION
<br />UPLIFT = 116044
<br />Backer and Filler Block Dimensions
<br />BCI®Joist
<br />Backer Block
<br />Thickness
<br />Filler Block Thickness
<br />Series
<br />3/4" or 7/8"
<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 />1-1/8" or two 1/2"
<br />6500s 1.811.7
<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 />[90 2.0
<br />2 x _ lumber
<br />Double 2 x _ lumber
<br />(Not required if both loaded equally from above) N.T.S.
<br />Filler blocking 1 /8" min. min `
<br />". �.
<br />* 2" max. }Small gap 42 " max.
<br />1l8"gap -
<br />��yL
<br />Clinch nails
<br />when
<br />possible
<br />1) Support back of web during nailing to prevent damage to
<br />web -flange connection.
<br />2) Block solid between joists for full length of span. Tight fit
<br />3 Leave 1/8" a between to of filler blocking and bottom f o flange. g p p g o top2x4/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 4" max.
<br />2x ' CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o c clinched when possible Stagger rows from opposite
<br />Web Stiffener Fastener Schedule_
<br />Joist _B aring Location
<br />Series De th End Intermediate
<br />®
<br />BCI5000s
<br />9-1121,
<br />11-7/8"
<br />_ 2-8d
<br />2-8d
<br />2-8d_
<br />3-8d
<br />14"
<br />2_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 />BCI60s®
<br />11-7/8"
<br />2-8d
<br />_
<br />3-8d
<br />14"
<br />2-8d
<br />_
<br />5.8d_
<br />16"
<br />2-8d
<br />6-8d
<br />BCI90s®
<br />- /$"
<br />3-16d
<br />_
<br />3-16d
<br />14"
<br />-16d
<br />5-16d
<br />_16"
<br />6-16d
<br />_ _
<br />TYPICAL
<br />OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with side nailing.
<br />- Hangers with sides not containing WEB STIFFENER
<br />topopflange of joist.
<br />DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
<br />- Under 2nd floor column w/ loads o
<br />N.T.S. higher than 15001b.
<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" (1111 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 R906.1.1
<br />Load bearing wall must stack beam below ) UNDERLAYMENT TABLE
<br />over squash=20 blocks and Load bearing wall must stack over
<br />Non -stacking walls ` blocking and wall or beam below. ---
<br />wall or beam below.
<br />require additional Joist
<br />L * I i Roof Slope 4:12 and
<br />consideration. Check Roof Slope 2:12 and Underfayment 1 Underpayment
<br />When joists meet over wall, provide Roof Covering Section Greater j
<br />local building I -Joist can be offset ;Less Than 4:12 Underpayment ( Attachments ! I Attachment; i
<br />1/16" 1 3/4" minimum bearing for each. I Underta went i code for appropriate I Y
<br />up to 3" to avoid ____..._...._ .
<br />details In One 10d box
<br />vertical plumbing AST If,l D226 Type i or 11 i AST1 I:226 Type It
<br />areas 20 of high or-20 sinker
<br />ASTf:t IJfi f ri V I1, lit OfIV i 1 AST1.1 D486,'9 Type N, 2
<br />lateral load. nail each side 3" max
<br />Asphalt shingles R905 2 ASTp f D6757 j i ASTM D �7
<br />at bearing. JOISTS OFFSET
<br />ASTtA D1970 A;,Tlld D1970 �.
<br />N.T.S. .......
<br />Concrete and Clay Tile
<br />Ih
<br />C
<br />c
<br />4 a
<br />LLC: Section fi ti . . •� t
<br />Provide adequate bearing R905.3 j
<br />Use 10dx3" Halls at 6"o.c. for all joist ..... ._ ..__.......... .
<br />for each lapped joist. - - - -
<br />blocking panel "Non -stacking walls ASTiv1 C>226 a ypr t GF €i
<br />10d nails require additional consideration. j ASTNI f.l D;...h T'yp 11
<br />Squash block q Metal roof shingles ASTI'A D4f,,69 Type It III Or p�! i A�+TI 1 `r4 h j 1' d 2
<br />(2x4 minimum) SECTION @ INT. BRG. WALL 7 I I
<br />R905.4 ASTIiA Df,)71�7
<br />N.T.S. ____. ._
<br />Bearingwall Versa -Lam LVL or r
<br />I
<br />9 -7...
<br />A4Tt>r1 f)1:17,1 ;i A°>T'I,1 Dta#, tl I :�
<br />_ .._. _......___. «.........._..--.._.._.. �....._._......._........._........._..................
<br />Glulam Beam ® �_._.., ._ «( ......... _.._._
<br />ASTM D226 fypt_ I or 11
<br />Knerai-surfaced roll AS i l l D226' Type 11 I
<br />I ASTNI iD481I Tv II III or IV 1 E
<br />NO HOLES (EXCEPT roofing ASTM D 671z7 I ASTNI Ct4 E 9 Type IV I
<br />MINIMUM SPACING = 2x GREATEST Backer block 12." wide min.
