|
FILL CELL STD. 90° HOOK BOND BEAM
<br />RAFTER SPAN TABLE
<br />MEMBER SIZE AND SPACINGfu
<br />MAXIMUM LENGTH
<br />MEMBER CONNECTIONS,
<br />2' X 4' 0 16' O.C.
<br />11-5'
<br />(2) Ibd TOENAILS
<br />2' X 6' a 16' O.G.
<br />10'-8'
<br />(2) Ibd TOENAILS
<br />2' X 8' a 16' O.G.
<br />13'-9'
<br />(3)16d TOENAILS
<br />2' X 10, 0 16' O.C.
<br />16'-5'
<br />(1) USP HTW20 OR (3) l6d TOENAILS
<br />2' X 12' 0 16' O.C.
<br />19'-3'
<br />(U USP HTU 20 OR (4) 16d TOENAILS
<br />2' X 4' 0 24' O.G.
<br />61-1'
<br />(2) Ibd TOENAILS
<br />2' X 6' a 24' O.G.
<br />81-6'
<br />(2) l6d TOENAILS
<br />2' X 8' o 24' O.G.
<br />11'-0'
<br />(2)16d TOENAILS
<br />2' X 10' to 24' O.G.
<br />13'-0'
<br />(3) l6d TOENAILS
<br />2' X 12' * 24' O.G,
<br />15'-4'
<br />(1) USP HTW20 OR (3) lbd TOENAILS
<br />• TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (ie. RAFTER TO RIDGEBEAM).
<br />SOUTHERN YELLOW PINE, 55 PSF LOADING
<br />`D2 x 4 MEMBER TO BE SYf I NON -DENSE OR BETTER
<br />COMPONENT & CLADDING DESIGN PRESSURE
<br />(140mph (Vast = 108mph), enclosed, 3 sec. gust, 2.1/12 to 6.9/12 pitch, Exposure C, Height = Up to 30 feet, Occupancy Cat. II)
<br />TRIBUTARY AREA (ft2)
<br />ROOF
<br />WALL
<br />ZONE1
<br />ZONE2
<br />ZONE3
<br />ZONE4
<br />ZONE5
<br />10
<br />17.1
<br />-26.6
<br />17.1
<br />-46.2
<br />17.1
<br />-68.6
<br />29.7
<br />-30.8
<br />29.7
<br />-39.2
<br />20
<br />15.5
<br />-25.2
<br />15.5
<br />-43.4
<br />15.5
<br />-64.4
<br />28.3
<br />-30.8
<br />28.3
<br />-36.4
<br />50
<br />14.0
<br />-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 from the building surfaces.
<br />4. Table values have been multiplied by 0.6 to convert component and cladding pressures to ASD.
<br />LU
<br />in
<br />ROOF DIAPHRAGM NAILING 5GHEDULE
<br />O ITI/_C I II.IC '^ LISP
<br />+ +
<br />+ + + "+ +
<br />+
<br />+
<br />+ + + + + + + + o
<br />+ + + + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+ + + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />+
<br />+
<br />+ + + + + + + + t
<br />+ + + + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+
<br />+
<br />/++..,
<br />+ 6' .I (�,)
<br />+ +
<br />6'-0"
<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 />+ + + + + + + + ++
<br />++
<br />+ +
<br />+ + +
<br />+
<br />w
<br />cr
<br />� STD. 90"
<br />�
<br />CONT. #5
<br />MUGT15 TYP.
<br />L101I
<br />GIRDER TRUSS
<br />wlv 1. ffa
<br />BAR
<br />HOOK
<br />tiAK
<br />ZA I UP PLA I t
<br />15/32" COX PLYWOOD
<br />OR 1/16" 055 (FOR
<br />5HIN&LE) Iq/32" COX
<br />PLYWOOD OR 05B
<br />#5 CONT.
<br />FROM
<br />FOUNDATION
<br />C TO HIGHEST
<br />BOND BEAM
<br />5/8.0
<br />THRU
<br />BOLT
<br />rr
<br />(FOR TILE)
<br />BEAM STEP
<br />2 X 6 (MIN) B.U.0
<br />BOND
<br />106E LINE
<br />140 MIPH 3 SECOND 605T EXPOSURE 0I WIND ZONE 140 HI 3 SEGOND OUST EXPOSURE *Gs HIND ZONE SCALE: N.T.S. USP
<br />(FOR 5HIN6LE) (FOR 5HINOLE) MUGT15 TYP.
