|
IFILL CELL STD. 900 HOOK F BONDBEAM
<br />fRAFTEfR 5f=,4N T,45LE
<br />_MEM5ER SIZE AND SPACING'
<br />MAXIMUM LENGTH
<br />MEMIBER CONNECTIONS,
<br />2' X 4' I(o I O.C.
<br />11-51
<br />(2) I(od TOENAILS
<br />2' X (o' I(o' O.c.
<br />101-81
<br />(2) I(ocl TOENAILS
<br />2' X 8' 16' O.C.
<br />131-91
<br />(3) ll(ocl TOENAILS
<br />2' X 10' 16' O.C.
<br />161-51
<br />(1) U5P HTUJ20 OR (3) I(od TOENAILS
<br />2' X 12' I(o I O.C.
<br />1,31-31
<br />(1) USP HTUJ20 OR (4) I(od TOENAILS
<br />2' X 4' 241 O.C.
<br />0-11
<br />(2) I(od TOENAILS
<br />2' X (o' 241 O.C.
<br />81-(01
<br />(2) I(od TOENAILS
<br />2' X 8' 241 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' .9 241 O.C.
<br />15'-4'
<br />(1) U5P HTW20 OR (3) I(od TOENAILS
<br />TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGE5EAM).
<br />SOUTHERN YELLOW PINE, 55 P5F LOADING
<br />'U2 x 4 MEM5ER TO 5E SYPI NON -DENSE OR IBETTER
<br />COMPONENT & CLADDING DESIGN PRESSURE
<br />(140mph (Vasd = 108mph), enclosed, 3 sec. gust, 2.1/12 to 6.9/12 pitch, Exposure C, Height Up to 30 feet, Occupancy Cat. 11)
<br />TRIBUTARY AREA (ft2)
<br />ROOF
<br />WALL
<br />ZONEI
<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 />-588
<br />26.6
<br />-28.0
<br />1 26.6
<br />-32.2
<br />100
<br />14.0
<br />-23.8
<br />14.0
<br />-33.6
<br />14.0
<br />11 54.6
<br />1 25.2
<br />-26.6
<br />25.2
<br />1 -30.8
<br />125
<br />14.0
<br />-23.8
<br />14.0
<br />-33.6
<br />14.0
<br />1 -54.6
<br />1 25.2
<br />-26.6
<br />25.2
<br />1 -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) FEC, Residential volume
<br />3- Rus and rninus signs signify pressures acting toward and away fromthe building surfaces.
<br />14. Table values have been rrultiplied by 0.6 to convert component and cladding pressures to ASID.
<br />............... ............ ......
<br />. ................. .
<br />ROOF DIAPHRA6M NAILIN6 5CHEDULE ..........
<br />............ ......... USP
<br />+ +
<br />+
<br />+
<br />+
<br />. . . . . . . .
<br />. . . . . . . . . . . . . .
<br />+ +
<br />. .
<br />. . . . . . . . . 1z
<br />. . . . . . . . . . . . . .
<br />+
<br />+ 41
<br />. . . . . . . . . ..
<br />. . . . . . . . . . . . .
<br />+ +
<br />+ +
<br />+
<br />+
<br />+
<br />+
<br />(Typ)
<br />+ +
<br />+
<br />+ +
<br />+ +
<br />+ +
<br />eb�
<br />+ 4
<br />+ +
<br />+
<br />+
<br />+ + +
<br />+ +.
<br />+ +
<br />+
<br />+
<br />+ + +
<br />t + + +
<br />+ +
<br />+ +
<br />+
<br />+
<br />. . . . . . . .
<br />.
<br />. . . . . .
<br />. . . . . + + + + +[+++I
<br />+ +
<br />..
<br />+ + + + + 4 +
<br />+ +
<br />+ + + + + + + + +
<br />+
<br />+ + + + + + + +
<br />+
<br />+ + + +
<br />+ + + 4, 4, 4, 4,
<br />+
<br />W
<br />UILI
<br />M UGT1 5 TYP.
<br />GIRDER TRUSS
<br />W
<br />:!� STD. 90*
<br />It::]
<br />E71-
<br />CONT. #5
<br />-. -
<br />rczczk_
<br />-11 ---
<br />I
<br />UUN 1. #b HOOK W, t5AK IdA I Ur rLIA I t:
<br />BAR ......
<br />::�� I \�_ - 5/8110
<br />.......... . #5 CONT. THRU
<br />BOLT
<br />FROM
<br />-15/32" GDX PL'(NOOP FOUNDATION
<br />OR 1/16" 05B (FOR TO HIGHEST
<br />5HINOLE) P/32" GDX
<br />BOND BEAM
<br />PLYHOOD OR 055 F
<br />(FOR TILE) RnKin AKAqTPP 2 X 6 (MIN) B.U.0
<br />KIDEE LINE
<br />140 MPH 3 5EGOND 5U5T EXPOSURE NOR V41NP ZONE 140 MPIH 3 5EGOND OU5T EXPO -%)RE 000 HIND ZONE SCALE: N.T.S. USP_/
<br />MUGT1 5 TYP.
