|
IFILL CELL--\ r STD. 900 HOOK F BOND BEAM
<br />RAFTER 5FAN TA5LE
<br />MEMBER SIZE AND SPACING"'
<br />MAXIMLIM LENGTH
<br />MEMBER CONNECTIONS-
<br />2' X 4' 0 116' O.C.
<br />11-51
<br />(2) I(od TOENAILS
<br />2' X W * 16' O.C.
<br />101-81
<br />(2) 16d TOENAILS
<br />21 X a, * 16 1 O.C.
<br />131-s'
<br />(3) 16d TOENAILS
<br />2' X 10' 0 16' O.C.
<br />161-51
<br />(1) USF HTWO OR (3) I(od TOENAILS
<br />2' X 12' 16' O.C.
<br />ISI-31
<br />(1) IJSF WTU120 OR (4) 1(od TOENAILS
<br />2' X 4' 24' O.C.
<br />(01-11
<br />(2) Irbel TOENAILS
<br />2' X W 24' O.C.
<br />81.61
<br />(2) 1(od TOENAILS
<br />2' X 8' 24' O.C.
<br />111-01
<br />(2) I(od TOENAILS
<br />2' X 10' 24' O.C.
<br />131-01
<br />(3) I(od TOENAILS
<br />2' X 12' 24' O.C.
<br />15'-4'
<br />(1) USP WTU120 OR (3) 11(od TOENAILS
<br />TOENAIL CONNECTIONS DESIGNED FOR 8,HEAR ONLY (Ie. RAFTER TO RIDGEBEAM).
<br />SOIJTHERN YELLOLU FINE, 55 FSF LOADING
<br />'L`2 x 4 MEMBER TO BE SY" 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 />ZONE I
<br />ZONE2
<br />ZONE 3
<br />ZONE4
<br />ZONE 5
<br />10
<br />17.1
<br />-26.6
<br />171
<br />-46.2
<br />17.1
<br />-68.6
<br />29.7
<br />-308
<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 />2&6
<br />-28.0
<br />26.6
<br />-32.2
<br />100
<br />14.0
<br />-23.8 1
<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 />1 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 w Ind speeds betw een those given above the load may be interpolated, otherw tse use the load associated w fth the low er ef f ecWe 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. Rus and rninus signs signify pressures acting toward and away fromthe building surfaces
<br />14. Table values have been multiplied by 0.6 to convert corTponent and cladding pressures to ASID.
<br />LU
<br />ROOF DIAPHRA6M NAILIN6 5GHEDULE 1 .41
<br />.... .. USP
<br />+ +
<br />+
<br />+
<br />. . . . . . . . .
<br />. . . . . . . . . . . . . .
<br />+ +
<br />+ +
<br />. . . . . . . . .. I ..
<br />. . . . . . . . . . . . . .
<br />+
<br />+
<br />+ + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+
<br />+
<br />+
<br />(Typ.)
<br />+ +
<br />+
<br />+ + +
<br />X, ++
<br />+
<br />+ +
<br />+
<br />+ +
<br />+ +
<br />+
<br />+
<br />-++-:r-,
<br />+
<br />+ +
<br />+ +
<br />+ +
<br />+
<br />+
<br />+ + +
<br />+ + +
<br />+ +
<br />+ +
<br />4-
<br />+
<br />+
<br />......
<br />+ +
<br />+ +
<br />+ +
<br />+.+ + + + /+4 +
<br />...
<br />.... .....
<br />\
<br />I. +
<br />+4
<br />+
<br />........
<br />.......
<br />.....
<br />+ +
<br />+ ,
<br />4, +/ . . .
<br />+ +\+
<br />+ + . 4, - -
<br />1- +
<br />LU
<br />MU
<br />GIRDER TRUSS
<br />cr
<br />�<:;. STD. 90*
<br />E:7�-
<br />CONT. #5
<br />RZ44-1-
<br />WN 1. 93
<br />BAR
<br />HOOK
<br />BAR
<br />ZA IVVVLAIL
<br />F
<br />-15/32" GDX PLYP4000
<br />OR -1/16" 055 (FOR
<br />5HIN6LE) M132" GDX
<br />PLYHOOP OR 05B
<br />#5 CONT.