<br />+ + + + + 44"" O.C. 0 GABLE END HALL OR &ABLE TRU55 RSRS-0I NAILS ®6" O.G. NTERMEDIATE /-2nd FLOOR
<br />2 30" INCH NAIL LENGTH 2 3/8" INCH NAIL LENGTH
<br />PLAN FOR MORE INFO
<br />(FOR TILE) (FOR TILE)
<br />CONT. BASE PLATE
<br />`::..
<br />R5R5-OI NAILS 0 6" OG 4 4" OG a 6ABLE END R5R5-01 NAIL5 a 6" OG EDC-E5 I
<br />BEARING COLUMN
<br />TYPICAL USP MUGT15 TO
<br />HTA 20-18 / HTA 20
<br />WALL OR 6ABLE TRU55 R5R5-01 NAIL5 Oil 6" Or, INTERMEDIATE
<br />0.120 INCH NOMINAL SHANK DIAMETER (MIN) 0,120 INCH NOMINAL 5HANK DIAMETER (MIN)
<br />SEE PLAN FOR REQ'D PLYWOOD FLOOR
<br />SHEATHING PER PLAN
<br />BUILT-UP COLUMN DETAIL
<br />INSTALLATION @MID SPAN
<br />3 INCH NAIL LENGTH 3 INCH NAIL LENGTH
<br />COLUMN AND
<br />CONNECTION TJI TO BE CUT TO ALLOW
<br />FOR BLOCKING/TJI
<br />I) R5R5-OI IS A RING SHANK ROOF SHEATHING NAIL MEETING THE SPECIFICATIONS IN ASTM FI667
<br />2) SEE STRUCTURAL NOTES FOR 5HEATHIN6 SPECIFICATIONS AND WIND SPEED.
<br />NOTE:
<br />3) END JOINTS OF THE ROOF 5HEATHINO SHALL BE 5TA66ERED AND OGGUR OVER FRAMING MEMBER.
<br />MASONRY WALL OR
<br />LOCATION OF
<br />UPLIFT VALUE
<br />4) SCHEDULE ASSUMES SHEATHING 15 FASTENED DIRECTLY TO SOUTHERN YELLOH PINE OR DOUOLA5 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 />.....
<br />IS BASED ON
<br />LLG FOR ALTERNATE FOR NAILING PATTERN.
<br />OTHERWISE SOLID
<br />%�
<br />S.P.F.
<br />BLOCKING TO MATCH
<br />`
<br />y # OF 2nd FLOOR
<br />Solid block all posts from
<br />�``�'
<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 />UPLIFT(LEIS)
<br />LATERAL,
<br />_
<br />CONNECTOR
<br />GRAVITY(100%)
<br />UPLIFT(LBS)
<br />ILATERAII
<br />FASTENERS
<br />CONNECTOR
<br />I F2(LBS)
<br />FASTENERS
<br />I
<br />I F2(LBS)
<br />SYP SPF
<br />SYP I SPF
<br />SYP SPF
<br />SYP I SPF
<br />MASONRY/CONCRETE APPLICATIONS
<br />MASONRY/CONCRETE APPLICATIONS
<br />HTA16
<br />1870
<br />1608
<br />710 611
<br />9-10dx 11/2"
<br />HHETA16
<br />1 2120
<br />1 1781
<br />1 770
<br />30-10d x ll/2"
<br />HTA20
<br />1870
<br />1608
<br />710(611)
<br />9-10dx 11/2"
<br />HHETA20
<br />2120
<br />1 1781
<br />1 770
<br />10-10d x 11/2"
<br />9-10d x 11/2" & (4)1/4" x 13/4"
<br />RT16M
<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" 0 A.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. WJ
<br />26-30d & (1) 5/8" 0 A.B. W/ 8"
<br />HTT45
<br />-
<br />-
<br />3812*
<br />3625*
<br />-
<br />H1T5
<br />-
<br />-
<br />3812*
<br />3812*
<br />-
<br />8" EMBED.
<br />EMBED.