<br />F (FOR 5HIN6LE) (FOP 5HINGLE)
<br />R5R5-01 NAIL5 @ 6" O.C. t P,5P5-01 NAIL5 @ 6" O.G. ED61E5 t -2nd FLOOR
<br />4" OL. @ GABLE END KALL OR GABLE TPU55 RcRr,-Ol NAII 5 a h" 0-r- INTERMEDIATF F-1 i I
<br />INCH NAIL LENGTH 2 3/5" INCH NAIL LENGTH
<br />PLAN FOR MORE INFO
<br />U
<br />(FOP TILE) (FOP TILE)
<br />CONT. BASE PLATE
<br />R5P5-01 NAIL5 @ 6" 0C 1 4" OG @ GABLE END R5RS-Ol NAIL5 @ b" OG EDOE5 $
<br />BEARING COLUMN
<br />TYPICAL USP MUGT15 TO
<br />HTA 20-18 / HTA 20
<br />K.tkLL OR GABLE TRU55 R5R5-OI NAIL5 @ rb" OC, INTERMEDIATE
<br />0.120 INCH NOMINAL 5HANK 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
<br />TO BE CUT TO ALLOW
<br />NOTE;
<br />,__�TJI
<br />FOR BLOCKING/TJI
<br />1) RSR5-01 15 A RING, 5HANK ROOF 5HEATHIN6 NAIL MEETINO THE 5PEGIFIGATIONS IN A5TM F166-7
<br />2) 5EE STRUCTURAL NOTE5 FOR SHEATHINO 5PEGIFIGATIONS AND HIND 5FEED.
<br />NOTE:
<br />5) END JOINT5 OF THE ROOF 5HEATHIN5 5HALL BE 5TA06,ERED AND OGGUR OVER FRAMINO MEMBER.
<br />MASONRY WALL OR
<br />LOCATION OF UPLIFT VALUE
<br />4) 5GHEDULE A55UME5 5HEATHIN6 15 FA5TENED DIRECTLY TO 5OUTHERN YELLON PINE OF, POL)OLA5 FIR OF, BETTER.
<br />IF ROOF FRAMINO GON515T5 OF A LE55ER ORADE OF LUMBER, GONTRACTOR MU5T GONTACT DAN5GO EN61NEERIN5,
<br />INTERIOR BRG. WALL
<br />TJI PER PLAN
<br />��OTHERWISE
<br />SECOND RT16A IS BASED ON
<br />S.P.F.
<br />LLG FOR ALTERNATE FOP, NAILINO PATTERN.
<br />SOLID
<br />BLOCKING TO MATCH
<br />#OF 2nd FLOOR
<br />Solid block all ost from STUDS
<br />above to beari b low.
<br />USP RT16A USING
<br />SECTION @ INT. BRG. WALL
<br />17-8d x1 1/2" NAILS
<br />DOUBLE JOIST CONSTRUCTION
<br />UPLIFT = 1160#
<br />CONNECTION CROSS-REFERENCE
<br />_USP STRUCTURAL CONNECTORS
<br />SIMPSON STRONG -TIE
<br />CONNECTOR
<br />GRAVITY (10(r/.)
<br />UPLIFT(LBS)
<br />ILATERAL`�
<br />I F2 [LBS)
<br />FASTENERS
<br />CONNECTOR
<br />I GRAVITY (10W1.)
<br />I UPUFT(LBS)
<br />I LATERAL,
<br />I F2(LBS)
<br />FASTENERS
<br />SYP SPF
<br />I SYP I SPF
<br />SYP SPF
<br />I SYP I SPF
<br />MASON RY/CONCRETE APPLICATIONS
<br />MASON RY/CONCRETE APPLICATIONS
<br />HTA16
<br />1870
<br />1608
<br />710(611)
<br />9-10d x 11/2"
<br />HHEFA16
<br />2120
<br />1 1781
<br />1 -�nO�10-10d
<br />x 11/2"
<br />HTA20
<br />1870
<br />1608
<br />710(611)
<br />9- 10d x 11/2"
<br />HHETA20
<br />Od x 11/2"
<br />RT16M
<br />1395
<br />139S
<br />115
<br />9-10d x 11/2" & (4) 1/4" x 13/4"
<br />TAPOON
<br />NONE
<br />HTF16
<br />3610*
<br />3105*
<br />-
<br />18-10d & (1) 5/8" o A.B. W/
<br />8" EMBED.
<br />HTT4
<br />3610*
<br />3105*
<br />18-10d x 11/2" & (1) 5/8" o A.B.