<br />FROM
<br />FOUNDATION
<br />TO HIGHEST
<br />BOND BEAM
<br />5/8"o
<br />THRU
<br />BOLT
<br />.. M
<br />..
<br />.........
<br />.... ........
<br />7
<br />(FOR TILE)
<br />P
<br />Pr-:ARA (ZTIl=D -
<br />2 X 6 (MIN) B.U.0
<br />Pr1likin
<br />-RIDGE LINE
<br />140 MPH 3 SEGONO 6U5T EXP0-9M 006 V41NO ZONE 140 10111:14 3 5EGONP 6U5T EXPOSM 000 HIND ZONE SCALE: N.T.S. USP-/
<br />(FOR 5HINOLE) (FOR 5HIN6LE) MUGT15TYP.
<br />R5R5-01 NAIL5 @ b" O.C. 4 R5R-S-01 NAIL5 0 6'O.G. EDGES 4
<br />4" O.G. 0 &ABLE END KALL OR GABLE TRU55 R5RS-01 NAIL5 @ WO.G. INTERMEDIA 2nd FLOOR
<br />0.113 INGH NOMINAL5HANK DIAMETER 0 113 INGH NOMINAL 5HANK DIAMETER INTERIOR[EXT WALL SEE
<br />2 515" INGH NAdL LENGTH 2 31e)" INGH NAIL LENGTH
<br />PLAN FOR MORE INFO
<br />(FOR TILE) (FOR TILE)
<br />CONT. BASE PLATE
<br />R5RS-01 NAIL5 @ 6' OG t 4� OG 0 GABLE END R5R5-01 NAIL5 @ 6" OG EDGE5 4
<br />BEARING COLUMN
<br />TYPICAL USP MUGT15 TO
<br />HTA 20-18 HTA 20
<br />KALL OR GABLE TRL65 R5R5-01 NAIL5 @ b" OC, INTERMEDIATE
<br />0.120 INGH NOMINAL 5HANK DIAMETER (MIN) 0.120 INGH 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 INGH NAIL LENGTH 3 INCGH NAIL LENGTH
<br />COLUMN AND
<br />CONNECTION TJI TO BE CUT TO ALLOW
<br />NOTE:
<br />1) R5R5-01 15 A RING, 5HANK ROOF 5HEATHINO NAIL MEETING THE 5PEGIFIGATION5 IN A5TM Flbb-7
<br />FOR BLOCKINGfTJI
<br />2) 5EE 5TRUGTURAL NOTE5 FOR 5HEATHINC7 5PEGIFIGATION15 AND V41ND 5PEED.
<br />OSolid
<br />NOTE:
<br />5) ENO JOINT5 OF THE ROOF 5HEATHINO 5HALL BE 5TAGOERED AND OGGUR OVER FRAMING MEMBER.
<br />MASONRY WALL OR
<br />LOCATION OF UPLIFT VALUE
<br />4) Sr-HEPULE A55UMES 5HEATHING 15 FA5TFNEO DIREGTLY TO 5OUTHERN YELLON PINE OR DOUOLA5 FIR OR BETTER.
<br />N% INTERIOR BRG. WALL
<br />SECOND RT16A IS BASED ON
<br />IF ROOF FRAMINO GON515TS OF A LE55ER ORADE OF LUMBER, GONTRAGTOR MU5T GONTAGT DAN5CO ENOINEERING,
<br />TJI PER PLAN
<br />i��-OTHERWISE
<br />LLG FOP, ALTERNATE FOR NAILIN& PATTERN.
<br />SOLID
<br />S.P.F.
<br />BLOCKING TO MATCH
<br /># OF 2nd FLOOR
<br />block all posts from
<br />STUDS
<br />above to bearing below.
