|
IFILL CELL STD. 900 HOOK BOND BEAM
<br />RAFTER SPAN TABLE
<br />MEMBER SIZE AND SPAGINGfu
<br />MAXIMUM LENGTH
<br />MEMBER CONNECTIONS,
<br />2' X 4' • 16' O.G.
<br />1'-5'
<br />(2) Ibd TOENAILS
<br />2' X 6' • 16' O.G.
<br />10'-8'
<br />(2) Ibd TOENAILS
<br />2' X 8' • 16' O.G.
<br />13'-51
<br />(3) Ibd TOENAILS
<br />2' X 10' • 16' O.G.
<br />16'-5'
<br />lU USP HTUJ20 OR (3) 16d TOENAILS
<br />2' X 12' • I6' O.G.
<br />19'-3'
<br />(1) USP HTUJ20 OR (4) l6d TOENAILS
<br />2' X 4' • 24' O.G.
<br />b'-1'
<br />(2) lbd TOENAILS
<br />2' X 6' • 24' O.G.
<br />8'40'
<br />(2) lbd TOENAILS
<br />2' X 8' • 24' O.G.
<br />11'-0'
<br />(2)16d TOENAILS
<br />2' X 10' • 24' O.G.
<br />13'-0'
<br />(3) Ibd TOENAILS
<br />2' X 12' • 24' D.C.
<br />15'-4'
<br />1 (1) USP HT 100 OR (3) lbd TOENAILS
<br />• TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY fte. RAFTER TO RIDGEBEAM).
<br />•• SOUTHERN YELLOW PINE, 55 PSF LOADING
<br />`D2 x 4 MEMBER TO BE SYFM 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. 11)
<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 />43A
<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 />1 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 bad 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 />W
<br />ROOF DIAPHRA6M NAILING 5GHEDULE
<br />USP777-71-1
<br />+ +
<br />+ + + + + + + + +.
<br />+ + + + + + + + + + + + + +
<br />+
<br />+
<br />+ + + + + + + + 0
<br />+ + + + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+ + + + + + + + +�
<br />+ + + + + + + + + + + + + +
<br />+
<br />+ +
<br />+
<br />+
<br />+
<br />+ b'- " (TYP)
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />*+*
<br />+++
<br />+++
<br />+ +
<br />+ +
<br />H*+
<br />+
<br />+
<br />+ +
<br />+ + + + + + + O
<br />+ +
<br />+ + + + +\.+
<br />+
<br />+
<br />+ + + + + + +++
<br />+ + + + + + + + + +
<br />+ +
<br />+ + +
<br />+ +
<br />++ + + +
<br />+
<br />�
<br />LU
<br />MUGT15 TYP.
<br />GIRDER TRUSS
<br />STD. 90°
<br />�
<br />CONT. #5
<br />I�
<br />`'UN''
<br />BAR
<br />HOOK
<br />I tAn
<br />« I ur rL A I t
<br />�-II
<br />5/8"0
<br />COX PLYWOOD
<br />OR 1
<br />OR /Ib" 055 (FOR
<br />5HIN6LE) Iq/32" GDX
<br />PLYWo00 OR O5D
<br />#5 CONT.
<br />FROM
<br />FOUNDATION
<br />TO HIGHEST
<br />BOND BEAM
<br />THRU
<br />BOLT
<br />..
<br />.....
<br />(FOR TILE)
<br />BEAM STEP
<br />2 X 6 (MIN) B.U.0
<br />BOND
<br />-RIDGE LINE
<br />140 1"P14 3 5E6OND 61,15T EXP1O<,o M 'G' HIND ZONE 140 1011P1'1 3 5EGOND GUST EXP0:511RE 'IG' WIND ZONE SCALE: N.T.S. USP ,
<br />(FOR 5HIN6LE) (FOR 5HIN67LE) MUGT15 TYP.