<br />W/ 8" EMBED.
<br />HTT45
<br />3812*
<br />1
<br />3625*
<br />18-10d & (1) 5/8" o A.B. W/
<br />8" EMBED.
<br />HTT5
<br />3812*
<br />3812*
<br />26-10d & (1) 5/8" 0 A.B. W/ 8"
<br />EMBED.
<br />LUGT2
<br />1550
<br />111W
<br />475(400)
<br />16-10d & (5) 1/4" x 3" DeWalt
<br />SCREW -BOLTS
<br />LGT2
<br />2030
<br />1750
<br />170
<br />16-16d SINKERS & (7) 1/4x 2 1/4"
<br />TITEN 2
<br />LUGT3
<br />3525
<br />3240
<br />(12) 1/4" x 2 1/2" WOOD SCREWS
<br />& (4) 3/8" x 5" DeWa It SCREW-
<br />BO
<br />LGT3-SD52.5
<br />3285
<br />2365
<br />385
<br />(12) SIDS 1/4" x 2 1/2" & (4) 3/8" x
<br />5" TITEN HD
<br />LTS19-Tz
<br />1205*
<br />1036*
<br />8-10d & (1) 3/4" 0 A.B. W/ 6"
<br />EMBED.
<br />LTF19
<br />1310*
<br />1125*
<br />-
<br />1
<br />8-10d x 11/2" & (1) 3/4" 0 A.B. W/
<br />6" EMBED.
<br />LTT131
<br />2905*
<br />2412*
<br />18-10d x 11/2" & (1) 5/8" 0 A.B.
<br />W/ 6" EMBED.
<br />NONE
<br />MLJGT15
<br />2556**
<br />2556**
<br />22-1 d & (1) 5/8" 0 A.B. W/ 12"
<br />EMBED.
<br />MGT
<br />2556**
<br />2556**
<br />22-10d & (1) S/8" 0 A.B. W/ 12"
<br />EMBED.
<br />RFUS
<br />7100
<br />6106
<br />(12) 1/4" x 3" WOODSCREWS & (4)
<br />3/4" x 6" DeWalt SCREW -BOLTS
<br />(2)FGTR
<br />8885
<br />6395
<br />SIDS 1/4�'x 3" & (2) 1/2" x 5"
<br />TITENHDEA.FGTR
<br />FRAME APPLICATIONS
<br />FRAME APPLICATIONS
<br />RT7
<br />560
<br />495
<br />120(120)
<br />5-8d x 11/2" & 5-8d
<br />H2.5A
<br />565
<br />1 .535
<br />1 H��
<br />10-8d x 11/2"
<br />RT16A
<br />1020
<br />895
<br />490(34S)
<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 />RT16-2
<br />1060
<br />935
<br />410(330)
<br />16-8d
<br />H10A-2
<br />1080
<br />1 930
<br />1260 (225)1
<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 />275(236)
<br />12--10L
<br />SPT4
<br />875
<br />753
<br />-
<br />6-10d x 11/2"
<br />SPTH4
<br />2195
<br />1888
<br />12- 10d x 11/2"
<br />MUGT15 +
<br />PHD4A
<br />3852***
<br />3313***
<br />24- 10d & (1) 5/8" 0 BOLT
<br />(8) 1/4" x 3" WOOD SCREWS
<br />MGT +
<br />HDU4-SDS2.5
<br />11965-
<br />3285-
<br />525
<br />1 22-10d & (1) 5/8" 1 BOLT
<br />(10) SDS 1/4" x 2 1/2"
<br />LUGT2
<br />7260
<br />1900
<br />505(425)
<br />32-10d
<br />NONE
<br />HTW20
<br />1530
<br />1285
<br />-
<br />-
<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 />LSTA
<br />1 2235
<br />1235
<br />18- 10d
<br />LSTA30
<br />1640
<br />1640
<br />22-10d
<br />LSTA3
<br />1 1640
<br />1640
<br />22-10d
<br />LSTA36
<br />1640
<br />1640
<br />1
<br />LSTA3
<br />1 164()
<br />irzn
<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 />1630
<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 />2280
<br />29-16d
<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 />4170
<br />3670
<br />2950
<br />2380
<br />30-16d
<br />NONE
<br />THD29-2
<br />4310
<br />3706
<br />2595
<br />2231
<br />28-16d & 1&10d
<br />HGUS28-2
<br />4973
<br />4276 1
<br />2695
<br />1 2316 1
<br />24-16d & 10-16d
<br />HD210-2
<br />2155
<br />1895
<br />1170
<br />1030
<br />14-16d & 610d
<br />HU210-2
<br />1 2382 1
<br />2048 1
<br />1516
<br />1 1308 1
<br />16- 16d & 8-10d
<br />THDH210-2
<br />9020
<br />7965
<br />4445
<br />3555
<br />58-16d
<br />NONE
<br />KLEG3
<br />W/TOP
<br />FLANGE
<br />11980
<br />-
<br />3845
<br />-
<br />(2) 3/4" 0 A307THRU BOLTS INTO
<br />GIRDER &(4) 3/4" o A307THRU
<br />BOLTS INTO MASONRY
<br />LEG3W/TOP
<br />FLANGE
<br />13045
<br />-
<br />3945
<br />-
<br />(2) 3/4" OA307THRU BOLTS INTO
<br />GIRDER & (4) 3/4" 0 A307THRU
<br />BOLTS INTO MASONRY
<br />THDH414
<br />1
<br />2520
<br />1960
<br />16- 16d & (18) 3/16" x 13/4"
<br />POWERSTAPPER+ I
<br />HU414
<br />3813
<br />-
<br />2015
<br />12-10d & (24) 114" x 2 3/4" TITEN 2
<br />CAPACITY FOR CONCRETE APPLICATION. ANCHOR BOLT REQUIRES MI N IMUM 8" EDGE DISTANCE ON CONCRETE & SET I N 51 MPSON SET-XP EPDXY
<br />CAPACITY FOR MASONRY APPLICATION. ANCHOR BOLT REQUIRES 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 />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) N.T.S.