<br />KNOCKOUTS) ALLOWED U DIMENSION OF LARGEST HOLE Nail with 10- 10d nails. R90�.5 # ASTM D1970'I � ? ASTI1 D1970 J
<br />IN BEARING ZONES
<br />see table below (KNOCKOUTEXEMPTS) Install tight to top Flange. ,.__..
<br />( � p �" AS11A DL2s Type I of 11 ! i ASTM 9 D226 Type, it
<br />(see table below) Slate and slam -type ASTM D48439 type 11 111 Or IV ; 1 ; 7
<br />shingles r ASTM M D4��9 Type 1V
<br />DO NOT cut, notch _ Joist hanger ASTp.1 lla7,:=/ j I f
<br />R90b-6 _......_...._,._. ...... � ..__._......._..._...._______--------- .,..�._................-----I
<br />- ordrillflanges �� --------
<br />ASTNI L�1 1I0 i ASTNI D1970
<br />cD co Wood shingles ASTNI D226 Type 1 or 11 i A, T i.)a f'� Ty pe 11
<br />R905.7 ASf T4 U 1869 ype-' II III or IV 1 � AS T I s 1 4 f 9 'Type @
<br />_....... -____....._, a _. _.__. .._____......................._... _...._._. L ,.__ _.. _. _._ _-.,._ ....._.._ ..
<br />A 1%" ROUND HOLE MAY DO NOT CUT HOLES 1 t ifnited to Ir of I
<br />6 BE CUT ANYWHERE IN 6r, 6"CANTILEVER LARGER THAN 1Yz" Flllleril block. Wood shakes Itp s 4 1:? ciTltt A a°1 t'.' Type 11
<br />THE WEB. PROVIDE AT ROUND IN 10-10d nails. R906.8 ASTI'9 D48,69 Ty;xt [V
<br />LEAST 3" OF CLEARANCE ...... _;atT
<br />CANTILEVERS. Backer block required where top _...... I ........ _... _......._..
<br />FROM OTHER HOLES mount hanger load exceeds 250 lbs. ASTNI D226 Type ? CT 1ITP*1 C)2 t' I yrle 1I
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" Install tight to top flange, Metal roof panels ASTNI f 04859 Type 11 111 or IV 1 1 ! AS '111 D4;*9 Tyf)e. IV 2
<br />RWW u „ . $ :;' " "i .... ,': �1 ' : ... I R905.10 45Tf 1 11 7 I i >G'sTM D6 71,7 1
<br />A`�Tp' 3 � ....`... .3 _..
<br />ASTM D1970
<br />8 1'-0" 1'A" 1'2" 1'-2" V-3* V-3' V-7" V-11" 2-4' 2'-9g' 3 2* 3-7 1/4"-2" gap __.__._. _..__...__,._.. ____-___._,_.._,_.,.,___._._.................__........._.___.__.___,...,..._._._............._...._ ._._.. m._._....___.._- . ......
<br />ASTNI D226 Type I or 11 Any 16' joist 12 1'-0'* V-1"` 1' 2" T-2'" 1'-3'* V-9" Z-4" 2'-11" 3'-7" 4-2 4'-g' 6-4"
<br />� AST 4 D226 Type 11 1
<br />Span (ft) 1�a 1'-0'" 1'-1'° 1'-Z" 1'-2'" 1'-T° Z-5'" 3'-Z' 3'-10"" 4'-9,* 5'-T` 6'-T T2, ; Photovoltaic Shingles ASTt:� C14 6rs Type 11, 111 or IV ? 1 ASTIO C 4869 Type rV 2
<br />20 V-0'° 1'-1'" 1'-Z" 1'-2" 2-0` 3-0" 4'-CT 4-10" 6-11" 16-11" 7'-11" 8'-11" R905.17 AST1;1 l 6 5 / ! AS T KI 16 757
<br />Backer Block % _._.........._F..S i g 1 1 __....L ....._-. _...
<br />24 1,-0." 1'-1'* 1' Z' V-3." 2-5'" 3'-T' 4'-9` 5'-10," 7'2, 8'4. 0,-0," 10'-9r° �7L� 3 ASTNI DIWO
<br />"Top Mount" "Face Mount"
<br />........ ..__ ... ............. ..... .......... ........ .. ... ................................................. ......i
<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 Fr.u.;r Q,I> cs ?z,, ;,r" € g ",.f*,r,1 TM ,1rlts l,.z: to er<e > glnvel ar ,�� r= f. _f ,.;,. •„�f : a i„ t ,...I+ r.dl .:, ,a1 >.,1�z t_ f>ft
<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 , ' :" = 431 < srr»` t 0rl (t=€,&, , eW r H T:mr iV % V4 i=:e lu r, , tr s;.Vt W a*'.* 'M,
<br />3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. Tne
<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 7 1: ngf,i+kr In" tr,:,,a ,f r" t;� < S, A`&t*
<br />W stiffeners required W 3. ' �f P. i in r-! >hC cfiJ 'ta a..,L' f:?>L3 �85tG,)t°v : i^: ?':> �, :. :'.:�'_ t . vf'4:;:Ya i ZC'ei 5€` 3,€ i N 8?'Lr'w`I
<br />THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web st a ers are not equ ed when top required if hanger :ac.rlc >a 1 «,ai>S . _ r r , r a' :� is t fez ro^ sss tha, IAr- rte ca;s sn.. € ar rr.Tr« s n a less _€ter y..n
<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 n- I , �,� sh.r. 1 n;"•: mL,. r rf; rrsn , r.:.,.D;r,l, "a rt li +r,` ` esn ;,r 1 e ,,::«.1 e , a° c= gin.: :a.as s' a.€ L� , 1.:..� T . # "rr, n .aT srnn
<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 rr : s T aI <: :rch "or rIn>j sharF i:,Ir. rwls ar1C .:. I"o, eta" 111 "Ith S r.3 es„. t a #_ ...a;: 1 a S•1a=?K S# vi# tms*are :r gal « I. ret:e;r sr
<br />MEMBER CONDITIONS. requirements
<br />6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF r ? ",:s r f `,, ,.;tn rrT 3# $ - n Tea ::;3 1e __.= s:yl .•- ea ?T .. ;.sells z`?e=rr sFa+ 1 e aT; f sM.ry#�'� 4-.^. ar§=s. :, a cs a..f:
<br />.6 X Joist
<br />THE LARGEST HOLE.