<br />USP RT16A USING
<br />SECTION @ INT. BRIG. WALL
<br />17-8d x1 1/2" NAILS
<br />DOUBLE JOIST CONSTRUCTION
<br />HnI 11=7
<br />CONNECTION CROSS-REFERENCE
<br />USP STRUCTURAL CONNECTORS
<br />SIMPSON STRONG -TIE
<br />CONNECPDR�R""("A)
<br />1 UPUFT(LBS)
<br />d
<br />LATERAL,
<br />FASTENERS
<br />I
<br />CONNECTOR
<br />GRAVITY 11W%)
<br />PUFT(LBS)
<br />�ISUP
<br />I LATERAL,
<br />FASTENERS
<br />I
<br />SYP SPF
<br />I SYP I SPF
<br />F21LBS)
<br />SYP SPF
<br />I SPF
<br />I FZ(LBS)
<br />MASON RY/CONCRIETE APPLICATIONS
<br />MASONRY/CCINCRETE APPLICATIONS
<br />HTA16
<br />1870
<br />18
<br />1608
<br />710(611)
<br />9-10d x 11/2"
<br />-
<br />1 2120
<br />1 1 781
<br />1 770
<br />1 10- 10d x 11/2"
<br />HTA20
<br />1870
<br />1608
<br />710(611)
<br />_
<br />9-10d x 11/2"
<br />HHETA20
<br />2120
<br />1 1782
<br />1 770
<br />1 10- 10d x 11/2"
<br />9- 10d x 11/2" & (4) 1/4" x 13/4"
<br />RT16M
<br />139S
<br />1395
<br />11S
<br />NONE
<br />TAPCON
<br />18- 10d & (1) 5/8" 0 A. B. W/
<br />18- 10d x 11/2" & (1) 5/8" a A. B.
<br />HTr16
<br />3610*
<br />3105*
<br />t 8" EMBED.
<br />HTT4
<br />3610'
<br />3105'
<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 />HT1745
<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) 1/4. 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 2 1/2" WOOD SCREWS
<br />(12) SOS 1/4" x 2 1/2" & (4) 3/8" x
<br />LUGT3
<br />3525
<br />3240
<br />& (4) 3/8" x 5" DeWalt SCREW-
<br />LGT3-SDS2.5
<br />3285
<br />2365
<br />385
<br />5" TITEN HO
<br />BOLTS
<br />i
<br />8- 10d & (1) 3/4" 0 A.B. W/ 6"
<br />B-10d x 11/2" & (1) 3/4" 111 A� B. W/
<br />LTS19-Tz
<br />1205*
<br />1036*
<br />I
<br />EMBED.
<br />LTT19
<br />1310*
<br />11251
<br />-
<br />6" EMBED.
<br />18-10d x 11/2" & (1) 5/8" o A.B.
<br />LTT131
<br />2805*
<br />2412*
<br />NONE
<br />W1 6- EMBED.
<br />22- 10d & (1) 5/8" 0 A.B. W/ 12"
<br />22-10d & (1) 5/8" 111 A-B. W/ 12"
<br />MWT15
<br />2556**
<br />2556**
<br />MIST
<br />2556**
<br />2556..
<br />EMBED.
<br />EMBED.
<br />(12) 1/4" x 3" WOOD SCREWS & (4)
<br />RFUS
<br />7200
<br />6106
<br />(2) FGTR
<br />8885
<br />6395
<br />3/4" x 6" DeWalt SCREW -BOLTS
<br />FRAME APPLICATIONS
<br />FRAME APPLICATIONS
<br />RT7
<br />560
<br />1 495
<br />UO (120)
<br />5-8d x 11/2" & 5-8d
<br />H15A
<br />565
<br />� �35
<br />110
<br />10-8d x 11/2"
<br />RTIGA
<br />1020
<br />895
<br />490(345)
<br />9-10d x 11/2" & 8- 10d
<br />H10A
<br />1340
<br />RT16- 2
<br />1060
<br />935
<br />410(330)
<br />16-8d
<br />HlOA-2
<br />1080
<br />SPT22
<br />735
<br />632
<br />275(236)
<br />8- 10d
<br />NONE
<br />SPT24
<br />1090
<br />937
<br />275(236)
<br />12-10d
<br />SPT4
<br />875
<br />753
<br />-
<br />_
<br />6-10d x 11/2"
<br />SPTH4
<br />2195
<br />1998
<br />-
<br />12-20d 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 />3852***
<br />3313-
<br />(8) 1/4"x 3" WOOD SCREWS
<br />HDU4-SDS2.51
<br />1
<br />1 3965-** 1
<br />3285
<br />S2S
<br />(10) SDS 1/4" x 2 1/2"
<br />UuGT2
<br />2260
<br />1900
<br />505(425)
<br />32-10d
<br />NONE
<br />HTW20
<br />1530
<br />1285
<br />20-10d
<br />LSTA28