<br />16-10d & (5)1/4" x 3" DeWalt
<br />16-16d SINKERS & (7)1/4x 21/4"
<br />LUGT2
<br />-
<br />-
<br />1550
<br />1550
<br />475(400)
<br />LGT2
<br />-
<br />-
<br />2030
<br />1750
<br />170
<br />SCREW -BOLTS
<br />TITEN 2
<br />(12)1/4" x 21/2" WOOD SCREWS
<br />(12) SOS 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-TZ
<br />1205*
<br />1036*
<br />LTT19
<br />1330*
<br />1125*
<br />EMBED.
<br />6" EMBED.
<br />18-10d x 11/2" & (1) 5/8" 0 A.B.
<br />LTn31
<br />-
<br />-
<br />2805*
<br />2412*
<br />-
<br />NONE
<br />W/ 6" EMBED.
<br />22-10d & (1) 5/8" 0 A.B. W/ 12"
<br />22-10d & (1) 5/8" 0 A.B. W/ 12"
<br />MUGr15
<br />2556**
<br />2551
<br />IVGT
<br />2556**
<br />2556**
<br />EMBED.
<br />EMBED.
<br />(12) 1/4" x 3" WOOD SCREWS & (4)
<br />(18) SDS 1/4" x 3" & (2)1/2" x 5"
<br />RFUS
<br />7300
<br />6106
<br />(2) FGfR
<br />8885
<br />6395
<br />3/4" x 6" DeWalt SCREW -BOLTS
<br />TITEN HD EA. FGTR
<br />FRAME APPUCA71ONS
<br />FRAME APPLICATIONS
<br />RT7
<br />Sw
<br />495
<br />120 (120)
<br />5-8d x 11/2" & 5-8d
<br />H2.SA
<br />565
<br />1 535
<br />1 110
<br />1 10.8d x 11/2"
<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 />1285
<br />18-Sod x 11/2"
<br />RT16-2
<br />1060
<br />935
<br />410(330)
<br />16-8d
<br />H10A-2
<br />1080
<br />930
<br />1260(225)
<br />18-10d x 11/2"
<br />SPT22
<br />735
<br />632
<br />275(236)
<br />8-10d
<br />NONE
<br />SPT24
<br />1090
<br />937
<br />275236
<br />12-10d
<br />SPT4
<br />875
<br />753
<br />-
<br />6-10d x 11/2"
<br />SPTH4
<br />2195
<br />1 2898
<br />12-10d x 11/2"
<br />MUGT15+
<br />24-10d &(1) 5/8" 0 BOLT
<br />MGT+
<br />22-10d & (2) 5/8" 0 BOLT
<br />PHD4A
<br />3852***
<br />3313***
<br />_
<br />8 1/4" x 3" WOOD SCREWS
<br />HOU4 SDS2.5
<br />I
<br />3965***
<br />1
<br />3285***
<br />525
<br />(10) SDS 1/4" x 2 2/2"
<br />LUGT2
<br />2260
<br />1900
<br />505(425)
<br />32-10d
<br />NONE
<br />HTW20
<br />1530
<br />1285
<br />20-10d
<br />LSTA18
<br />1235
<br />1110
<br />14-10d
<br />LSTA18
<br />1235
<br />1115
<br />14-10d
<br />LSTA24
<br />1235
<br />1235
<br />16,10d
<br />LSTA24
<br />1235
<br />1235
<br />18-30d
<br />LSTA30
<br />16401
<br />1640
<br />22-10d
<br />LSTA30
<br />1640
<br />1540
<br />22-10d
<br />LSTA36
<br />1640
<br />I 1640
<br />22.10d
<br />LSTA36
<br />1640
<br />1640
<br />24-10d
<br />HUNG
<br />APPLICATIONS
<br />HUNG APPLICATIONS
<br />MSH29
<br />2865
<br />2200
<br />715
<br />570
<br />1
<br />10.30d&4-30d
<br />NONE
<br />HUS26
<br />2760
<br />2430
<br />2035
<br />1630
<br />1
<br />20'16d
<br />THD26-2
<br />2770
<br />2382
<br />2340
<br />2012
<br />18-16d & 12-10d
<br />THDH26-2
<br />4375
<br />3850
<br />2865
<br />2290
<br />-
<br />28.16d
<br />HD28
<br />1230
<br />3057
<br />760
<br />653
<br />8.16d & 4-10d x 11/2"
<br />HUS26 1 1562 1 1342 1 880 1 756 1 8-16d & 4-16d
<br />HUS28
<br />4170
<br />3670
<br />2950
<br />2380
<br />30-16d
<br />NONE