<br />R5R5-0I NAIL5 ® 6" O.G. 4 R5R5-01 NAIL5 a b" O.G. ED6E5 4
<br />+++++ 4" O.G. ® GABLE END WALL OR GABLE TRU55 R5R5-0I NAIL5 a b' O.G. INTERMEDIATE 2nd FLOOR
<br />0.113 INGH NOMINAL SHANK DIAMETER O 113 INGH NOMINAL SHANK DIAMETER INTERIOR/EXT WALL SEE
<br />2 315" INGH NAIL LENGTH 2 30' INCH NAIL LENGTH
<br />PLAN FOR MORE INFO
<br />(FOR TILE) (FOR TILE)
<br />CONT. BASE PLATE
<br />R5R5-01 NAIL5 @ 6" Or, 4 4" Or, ® 6ABLE END R5R5-0I NAIL5 a 6" OG E06E5 4
<br />BEARING COLUMN
<br />TYPICAL USP MUGT15 TO
<br />HTA 20-18 / HTA 20
<br />WALL OR GABLE TRL65 R5R5-OI NAIL5 as 6" OG INTERMEDIATE
<br />0.120 INCH NOMINAL SHANK DIAMETER (MIN) 0.120 INGH NOMINAL SHANK DIAMETER (MIND
<br />PLYWOOD FLOOR
<br />SHEATHING PER PLAN
<br />SEE PLAN FOR REQ?Solid
<br />BUILT-UP COLUMN DETAIL
<br />COLUMN AND
<br />INSTALLATION @MID SPAN
<br />3 INGH NAIL LENGTH 3 INCH NAIL LENGTH
<br />CONNECTION TJI TO BE CUT TO ALLOW
<br />NOTE:
<br />FOR BLOCKING/TJI
<br />I) RSRS-DI 15 A RING SHANK ROOF SHEATHING NAIL MEETING THE SPEGIFIGATIONS IN ASTM F1667
<br />2) SEE 5TRUCTURAL NOTES FOR 5HEATHIN6 5PEGIFIGATION5 AND HIND 5PEED.
<br />NOTE:
<br />3) END JOINT5 OF THE ROOF 5HEATHIN6 SHALL BE 5TA56ERED AND OGGUR OVER FRAMING MEMBER.
<br />MASONRY WALL OR
<br />LOCATION OF UPLIFT VALUE
<br />4) 5GHEDULE A55UME5 5HEATHIN6 15 FA5TENED DIREGTLY TO 5OUTHERN YELLOW PINE OR DOU6LA5 FIR OR BETTER.
<br />INTERIOR BRG. WALL
<br />SECOND RT16A
<br />IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT DANSGO ENGINEERING,
<br />PER PLAN
<br />""'
<br />IS BASED ON
<br />LLG FOR ALTERNATE FOR NAILING PATTERN.
<br />�TJI
<br />�1
<br />OTHERWISE SOLID
<br />��
<br />S.P.F.
<br />BLOCKING TO MATCH
<br />all posts fromy # OF 2nd FLOOR
<br />above to bearing below. STUDS
<br />USP RT16A USING
<br />SECTION @ INT. BRG. WALL
<br />17-8d x1 1/2" NAILS
<br />DOUBLE JOIST CONSTRUCTION
<br />CONNECTION CROSS-REFERENCE
<br />USP STRUCTURAL CONNECTORS
<br />SIMPSON STRONG -TIE
<br />GRAVITY 100%)
<br />UPUFT(WS)
<br />LATERAL.
<br />GRAVITY(100%)
<br />UPUFT(LBS)
<br />LATERAL,
<br />FASTENERS
<br />CONNECTOR
<br />F2 L8S
<br />FASTENERS
<br />CONNECTOR
<br />SYP SPF
<br />SYP I SPF
<br />F2 LBS
<br />SYP SPF
<br />SYP I SPF
<br />MASONRY CONCRETE APPLICATIONS
<br />MASONRY CONCRETE APPLICATIONS
<br />HTA16
<br />1870
<br />1608
<br />710(611).9.10dx
<br />11/2"
<br />HHETA16
<br />2120
<br />1 1781
<br />1 770
<br />1 10-10d x 11/2"
<br />HTA20
<br />1870
<br />1608
<br />710(611)
<br />9-10d x 11/2"
<br />HHETA20
<br />2120
<br />1 1781
<br />1 770
<br />1 10-10d x 11/2"
<br />9-10d x 11/2" & (4)1/4" x 13/4"
<br />RT36M
<br />1395
<br />1395
<br />115
<br />NONE
<br />-
<br />-
<br />TAPCON
<br />18-10d & (1) 5/8" 0 A.B. W/
<br />18-10d x 11/2" &(1) 5/8" 0A.B.