<br />1235
<br />1110
<br />14-10d
<br />LSTA18
<br />1215]
<br />111S
<br />14- 10d
<br />LSTA24
<br />123S
<br />1235
<br />16-10d
<br />LSTA24
<br />1235
<br />1 1235
<br />18- lod
<br />LSTA30
<br />1640
<br />1640
<br />22-10d
<br />LSTA30
<br />1640
<br />1 1640
<br />22-10d
<br />LSTA36
<br />1640
<br />1640
<br />22- 10d
<br />LSTA36
<br />1640
<br />1 1640
<br />24-10d
<br />HUNG APPLICATIONS
<br />HUNG APPLICATIONS
<br />MSH29
<br />2865
<br />2200
<br />715
<br />-
<br />I 10-10d & 4- 10d
<br />NONE
<br />HUS.26
<br />2760
<br />2430
<br />2035
<br />�70
<br />1630
<br />20-16d
<br />THD26-2
<br />2770
<br />2-2182
<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 1 880 1 756 1 8-16d & 4-16d
<br />HUS28
<br />41703670
<br />2950
<br />2380
<br />30-16d
<br />NONE
<br />THD28-2
<br />4310
<br />3706
<br />259S
<br />2231
<br />28-16d & 16-10d
<br />HGUS28-2
<br />-
<br />1 4973
<br />1 4276
<br />1 2695 1
<br />2316
<br />1
<br />24-16d & 10- 16d
<br />HD210-2
<br />2155
<br />1895
<br />1170
<br />1030
<br />i4-16d & 6-10d
<br />HU210-2
<br />2382
<br />1 2M
<br />1516
<br />THDH210-2
<br />9020
<br />7965
<br />4445
<br />3555
<br />58-16d
<br />NONE
<br />KLEG3
<br />(2) 3/4" 111 A307 THRU BOLTS INTO
<br />(2) 3/4" 0 A30 THRU BOLTS INTO
<br />W/Top
<br />11W
<br />-
<br />384S
<br />-
<br />GIRDER & (4) 3/4" 0 A307 THRU
<br />LEG3 W/ TOP
<br />13045
<br />3945
<br />GIRDER & (4) 3/4" 111 A307 THRU
<br />FLANGE
<br />BOLTS I NTO MASON RY
<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 />POwERSTAPPER+
<br />CAPACITY FOR CONCRETE APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 8" EDGE DISTANCE ON CONCRETE & SET IN SIMPSON SET-XP EPDXY
<br />CAPACITY FOR MASONRY APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 2 3/4" EDGE AND 20" END DISTANCE INTO TOP OF FULLY GROLfrED
<br />CIVIU 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 />1-1 /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)
<br />Filler blocking
<br />N.T.S.
<br />I I Duff
<br />1/8" min. 2"m IT.
<br />Sirnallgap .
<br />1/8"gap 4 max.
<br />NIt
<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. 2x4/Plywood/OSB web stiffener min.
<br />4) Place joists together and nail from each side with 2 rows of 10d nails
<br />2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at12"o.c clinched when nossible Stanner rows from oppsite required when indicated or 4 max.
<br />Web Stiffener Fastener Schedule
<br />Joist B ring bon
<br />Series I Depth I End Intermediate
<br />0
<br />BCI 5000S
<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 />BCI 60OOsO
<br />BCI 6500ss
<br />9-1/2"
<br />Ti --7/8-
<br />2-8d
<br />-2-8d
<br />2-8d
<br />3-8d
<br />-T4,"-
<br />2-8d
<br />5-8d
<br />1 16"
<br />2-8d
<br />6-8cl
<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 />BC1 90s(&
<br />11-7/8"
<br />3-16d
<br />3-16d
<br />14'
<br />5-16d
<br />5-16d
<br />16"
<br />6-16d
<br />6-16d
<br />TYPICAL HUS INSTALLATION
<br />TYPICAL RT16A INSTALLATION
<br />4 4"MIN. EMBEDMENT
<br />SEE SCHEDULE FOR
<br />SIZE AND QUANTITY
<br />OF FASTENERS
<br />0
<br />0
<br />.1 - Hangers with side nailing.