<br />THD28-2
<br />4310
<br />3706
<br />2595
<br />2231
<br />28-16d & 16- 10d
<br />HGUS28-2 1
<br />4973
<br />1 4276
<br />1 2695
<br />1 2316
<br />1
<br />24-16d & 30-16d
<br />HD210-2
<br />2155
<br />1895
<br />1170
<br />1030
<br />14-16d & 6.30d
<br />HU210-2
<br />2382
<br />1 2048
<br />1 1516
<br />1 1308 1
<br />16• 16d & 8-10d
<br />THDH210-2
<br />9020
<br />7965
<br />4445
<br />1 3555
<br />58-16d
<br />NONE
<br />KLEG3
<br />(2) 3/4" 0 A307 THRU BOLTS INTO
<br />(2) 3/4" 0 A307 THRU BOLTS INTO
<br />FLANGE TOP
<br />W/TOp
<br />11980
<br />-
<br />3845
<br />GIRDER & (4) 3/4" 0 A307 THRU
<br />13045
<br />-
<br />3845
<br />-
<br />GI RDER & (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 />16-16d & (18) 3/16" x 13/4"
<br />HU414
<br />3813
<br />2015
<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 BOLT REQUIRES MINIMUM 23/4" EDGE AND 20" END DISTANCE INTO TOP OF FULLY GROUTED
<br />CMU WALL & SET IN SIMPSON SET-XP EPDXY
<br />*** CONNECTION MOUNTED VERTICALLY
<br />() INDICATES VALUES FOR SPRUCE PINE FIR (SPF)
<br />NOTE:
<br />DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS.
<br />Backer and Filler Block Dimensions
<br />BCI®Joist
<br />Backer Block
<br />Thickness
<br />Filler Block Thickness
<br />Series
<br />3/4" or 7/el
<br />5000s 1.8/1.7
<br />wood panels
<br />Two 3/4" wood panels or 2 x _
<br />1-1/8" or two 1/2"
<br />6000s 1.8/1.7
<br />wood panels
<br />2 x _ + 5/8" or 3/4" wood panel
<br />1-1/8" or two 1/2"
<br />6500s 1.8/1.7
<br />wood panels
<br />2 x _ + 5/8" or 3/4" wood panel
<br />1-1/8" or two 1/2"
<br />602.0
<br />wood panels
<br />2 x _ + 5/8" or 3/4" wood panel
<br />902.0
<br />2 x _ lumber
<br />Double 2 x _ lumber
<br />(Not required if both loaded equally from above) N.T.S. UPLIFT -1IOU*
<br />AAf•
<br />•. .
<br />Filler blocking r 1/8" min. }Small gap 2"min `
<br />1/8" gap 4 max.
<br />r
<br />r �ti
<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 />4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2"min.
<br />4"
<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 Max.
<br />Web Stiffener Fastener Schedule
<br />Joist BearingLocation
<br />Series De th I End Intermediate
<br />0
<br />BCI5000s
<br />9-1/2"
<br />1 2-8d
<br />2-8d
<br />11-7/8"
<br />2-8d
<br />3-8d
<br />14"
<br />1 2-8d
<br />-
<br />BCI 6000se
<br />BCI6500s®
<br />9-1/2"
<br />J1-7/8"
<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 />BCI60se
<br />11-7/8"
<br />2-8d
<br />3-8d
<br />14"
<br />L 2-8d
<br />5-8d
<br />16"
<br />1 2-8d
<br />6-8d
<br />BCI 90se
<br />"
<br />-1 d
<br />3-16d
<br />14"
<br />5-1
<br />5-16d
<br />16"
<br />1 6-16d
<br />6-16d
<br />TYPICAL HUS INSTALLATION
<br />TYPICAL RT16A INSTALLATION
<br />4" MIN. EMBEDMENT
<br />SEE SCHEDULE FOR
<br />•
<br />SIZE AND QUANTITY
<br />• •� OF FASTENERS
<br />•s
<br />rii
<br />o
<br />OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". - Hangers with side nailing.