<br />HTT16
<br />3610'
<br />3105'
<br />HTT4
<br />3610'
<br />3105`
<br />8" EMBED.
<br />W/ 8" EMBED.
<br />18-10d & (1) 5/8" 0 A.B. W/
<br />26-10d & (1) 5/8" 0 A.B. W/ 8"
<br />HTT45
<br />3812'
<br />3625`
<br />HTTS
<br />3812'
<br />3812'
<br />8" EMBED.
<br />EMBED.
<br />16-10d & (5) 1/4" x 3" DeWalt
<br />16-16d SINKERS & (7)1/4x 21/4"
<br />LUGT2
<br />1550
<br />1550
<br />475(400)
<br />LGT2
<br />2030
<br />1750
<br />170
<br />SCREW -BOLTS
<br />TITEN 2
<br />(12)1/4" x 21/2" WOOD SCREWS
<br />(12) SDS 1/4" x 21/2" & (4) 3/8" x
<br />LUGT3
<br />3525
<br />3240
<br />-
<br />& (4) 3/8" x 5" DeWalt SCREW-
<br />LGT3-SDS2.5
<br />3285
<br />2365
<br />385
<br />5" TITEN HD
<br />BOLTS
<br />8-10d & (1) 3/4" 0 A.B. W/ 6"
<br />8-10d x 11/2" & (1) 3/4" 0 A.B. W/
<br />LTS19-T2
<br />1205'
<br />3036'
<br />EMBED.
<br />LTF19
<br />1310"
<br />1125`
<br />6" EMBED.
<br />18-10d x 11/2" & (1) 5/8" 0A.B.
<br />LTTI31
<br />-
<br />-
<br />2805'
<br />2412'
<br />NONE
<br />W 6" EMBED.
<br />22-30d & (1) 5/8" o A.B. W/ 12"
<br />22-30d & (1) 5/8" 0 A.B. W/ 12"
<br />MLIGT15
<br />-
<br />-
<br />2556"
<br />2556"`
<br />MGT
<br />-
<br />_
<br />2556"
<br />2556"
<br />EMBED.
<br />EMBED,
<br />(12) 2/4" x 3" WOOD SCREWS & (4)
<br />(18) SDS 1/4" x 3" & (2)1/2" x 5"
<br />RFUS
<br />7100
<br />6106
<br />(2) FGTR
<br />8885
<br />6395
<br />3/4" x 6" DeWalt SCREW -BOLTS
<br />TITEN HD EA. FGTR
<br />FRAME APPLICATIONS
<br />FRAME APPLICATIONS
<br />RT7
<br />S60
<br />1 495
<br />120(120)
<br />5-8dx11/2"&5-8d
<br />H2.SA
<br />565
<br />1 535
<br />1 110
<br />1 10-8dx11/2"
<br />RT16A
<br />1020
<br />895
<br />490(345)
<br />9-10d x 11/2" & 8-10d
<br />H10A
<br />1340
<br />1 1015
<br />1 285
<br />1 18-10d x 11/2"
<br />RTI&2
<br />-
<br />1060
<br />935
<br />410 330
<br />1&8d
<br />H10A-2
<br />-
<br />1 1080
<br />1 930
<br />260(225)
<br />18-10d x 11/2"
<br />SPT22
<br />735
<br />632
<br />275(236)
<br />8-30d
<br />NONE
<br />SPT24
<br />1090
<br />937
<br />275(236)
<br />12-10d
<br />SPT4
<br />875
<br />753
<br />6-10d x 11/2"
<br />SPTH4
<br />2195
<br />18M
<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 />38S2"'
<br />3313"`
<br />8 1/4" x 3" WOOD SCREWS
<br />HDU4.SDS2.5
<br />I
<br />3965-
<br />i
<br />328S"
<br />I
<br />525
<br />1
<br />(10) SDS 1/4" x 21/2"
<br />LUGT2
<br />2260
<br />1900
<br />1505(425)
<br />1 32-10d
<br />NONE
<br />HTW20
<br />1530
<br />1285
<br />-
<br />20-10d
<br />LSTA18
<br />1235
<br />1110
<br />14-10d
<br />LSTA18
<br />1235
<br />1115
<br />14.30d
<br />LSTA24
<br />1235
<br />1235
<br />16-30d
<br />LSTA24
<br />1235
<br />1235
<br />18-10d
<br />LSTA30
<br />1640
<br />1640
<br />22-10d
<br />LSTA30
<br />1640
<br />1640
<br />22-10d
<br />LSTA36
<br />1640
<br />1640
<br />22.10d
<br />LSTA36
<br />1640
<br />1640
<br />24-10d
<br />HUNG APPLICATIONS
<br />HUNG APPLICATIONS
<br />MSH29
<br />2865
<br />2200
<br />715
<br />570
<br />10-10d & 4- 10d
<br />NONE
<br />HUS26
<br />2760
<br />2430
<br />2035