<br />OF THE JOIST ASA REQUIRED LEAVING Y8"GAP @ TOP sides by 6". - Hangers with sides not containing
<br />top flange of joist. WEB STIFFENER
<br />DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
<br />N.T.S. - Under 2nd floor column w/ loads
<br />higher than 15001b.
<br />BLOCKING PANEL, INTERIOR TYPICAL HTA 20-18 HTA 20
<br />SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 pif 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 />Vertical load transfer =1 900 pif 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 RN5.11.1
<br />Load bearing wall must stack beam below Load bearing wall must stack over ------ UNDERLAYMENT TABLE
<br />*Non-stacldng walls over squash=20 blocks and Ingan wallor earn eow.* ------
<br />wall or beam below * 4
<br />require additional Joist
<br />consideration. Check When joists meet over wall, provide
<br />local building 11 /16" 13/4" minimum bearing for each. I -Joist can be offset
<br />code for appropriate up to 3" to avoid
<br />details in One 1 Od box vertical plumbing
<br />areas=20 of high or--20 sinker t
<br />lateral load. nail each side 3" max
<br />at bearing. JOISTS OFFSET_
<br />N.T.S.
<br />Provide adequate bearing
<br />for each lapped joist. Use 1 Odx3" nails at 6"o.c. for all joist
<br />blocking panel *Non -stacking walls
<br />Squash block Od nails require additional consideration.
<br />(2x4 minimum) SECTION @ INT. BRIG. WALL
<br />Bearing wall, Versa -Lam LVL or N.T.S.
<br />Glulam Beam 0
<br />NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.)
<br />KNOCKOUTS) ALLOWED
<br />IN BEARING ZONES D DIMENSION OF LARGEST HOLE Nail with 10- 1 Od nails.
<br />(see table below) NOCKOUT EXEMPTS) D Install tight to top flange.
<br />(see table below)
<br />DO NOT cut, notch 29 K Joist hanger
<br />or drill flanges
<br />0-LD
<br />A IY2" ROUND HOLE MAY 6 \-DO NOT CUT HOLES
<br />6 Filler block.
<br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN Nail with
<br />THE WEB. PROVIDE AT -,01 -e-ROUND IN 10-10d nails.
<br />LEAST 3"OF CLEARANCE CANTILEVERS. Backer block required where top
<br />FROM OTHER HOLES mount hanger load exceeds 250 lbs.
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2- Install fight to top flange.
<br />a 114y* V-1.1 11-2* V-7* T-3' T-3` T-7' 2-4' 3-2' 3 -7' 1/4"-2"gap-
<br />Any I joist 12 T-U' T-T* I'-Z* 1*-2'* 11�-3* T-9' 2-C 3!-7' 4*-Z' 4-9* 64'
<br />..........
<br />Span (1t) 16 V-9* T-11" T-2* V-27 V-7' 2-6' 6-7- 6-4" , r�27'
<br />20 T-a* T-7 1'-2'* Z-O" 3-U* #--a' 4-10" 6-1111"16-1111"17'-11111" fr-1111
<br />.24 1 I'A" T-2', V-21" 4'-g' 6-10" 7-Z' 1 8!-4' 1 9-6' 1 10'-g' Backer Block
<br />"Top Mounr "Face Mount"
<br />Roof Slo" 2:12 and
<br />UndIlifirlaymeW
<br />Ro*f Slop* 412 and
<br />Underfaymew
<br />Ra*1 Cov*dn9 Section
<br />L*ss'Than 4:12 Undodayrriglm
<br />Aftchmonto
<br />Greaw
<br />Attachments
<br />UrAorlaymor"
<br />ASTM D226 Type
<br />ASTM D226 Type 11
<br />ASTM D4869 Type It III or IV
<br />I
<br />ASTM D4869 Type IV
<br />2
<br />Asphalt shingles R905.2 ASTM D6757
<br />ASTIv! D6757
<br />.
<br />ASTM D1970
<br />.............
<br />3
<br />------ - - . ...... .....
<br />ASTM 01970
<br />.......... . ......... ................