<br />- Hangers with sides not containing t. WEB STIFFENER
<br />DOUBLE JOIST CONNECTION top irdsmo th cuts.
<br />- Birdsmouth cuts. N.T.S. e
<br />G
<br />-Under 2nd floor column w/loads
<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" (10d) nails at 6" o.c. Required on interior walls: - for vertical load transfer Plumbing
<br />Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists
<br />bearing wall must stack meet over wall, or wall stacks directly over wall or TASLE 1 .1.1
<br />Load
<br />" over beefing
<br />blocks and beam below Load bearing wall must stack over _ _; tJNDERLAYMENIT TABLE
<br />Non -stacking walls wall or beam below." blocking and wall or beam below." -
<br />require additional '
<br />Joist
<br />consideration. Check
<br />local building When joists meet over wall, provide
<br />code for appropriate C1/16 1 3/4" minimum bearing for each. I -Joist can be offset
<br />to
<br />details in One 10d box vertical
<br />al avoid
<br />l
<br />vertical plumbing
<br />areas=20 of high or-20 sinker lateral load. nail each side 3" max
<br />at bearing. JOISTS OFFSET
<br />N.T.S.
<br />Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist
<br />blocking panel *Non -stacking walls
<br />Squash block 10d nails SECTION @TNT. 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 (see table below) KNKT EXEMPTS) D Install tight to top flange.
<br />(OCOU
<br />(see table below)
<br />DO NOT cut, notch Joist hanger
<br />or drill flanges
<br />A %" ROUND HOLE MAY DO NOT CUT HOLES
<br />6 BE CUT ANYWHERE IN 6 6 Filler block.
<br />CANTILEVER LARGER THAN 1yz" Nail with
<br />THE WEB. PROVIDE AT ROUND IN 10-10d nails.
<br />LEAST 3" OF CLEARANCE CANTILEVERS.
<br />Backer block required where top
<br />FROM OTHER HOLES mount hanger load exceeds 250 lbs.
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS RE
<br />QUIRED HOLED GREATER THAN 1y2" Install tight to top flange.
<br />-�} r }Y 1-11 2-4 2' 3.2E
<br />. ..,.... ei+�xWn venxdi?aS 1 tt kwe A II w� P'�l fl -7**
<br />A 16 dal .. 12 1'- * T-11" 1, Z' 1' 2" 1'-'3' 1'�9►" -4" 2'-11 "` 3, 7 '-2 ` " 3� . 1 /4"-2" 9aP
<br />Ertl 1 4-tJ'° 5 -4 °
<br />Span tE} ......... ......... 16 1A 1A,1„ 1�2.° 1�2,. V-T'2 5'° 3-2"" 3-10" 4" " 5 �* G`4• 7' 2'"
<br />2O V-0" V-1„ 1' 2„ 1'-2" 2-0" 3-9' 7'-11" 8'-1i•'
<br />24 1 1,-0," 1,_1," 1' 2" 1'-3" 2'-6° 1 3-7°` 4-9' 5-19" 7' 2" 9-4" 9•6" ICI'
<br />Backer Block
<br />"Top Mount" "Face Mount"
<br />Roof Slope 2:12 and
<br />Roof
<br />Roof Covert
<br />1 L4 lorlaymom
<br />Roof Slope i and
<br />Ufttertayn*nt
<br />c?f
<br />Less Than412 Undlodaymont
<br />Anwhirilon1"
<br />Greater
<br />Altscl trW
<br />tJrF4berialylsa�ertt
<br />ASTNI D226 Type I or It
<br />j
<br />ASTM D226 Type It
<br />ASTM D4869 Type It, til or Ind
<br />i 1
<br />ATM 04869 Type IV
<br />2
<br />Asphalt shingles R90.2 ; ASTM D6757
<br />I
<br />ASTM D6757
<br />ASTMD1970
<br />3
<br />ii19i0
<br />_._...- ..................__...
<br />Concrete and Clay The
<br />m . ..,
<br />. _..__........................ m n.,
<br />...._...............�.................._.
<br />1 See Section R905.3, 3
<br />R905 3
<br />_ -. ... ._.w........
<br />_-
<br />1 ASTM D226 Type I or It
<br />.-._ - .........
<br />ASTM D2.26 Type 11
<br />_-----...._..-_...........