<br />2630
<br />20-16d
<br />THD26-2
<br />2770
<br />2392
<br />2340
<br />2012
<br />18-16d & 12- 10d
<br />THDH26-2
<br />4375
<br />3850
<br />2865
<br />2280
<br />28.16d
<br />HD28
<br />1230
<br />1057
<br />760
<br />653
<br />8-16d & 4-10d x 11/2"
<br />HUS26 1 1562 1 1342 1 8W 756 8-16d & 4-16d
<br />HUS28
<br />4170
<br />3670
<br />2950
<br />2380
<br />30.16d
<br />NONE
<br />THD28.2
<br />4310
<br />3706
<br />2595
<br />2231
<br />28-16d & 16- 10d
<br />HGUS28-2
<br />1 4973
<br />1 4276
<br />1 2695
<br />2316
<br />-
<br />24-16d & 30-16d
<br />HD210-2
<br />2155
<br />1895
<br />1170
<br />1030
<br />14-16d & 6-10d
<br />HU210-2
<br />1 2382
<br />1 2048
<br />11516
<br />1308
<br />16 16d & 8 10d
<br />THDH210-2
<br />9020
<br />7965
<br />4445
<br />3555
<br />58-16d
<br />NONE
<br />KLEG3
<br />(2) 3/4" 0 A307THRU BOLTS INTO
<br />(2) 3/4" 0 A307THRU BOLTS INTO
<br />W/TOP
<br />11980
<br />-
<br />394S
<br />-
<br />-
<br />GIRDER & (4) 3/4" 0 A307 THRU
<br />LEGS W/ TOP
<br />13045
<br />-
<br />3845
<br />-
<br />-
<br />GIRDER & (4) 3/4" 0 A307 THRU
<br />FLANGE
<br />BOLTS INTO MASONRY
<br />FLANGE
<br />BOLTS INTO MASONRY
<br />THDH414
<br />2520
<br />-
<br />1960
<br />_
<br />_
<br />16-16d & (18) 3/16" x 13/4"
<br />HU414
<br />3813
<br />-
<br />2015
<br />-
<br />-
<br />12-10d & (24) 1/4" x 2 3/4" TITEN 2
<br />POWERS TAPPER+
<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 BOLTREQUIRES MINIMUM 2 3/4" 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 7/8"
<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 1.8/1.7
<br />wood panels
<br />2 x - + 5/8" or 3/4" wood panel
<br />1-1/8"ortwo 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 />(Not required ifUPLIFT -1160# both loaded equally from above) N.T.S. � � •
<br />Filler blocking 1/8" min. }Small gap 2" min.
<br />+ 2" max `
<br />1/8" gap � 4 max.
<br />r
<br />r �2
<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" gap between top of filler blocking and bottom of top flange.
<br />2x4/Plywood/0SB web stiffener 2"min.
<br />4) Place joists together and nail from each side with 2 rows of 10d nails 4" max.
<br />2x ' CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" D.C. clinched when possible Stagger rows from opposite required when indicated or
<br />Web Stiffener Fastener Schedule
<br />Joist BearingLocation
<br />Series Depth
<br />I End
<br />Intermediate
<br />®
<br />BC15000s
<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 />-
<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 />I 5-8d
<br />16"
<br />2-8d
<br />I 6-8d
<br />BCI60e
<br />11-718"
<br />2-8d
<br />I 3-8d
<br />14"
<br />2-8d
<br />5-8d
<br />16"
<br />2-8d
<br />6-8d
<br />BCI90s®
<br />11 "
<br />-1
<br />3-16d
<br />1
<br />-1
<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 />e
<br />SIZE AND QUANTITY
<br />e e% OF FASTENERS
<br />o i
<br />ise i
<br />a
<br />e
<br />yyi
<br />OF THE JOIST ASA REQUIRED LEAVING y" GAP @ TOP sides by 6". - Hangers with side nailing.