<br />3
<br />.. . ............... - ........... .................................. . ..... ..... ....... . .. I . ....... ...... ....... ...
<br />- - --- ------ - ---- - -------- ....... . ..
<br />. ........................................................ .
<br />Concrete and Clay TII*
<br />See Section R905.3r 3
<br />RW5.3
<br />.............................. ........................................
<br /> .. ... . . ..... .. ............. .............. ....... ....
<br />I ASTM D226 Type I or It
<br />.................. . ..... . ..
<br />........... ------ . . ..................
<br />........ .... .................................
<br />Metal roof shingles 1! ASTM D4869 Type 11, 111 or IV
<br />1
<br />ASTM D226 Type 11
<br />2
<br />RW6.4 ASTM D6757
<br />ASTM D4ftq Type IV
<br />ASTM D1970
<br />3
<br />ASTM D1970
<br />3
<br />ASTM D226 Type I or It
<br />Wngfrat-surfw.od roll i ASTM D4869 Type It, III or IV
<br />ASTM D226 Type 11
<br />2
<br />roofing ASTM D6757
<br />ASTM D4869 Type IV
<br />R905.5 .................. I— . ...... ...., .......... ....... ...... . ...........
<br />............................... ... . ......
<br />.............. .. . ................
<br />....................................
<br />ASTM D 1970
<br />3
<br />ASTM D1970
<br />3
<br />............ ............ .......... . ...... . ............................................................ . ....... ..... ... . .
<br />. . ... . ........... . .............
<br />................... . ..... .............................
<br />------
<br />ASTIA D226 Type I or It
<br />State and slaft-type ASTIVI D4869 Type 11, [if or I[V
<br />1
<br />ASTM D226 Type 11
<br />2
<br />shintogis ASTM D6757
<br />ASTM D4869 Type IV
<br />3
<br />ASTM W970
<br />3
<br />ASTM 01970
<br />Wood shlinglos ASTM D2,26 Type I of 11
<br />ASTM D226 Type 11
<br />RW5.7 ASTM D4869 Type 11, 111 or IV
<br />I
<br />ASTM D48% Type FV
<br />2
<br />Wood shak*s
<br />Unnited to toof
<br />ASTM D226 Type 11
<br />R906.8
<br />Mopes 41 12 and
<br />ASTM D4869 Type IV
<br />2
<br />. ..........
<br />Greater
<br />ASTIVI D226 Type I at 11
<br />ASTM D226 Type 11
<br />Metal roof panels 1 ASTM D4869 Type It, III or IV
<br />I
<br />ASTM D4869 Type IV
<br />2
<br />R905.10 ASTM D6757
<br />ASTM D6757
<br />ASTM D1970
<br />3
<br />ASTM D1970
<br />3
<br />AST M D226 Type I or It
<br />ASTM D226 Type It
<br />Photovoltaic Shingles ASTM D4869 Type 11, 111 or IV
<br />1
<br />ASTM D4869 Type IV
<br />2
<br />R905.17 ASTM D6757
<br />ASTM 06757
<br />ASTM D1970
<br />3
<br />ASTM 01970
<br />3
<br />NOTES: Backer block shall be tight Backer block shall be fight 'Ur4oasymentAtiachment
<br />1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with I Roof siopes ftoor two t�nos verucal m 12 u"s h*rawta; 0 7-pwcau mape), and mse than four umh vertical Wt 12 urAs horizontal 433iwreft sbopo)� 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 !,�-WKh 483 MM) WV of Uftftftyn*M left WOW 10 ar4 stat" W 1he caves, f6stectecl Wfficiefft I* now in place starriv at che ow", apply -V-
<br />3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. *hwldo (SI 4 mm) sheets 0 tw-deelayrr"t ovedapmQ swmessive sheetif ?S ir4hes (483 mm). ww ispil sho be 6 fttws and ohm be ow by 6 foal; The
<br />undedayment sho be aftched to a ne4able dftk wg:h l4ster4m *,ft am ma centered in ft fidd of the ~ with a tMv*r0jM faamw
<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 swing of I: Inch" M5 tnm) o.c - am me to* at the encl and skle k" fastened 6 Inches (11 52 rw� o�c, Unaertoyrvoll sho be ouacbw using mew or
<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 pwft too naft With a rom" �ep ft"ter Of rot Ifts 0.40 1 i"It. Metal taps Sh" have o MKIMM of ft left ftft 324we shw inets, Power4weft
<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 mw4rum thickness of the ciatow tclo* of
<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 Pot less than 0 083 tmh For rft Ow* cap naft and 0.091 inch for stroo4h ~ top "k Cap ragi shw* %how have a largth sufftIert to penetrate
<br />MEMBER CONDITIONS. requirements thmuo :he mof sbeeftv or W less than It. Inch irto ft 100 %heall*19
<br />unds men ppliscl r*40o, %shW wailal v4 torcitV
<br />6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF 2 Root slop" offoot w*s vertical W 11 I=% hoMonfol (33�-percent o") orgra" ney tshailbea a p So 6
<br />THE LARGEST HOLE. rO.6 X Joist frorn the cove and lappoill 4 Inchers (Si mm). WW lops shaS be 6 Inches WW shell be oftell by 6 fact. The unclorlaymeit sW be affmhed to a nalla" decir
<br />7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. depth wo two sumereo to*$ in" liew eftheshed wo a moxinwm fasuiner spacft of 12 inthbe (MS MM)o c.