<br />7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. " depth ulsl, v ; ,e rowt ;r he .t_ta oe*r,o sh. , t "'MT, -,IsexYro n "aslerer S .:a:ir";l :? ntt l OK,ks ri- l?"u, are, loN at tt)e Arz1 ,;ra s,., mp%�.este € ^.
<br />tz:xr.,ezi«z : ro loins than vit r;. '"metal :,s :9 x#::,�fq
<br />8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1 2" KNOCKOUT HOLES TURNED WITHER of ftx ass '.'1s T2-_WE• ar,s : zr l�;€ F cse uzs.r1 rtz�€ at s .P r1 tYe s, ir1z:,1i
<br />UP OR DOWN.
<br />r.,rz-.;i.,t± -„t qi.. F:,r. -e;n ahv..## tie ...y v,-r1 1'hF cw,p r a s •xnz s#"'W ks": no.:F�ss� •r.;q.r� .x I,^.-"r-'^r nr,r1 s?tA..F _ap o,.., Iw : Moo-r
<br />9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS >f.cs:: . a,. a s « f 5 f 6 st-u## h s.n a :enw t, swill cr '� l;>>rnezl ate t t_. r .,.r a 11.. N. = o: ,esS ttl&,i it .I, ztc .. c su' s ,ear
<br />PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE r;.1, :#.a?.s a Lrq` c,n lw etg a zs t I;,cs t� , 7.1er art of 3' ,1 y:+ icr. e e,,Vee r .-' ;ter.a .r,.o- ,:e rc:Mzc l ,r;t€ -
<br />POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. I -JOISTS BUCKETS bitt M,,r t;r ,;,eiay+pan ye, txi hatr "'7M C "" rats 3#gz r A r wree vr:h 601,,h ?ht int%er vy a=*; IT:Mrt . .t.Ir+•S a d :, it
<br />_,•��I I .r,. �lrsrtif5:`:=.,:rers InsLrada:Y�n anzd etitk;tr, r., .,. .t_z;x r;at.ytttT# rsN »ernaa,=,�_ , s�+iti1e.�.wr rsa-M-€ c'slrne3tz±<zxidz fu+ me*ti -�,-. x b_ <,?stal*r�.
<br />N.T.S. Exception: rn^t:y ifHOLE CUTTING CHART led rI rt e e11 are rp1 v Trd i=ntseci w
<br />�+ t r7cer_n r l tfle na LI .h:" r �S 11 1i '3� fm .he rt= F n_a#a Ial 5t a€ c a m-d 0 r nl a§r <;r 1 t' mac' i9 aF1nu ,
<br />N.T.J. R_..f..Yl. ':e Ya tt+` ' ii:3'le .5. .� ". > =Uf to=iwj»} F,.2:#,'P,i °U37 Grf_` fr5,;: $& 4l a ::i•3i3. �` 3V„f' .� ..(:E .. ..v 4d L+ t�`"> -`{ 3L #. Wfbe i, . (.. t i';'- t?ti: i l 3,:t' :', F nYC
<br />DAN SCO
<br />ENGINEERING, LLC
<br />P.U. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.dar)scoengineedng.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 1' 17) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />140 MPH (Vold = 10813 SEC. GUST,
<br />EXPOSURE "C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT=10.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE R IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OFTHIS DRAWINGONLY.
<br />©2018 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />(y`), 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 L% PROHIBITED.
<br />REVISION:
<br />_DATE DES_CRIPTIO_N
<br />12.19.17 1.00 6TH ED. (2017) FBC -
<br />__
<br />UPDATED CONNECTION
<br />06.08.18 1.01 CROSS-REFERENCE TABLE
<br />v- - AND STAIR STRAP -
<br />VERSION NO 1.01 / 06.08.18
<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 381320
<br />DATE ISSUED: 10.09.18
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />SNI
<br />
|