<br />-Hangers with sides not containing t. WEB STIFFENER
<br />DOUBLE JOIST CONNECTION top irdsmouthcuts.
<br />- Birdsmouth cuts. N.T.S. •
<br />- Under 2nd floor column w/ loads •
<br />N.T.S. higher than 15001b. ..
<br />SQUASH BLOCKS AT INTERIOR BLOCKING PANEL, INTERIOR TYPICAL HTA 20-18 / HTA 20
<br />Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall INSTALLATION TYPICAL MTW INSTALLATION
<br />BEARING Use 3" (10d) nails at 6" D.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 R905.1.1
<br />Load bearing wall must stack beam below Load bearing wall must stack over ! UNDERLAYiMENT TABLE
<br />Non -stacking walls
<br />over squash=20 blocks and
<br />wall or beam below." blocking and wall or beam below.` ------
<br />4
<br />require additional ,
<br />Joist
<br />consideration. Check
<br />local building � When Joists meet over wall, provide I -Joist can be offset
<br />code for appropriate 1/16" 1 3/4" minimum bearing for each.
<br />details in One 10vertical
<br />d box ato avoid
<br />areas=20 of high or-20 sinker veplumbing
<br />lateral load. 1 nail each side 3" max
<br />at bearing. JOISTS OFFSET
<br />N.T.S.
<br />Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist
<br />for each lapped joist. blocking panel "Non -stacking walls
<br />Squash block -10d nails SECTION @INT. BRG. WALL require additional consideration.
<br />(2x4 minimum)
<br />Bearing wall, Versa -Lam LVL or N.T.S.
<br />Glulam Beam
<br />NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.)
<br />KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE Nail with 10-10d nails.
<br />IN BEARING ZONES (KNOCKOUT EXEMPTS) Install tight to top flange.
<br />(see table below) D
<br />(see table below)
<br />DO NOT cut, notch Joist hanger
<br />or drill flanges
<br />cD (0
<br />A %22" ROUND HOLE MAY DO NOT CUT HOLES
<br />6 6 6,. Filler block.
<br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN %22" Nail with
<br />THE WEB. PROVIDE AT ROUND IN 10-10d nails.
<br />LEAST 3" OF CLEARANCE CANTILEVERS.
<br />FROM OTHER HOLES Backer block required where top
<br />mount hanger load exceeds 250 lbs.
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN IV Install fight to top flange.
<br />8 1'-0' I '" V� 1 2"" V-3" 1'-3` T-T' 1'-11'" 2-C 2' J 3 2 ' 3 7" 1/4"-2"gap
<br />AfTy 16 }gist 12 1"-0' 1'1"` 1' 7" 1 1' 2" 1'-3" 1'-g" 2'-4' 2-11" 3'-T' +S 2` 4-91 64,
<br />Spars Qt)....._ 16 1'-U' 1"1" 1. 2. 1, 2" 1' T' 2-6' 3-7 3-11T" 4'-9'" 5 7"' 6-41 T,_2,"
<br />20 1'-0.' T-1" 1' 7 1-2" 2-0" 34Y' 4'-W 4-10" 6-11" T-11" $'-11'•
<br />24 1'-o- I Tr 1' 2" 1'-3, 2-6' 3-7' 4'-9' 9-19' 1 7-7' 9-4" 9 i' 101-9' Backer Block
<br />"Top Mount" "Face Mount"
<br />Roof fupVerin Section Roof Slope 2:12 and
<br />g Less -than 4:12 Undodayment
<br />Underfaymertt
<br />Attachment"
<br />Roof Slope 4:12 and
<br />or*~Undertat
<br />meat
<br />i
<br />Undediaynlent
<br />Attachments
<br />ASTM D226 Type I or It
<br />ASTM D226 Type It
<br />} ASTM 04869 Type 11, 111 or IV
<br />1
<br />ASTM 048% Type IV
<br />2
<br />Asphalt shingles R906.2 i ASTM D6757
<br />ASTM D6757
<br />........................................................_.__ ..
<br />ASTM D1970
<br />3
<br />_......................_..................._._.