<br />Motal root shingles ASTM D4869 Type 1i, I1I or IV
<br />1 1
<br />ASTId Li4869.Type rV
<br />2
<br />RW5.4 I ASTM D6757
<br />_ ASTM f11970
<br />3
<br />ASTM D1970
<br />3
<br />ASTM D226 Tye I or It
<br />I
<br />__.
<br />Mirwal-surfaced role ': ASTM D4869 type 11, 111 or IV
<br />i 1
<br />ASTM D226 Type It
<br />2
<br />naafi I ASTM D6757
<br />ASTM D4869 T lv
<br />Type
<br />ASTM D1970
<br />3
<br />ASTM D1970
<br />3_._
<br />_..............rt.........__............. ............... _... ............_..........._......
<br />ASTM D226 Type I or 11
<br />.........._.
<br />Slate and slate -typo j ASTM D4869 Type tl 111 or IV
<br />Z
<br />ASTM D226 Type it
<br />2
<br />shingles I ASTM; D6757
<br />ASTM 04869 Type IV
<br />R8Si5.6
<br />3
<br />ASTM D1970
<br />3
<br />ASTM D1970
<br />Wood shingles ASTM D226 Type I or 11
<br />ASTM D226 Type it
<br />RN5.7 ASTM D4869 Type II, III or IV
<br />1
<br />ASTM D4669 Type IV
<br />2
<br />Wood shakes -
<br />I LinVed to roof
<br />Islopes 4; 12 and
<br />ASTM D226 Type It
<br />2
<br />R9t15.8 i
<br />LYreater
<br />ASTM D4869 Type IV
<br />ASTM D226 Type I or It
<br />ASTM D226 Type it
<br />Mew roof paltefs 1 TNt D4869 Type if, III or tV
<br />1
<br />ASTM D4869 Type FV
<br />2
<br />R905.10 A STIvt D6757 �}
<br />ASTM DI
<br />ASTM D1970 !
<br />3
<br />ASTM D19T0
<br />3
<br />? ASTM D226 Type I or it
<br />ASTM D226 Type it
<br />fxllotavotiatic Thing s ASTM D4869 Type 11, ill or IV
<br />1
<br />ASTM D4 Type IV
<br />2
<br />1190517 ASTM D6757 I
<br />ASTM D6757
<br />ASTM D1970 t
<br />3
<br />ASTM D1970
<br />3
<br />NOTES: Backer block shall be tight Backer block shall be fight *Until eynrerrl AttftKnwt
<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 Roof ftpe4 fwm twa onAs toeftei In 12 tiI ft£ Rzontaf (37-parcaht skpe1, ana Liam toot UtA% "decal In 12 unit• hori rSal (33-perveot slope). AppfE
<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 13-Wcia;4153 mmr strip 4f vNufartalm'"I Tilt W" 10 1014 star& at OW GGvaa. fasts 118 tMid in pia. Starmg at the Gave, apply -
<br />3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. imhwide 014 mm.) $beats of vftovdsyment. 0VW1WVn2 saseasSWO $hints fp Inch" (483 mm), ails# WM Shag be 8 Rhea and obit be sets. by 6 rent_ The
<br />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS eb stiffner as vndofayment sW be afhrched to a nay deck with C°nnsion' ant bastoom *0 one' ca' 'et In theftid
<br />of the atraa3 wilb a mexlraxwn fsstaner
<br />THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web stiffeners are not required when top required if hanger a fl Inch" a ro "°"') o.r aaaa8 area ww of the and side ts� tcaps s d s hove a trick essmm) o e Etnderteyrstanf staz� 1Aa aft metased , mp r-dm L:r
<br />�1 g p(A*tk smp ss T t¢ rpmersGt cc4 dlGmGfoa o" n>,rt � then T inel£. MOWcaps BiaaN PsevG o tR�kraasss of r30t Ie44 dYan 32-gs) sh6Gt szn�l. Power-aklti+er.
<br />A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. flange is laterally supported by joist hanger. doesn't meet "Teter c,60%shell heve a milli wm IBwknea$ of n o1(1 omb rnlan thatarrrws of the scam odgootplastic ce8v, shall be 0 03511 Trio cop na8shank snag
<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 be not Tars UlAn D 083 vKh for rft tbank rep noft and 0.0011 krch for saroofh shw* cars naut Cap nail stw* shy have a lend serRS ww to penetrate
<br />MEMBER CONDITIONS. requirements enggh TtrG roof smathi" 01 not brssI"A it. sxh into the mot S oamity.