<br />8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %2" KNOCKOUT HOLES TURNED WITHER Lloclarlaymmil shall be atlochacl V*v mew of phitsbc cop no" Wft a r4mew cap *ft"ter of ft lass than I inch. WW cam sho
<br />have a t-Icknoss of f*1 *a% Man 32-,Mt sheal moliall Power-clOver mint taps Staff hove a minfIrIm thickness of 0,010 incb, Minjfmm ohick"M of Me
<br />UP OR DOWN. outWe odoe crf pJastk coo shol be 0.035 inch The cap no sham sho be not last then 0.053 inch for ning snw* cap nah and 0 W Inch for smood,
<br />9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS shanio cap naft Cap nag ~k shall have a 400QIh suftierit to penetrate throwh R* roor 0*404V or W less Man V4 inc1h. into the roof shoauv
<br />PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE 3 Roof slopes froIn two unft vertical in 12 units hmizonlat (I 7-percent slope) and 9mater. The entire iocif ftc* shelf be covered with ", *Wovod "M
<br />POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. I -JOISTS BUCKETS adhelon WyMW Mod%W b*~ urd6ftyn`Ient taftiply" Wsir ASTM D1970 Installect In ac�ofdsnce with both the unciefty"lit m6notaevers arw roof
<br />covet" m6Rufacturers "Ingetion instructions for Ov dec� malerlel, too"WO and timaic OXPOWM tce the rQQfC40Vcr4V to be k"Legied.
<br />HOLECUTTING CHART N.T.S. Exception: A M-ArrvUrrt 4-fth-*xft 11-.2 MMI, Strip of Seff-o&erft Wymr4rodated �ftrnan trarnbrom 40mplykV wth ASTV 01970� instaNed in
<br />accirftme Wft. the manufattureet inotruttions ftw the clock material, shall bo applied over al pmts in the root cW" An spperwed unclotlayw4ni in
<br />N.T.S. wconume w4h T." RWS I I (or the oppkabse txW. covenng shall be applied over the a0v roof over the 4-imh-wide (102 mm) Irernbrativ, strips
<br />I
<br />DANSCO
<br />ENGINEEFUNG, ILLC
<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 ENGINEERS
<br />KNOWLEDGE AND BELIEF, THE STRUCTURAL
<br />PLANS AND SPECIFICATIONS COMPLY WITH
<br />6TH EDIT ION (2017) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />140 MPH (Vasd = I OBMPH), 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 />A E DATE IT 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 W1rHOUr WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />02DI9 - THESE DRAWINGS AND DESIGNS ARE THE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
<br />THE CLIENT ON THIS PROJECT. ANY WRODUCTION
<br />OR UNAUTHORIZED ME 3 PROHIBITED.
<br />REVISION:
<br />DATE DESCRIPTION
<br />UPDATED CONNECT64-
<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 UPDATED CONNECTON
<br />1.03 CROSS-REFERENCE TABLE
<br />VERSION,,NO. Ik.63 02.11. 1
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<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 390446
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
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