<br />ASTM D197D
<br />3
<br />_......_........................................................ _.......;._....._._..._._--- ___............ ............. ....... ...............
<br />Concrete and Clay 111* ! See Section RI 5.3.3
<br />.............. ...................................
<br />....... _ �_ _
<br />_.........................................
<br />RW5.3
<br />.......__...........
<br />....__....................... ............. ...... .............................._...
<br />1 ASTM D226 Type I or 11
<br />_..__ . _
<br />_.,.... ._.._.....,.............,....................
<br />ASTM D226 Type t!
<br />..._.........................................
<br />!Metal root shingles I ASTM D4%9 Type 11, 111 or IV
<br />1
<br />ASTM D4869 Type IV
<br />2
<br />R�B.4 ASTM D6757
<br />ASTM D1970
<br />-
<br />3
<br />ASTM D1970
<br />3
<br />ASTM D226 Type I or 11
<br />( nerd-sur:aced rota j ASTM D4869 Type 11, H1 a' IV
<br />1
<br />ASTh1 D226 Type 11
<br />2
<br />rooting i ASTM D6757
<br />ASTM D4869 Type IV
<br />R905.6 i............................_..._. _.._ __.._.. __._._..,....
<br />... __._.............._.
<br />ASTM D1970
<br />......................................... ....-_...M..._._.-..._
<br />3
<br />ASTM D1970
<br />3
<br />.... ........................................... ___ ..... _.._
<br />ASTM Type 111 li
<br />..... _........._........ ..._...
<br />_............. -........ ._.... _........ .-..-.............
<br />................ ......... ------- .....
<br />Slate and slaof-type ASTM D4889 69 Type 11, !11 or IV
<br />1
<br />ASTM D226 Type If
<br />2
<br />shingles ;
<br />? ASTM D675T
<br />ASTM D4869 Type IV
<br />Rt305.6
<br />ASTM D1970
<br />3
<br />I ASTM D1970 T3
<br />Wood shingles ASTM D226 Type I or It
<br />ASTM D226 Type 11
<br />- R9115.7 _ ASTM D4869 Type 11, 111 or N
<br />1
<br />�
<br />ASTM D4869 Type IV
<br />2
<br />Wood shakes _
<br />Limited to roof
<br />ASTM D226 Type It
<br />R806.8 I
<br />slopes 4:12 and
<br />ASTM D4869 T !V
<br />Type
<br />2
<br />_ ....__.__ _._
<br />Greater
<br />.._.w._W.._..
<br />ASTM D226 Type I or It
<br />ASTM D226 Type 1t
<br />Metall resat panels ; ASTM D4869 Type 11,111 or IV
<br />1
<br />ASTM D4869 Type IV
<br />2
<br />R905.10 i ASTM D6757
<br />ASTM D6757
<br />ASTM D1970
<br />3
<br />ASTM D1970
<br />3
<br />ASTM D226 Type I or It
<br />ASTM D226 Type 11
<br />photovokalc Shingiies I ASTM D4869 Type It, III or IV
<br />1
<br />ASTM D48169 Type IV
<br />2
<br />R90S.17 ASTM D6757
<br />ASTM D6767
<br />ASTM D1970 - --
<br />_ 3 -
<br />ASTM D1970
<br />3
<br />NOTES: Backer block shall be tight Backer block shall be tight 't.ind*deyn,,6M ;dattvr*rtt
<br />1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with 1. Roca! siape4 hpm two volts vwWaf in 12 ufft honzoO* 07-ponect skapel, and Was than two ur.tts vertical In 12 t^ts horizontal (33•"Meatt •lope). Apply
<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 a 19.mch 1,1483 mmi series of underfayrheM fete 3>a+SW to and sea wv at the eaves. tostento sudR w* to how in plate staft+v st The eave, avpty
<br />3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. rnchwida (914 Mtn) Sheets of un , eyrfusrt, Rev successive sheets 14 in mit (48$ mm)- end taps shoal be B lxhes and rrhag be ~ by 6 AW The
<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 Stifftler as undedaymeal strew be a"Whed to a na#able dock with conosroor.•reS�#m1t fasteners one row t onleted in the faeld of the sheet wdh a maxV1WM fa ve w
<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 (f hanger o tic n rc+wotws (acts mmr ac . ono Banc rune at the and and cede saga taste Sh B lathes thiC mrrl) o.c. t It Ethan 3t Snag be etTamo non or
<br />�1 g pEestft :� nags wiih s narnlsat sap daaT+etrx a not toss that 1 inch. Means ceps sfMR have a tt�kness of n� IesS than 32-;toga metaa. Parer -ems
<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 metal saps shall hevo a muralrum ftkness of 0±01D inch Mlnmum thickness of the -Ataide edge of Onbc eolas shell be a 03S inch The cap nag StIww ahaii