<br />6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF ..1 Roof 03pas of four units ver*ol In 1.2 units 11000Ha1(334Ntreent raDpei or Waster. Uncladaymant Shirr be applied slhI faanktn, p•raaGl to and startlino
<br />THE LARGEST HOLE. ,
<br />6 X Joist from the ease and tapped 4 inches (St mm), and baps %has be 6 lmhos and sham be affsef by 6 fast. The underbynient sfuat be atiethed to a rRaBaoie duk
<br />7. 1y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. D depth ; two stalgiered row8 if, ire fto of the shots with a mmdrnum festam spaetI of 12 kpctwo cm5 rrHT;y o.c.,. am one rove at ttra end "ace testerdfd
<br />8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %2" KNOCKOUT HOLES TURNED WITHER • • • 6 M41I (I SZ rpm,) O G uoldtsfay""I she# be Gtfachad voting aroa" Of pialtic Cap daft wan a navninal cap diameter of not Ins than t inch. Sd" zaps ohm
<br />have a thiskA&Sa of riot teas than 32-900 shier "at PO*W-Thiess Mattel ems shell Bravo a rrababMM "lick"" of 0,010 aheb, Mints arfs tl** tsa of ft
<br />UP OR DOWN. wta+da ad" of plI carte shiM be fl tk3S Inch The cap nazi stailinls shall W not Lass tlttrt 0.W3 Inch fN>f
<br />9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS cap tT GrKt c. 1 inch forsBrasik cap a k:Gp rrGt SBLGnA sfpat have a te�iff+ att'AtelsraT to partafxate lftrtattr,�ts TOLE as not faze Own
<br />an r!, InsBs irda ttsa rrvf StxtlhI
<br />PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE w. Roof slag Arom II wvb verticalt 12 v he4tzanLat tf 7-pttcttht ) mad greatet. T"he ent" fftf deck shag be &ovared wisp an *waved Bali
<br />POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. I -JOISTS BUCKETS 1 n oMW" tom" ASTM 019?0 *n ce " the Undedayrnent Tram"curers Ana root
<br />covering aTWWfastpprer'a fttatlatlan a:sarrgti"S for the data , roof v>aetiesfkBrz £ANT aw ctirnate sxpaauufe fW tine Easy, to to .
<br />HOLE CUTTING CHART N.T.S. Ex�� f8 m"hvllTam" 44ncn- a f102 min) $trrip te a- WyRWt _ 1 ASTM 01970. IrMeW In
<br />N.T.S. wto dw-e *im the anu%et.f eii# nctiam lk: f reef a k m deria8 sflat b oves all f ': in MIS mof det:Ma q An uza ttoya t As
<br />st as be applied pear Ma w4ft, raaaf aver line 44nch49kia (102 mm) mwnt swe Strips.
<br />DAN SCO
<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.danscoengineedng.com
<br />CA 25948
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<br />TO THE BEST OF THE ENGINEER'S
<br />KNOWLEDGE AND BELIEF, THE STRUCTURAL
<br />PUNS AND SPECIFICATIONS COMPLY WITH
<br />6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />140 MPH (Vast = IO MPH), 3 SEC. GUST,
<br />EXPOSURE "C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT = 30.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE R LS SIGNED AND SEALED,
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY.
<br />GM 19 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />02019 -THESE DRAWINGS AND DESIGNS ARE THE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
<br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE DESCRIPTION
<br />UPDATED CONNECTION
<br />06.08.18 1.01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />01.09.19 1.02 ROOF UNDERLAYMENT REV.
<br />02 11 19 1 03 UPDATED CONNECTION
<br />CROSS-REFERENCE TABLE
<br />VER 1d1J.fJ0. T'.0 Y 0-Q ' '1,19
<br />. 5
<br />C= ;
<br />n
<br />Cz
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<br />C-
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<br />U z 3
<br />QN =� t j�
<br />UJ w� _10 DO
<br />LU � * LU*
<br />Z Q u.i = Lli w
<br />53
<br />W ❑ ❑
<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 390441
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />SNI
<br />
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