<br />S. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height be to toss tt•.an a 1.183 ineh for ring char* cap no" and 0.091 kseh for struxuh Shank cap raw& rep rim ehanit shy have a land suf ictent to penetrate
<br />MEMBER CONDITIONS. requirements thmuo the read stseatb#V or nal less Man % sath ama the r*0sheaftV
<br />6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF 21 Roof shVn of toter tTits'var*Sf in t2 crofts hamontel k33.0 rcartt afapel or greater Underiayroant SW he append shttvo faotA n, txora41s1 to and Star
<br />THE LARGEST HOLE. .6 X Joist from ma eave and topped 4 alctws (SI mmi, end laps ahas be 6 inches and &hall be offset by 6 feet. The wtdertayment shall be ached w a nsitebie dock
<br />7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 0 depth with too Staggered maws In the seid of to meat wo a maxkWM fastener spaLckV of 12 inthm (305 mmi o c., and one row at the end and Side bps rastaned
<br />• 6 krthas (152. rom) o.c. Ur4efty €ant shall be atlachool VW9 mew or rustic cap nafs wise a ntun "M cap metier of not lass than 1 inch. Wei Ca ixt shoo
<br />8. HOLES MAYBE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1�" KNOCKOUT HOLES TURNED WITHER have a thickness 01 root IaSS than 32-289e Sheol meta! POWer.dsriven Metal caps "have a ftnimum t1iftknitts of 0,010 inch Mw*wm pkkness of me
<br />UP OR DOWN. • outside 409a of plestit ceps shO be 0 = Inch The cap ne# shank shalt be nol less than G.0s3 Inch for rfrq vhank soap neils and 0 (*1 loth dw s rmth
<br />9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS shank cep nags Cap nal shank shall have a longth sutkotnt to penatttft through the roor shestift or not lest than N, inch Wo the roof shsathinq.
<br />PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE Roof slopes from two un t3 vertical in 12 unaa horizontal (17-percent Aope) and greater, The entire iod dock" be covered west on appmvea soft_
<br />POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. I -JOISTS STS BUCKETS •d ap lxalymer modlfaed t*oroon undaetaymer4 tomptying with ASTM D1970IT!stalled in s4towsme WRh Wh tha tRwerlaym m manufacturer's mid root
<br />eoverav manufacturers instettstksn Nw in terms to ore dtxk r teaiai, m Df vwNatl tonfV ebon and tWoete exposure for The rood covemV to be ksetapad.
<br />HOLECUTTING CHART N.T.S. Excepti"'. A MUMatum 4-fth-wide 1002 men) etrip of set-adhetkrg potyrrxrtr t edbk~ membrene ton w0th ASTM 0*70. installed in
<br />accordance wsh the rKamytatfurasr`a kdatM900la far the clack material. shah be applied over ell y*ft or the rani decking. An approved undeslaymant 1n
<br />N.T.S. accordance Table R905 I 1 ku the applicable roof covering Shall be applied over the elntoe roof ovef the 44nth-wida 002 MM) membrane vows.
<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.donscoenginee6ng.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 (Vosd = 108MPH), 3 SEC. GUST,
<br />EXPOSURE "C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT = tO.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
<br />AFrER THE DATE R IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY.
<br />CM19 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />C)2n19 - THESE DRAWINGS AND DESIGNS ARE THE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
<br />THE CUENT ON THIS PROJECT. ANY REPRODUCTION
<br />OR UNAUTHORRED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />UPDATED CONNECTION
<br />06.08.18
<br />1.01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />01.09.19
<br />1.02 ROOF UNDERLAYMENT REV.
<br />02.11.19
<br />1.03 UPDATED CONNECTION
<br />CROSS-REFERENCE TABLE
<br />VERSION, fa10: 11 02.11.19
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<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 390440
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />SNI
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