<br />Filler blocking 1/8" min. 2" min.
<br />4 -3., } Small gap ..
<br />4 max.
<br />1/8" gap
<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/PIywood/OSB web stiffener 2" min.
<br />4) Place joists together and nail from each side with 2 rows of 1 Old nails A" -
<br />1) /'nKIT0ArTnD Tn 00n%1Ir'1C ') Tn CII I TWC WMIf'_WT Qtn - - fmm � -it. required when Indicated or
<br />Web Stiffener Fastener Schedule
<br />Joist Bearing Location
<br />Series I Depth I End Intermediate
<br />@
<br />BCI 5000s
<br />9-1/21,
<br />2-8d
<br />2-8d
<br />11-7/8"
<br />2-8d
<br />3-8d
<br />14"
<br />2-8d
<br />5-8d
<br />BCI 6000s
<br />BCI 6500s@__T4_-7'__
<br />9-1/2"
<br />11-7/81,
<br />2-8d
<br />2-8d
<br />2-8d
<br />3-8d
<br />2-8d
<br />5-8d
<br />16"
<br />2-8d
<br />6-8d
<br />BCI 60se
<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 />BCI 90so
<br />I_/fO
<br />3-16d
<br />14"
<br />-2-1
<br />5-1
<br />5-16d
<br />16"
<br />6-16d
<br />6-16d
<br />TYPICAL HUS INSTALLATION
<br />TYPICAL RT1 6A INSTALLATION
<br />4" MIN. EMBEDMENT
<br />SEE SCHEDULE FOR
<br />SIZE AND QUANTITY
<br />OF FASTENERS
<br />. .1 F VU FF - 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 />- Birdsmouth cuts. N.T.S.
<br />DOUBLE JOIST CONNECTION - 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" (1 Od) na !Is at 6" a. 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 RW51A
<br />Load bearing wall must stack beam below Load bearing wall must stack over UNDERLAYMENT TABLE
<br />over squash=20 blocks and
<br />*Non -stacking walls wall or beam below.* blocking and wall or beam below.* ------
<br />require additional Joist
<br />Roof Slope 4:12 and
<br />consideration. Check When joists meet over wall, provide Roof Coveting Section Roof Slope 2A2 and Underlayment 1 Greater Undertayment
<br />I -Joist can be offset Less Than 4.12 Undedayrnent Aftachinevir AftchmwW
<br />local building 116" 13/4" minimum bearing for each.
<br />code for appropriate up to 3" to avoid
<br />details in One 1 Od box vertical plumbing ASTtA D226 Type I or It AST M, D226 Type 11
<br />areas=20 of high or--20 sinker
<br />ASTM 10-4869 'TV
<br />. pe 11, 1,11 of IV' ASSTM D4869 Type IV 2
<br />lateral load. nail each side 3" max Asphalt shingles R905.2 �!
<br />ASTM DS 7 57 ASTM D6757
<br />at bearing. .. .............
<br />JOISTS OFFSET .:
<br />D`1970 3 AERTM D 1 970 3
<br />N.T.S.
<br />Concrete and Clay 711
<br />. . ........ . . . ................................. . ...... . . . ...... . . ........... . ..... . ..... ...........
<br />lSee Secfi�-,n R90&3,3
<br />Provide adequate bearing R906.3
<br />for each lapped joist. Use 1063" nails at 6"o.c. for all joist - - - ----------- - ------- - ------ ASTIA D226 Type I or I I
<br />blocking panel *Non -stacking walls
<br />Od nails require additional consideration.. ASTM D226 Type It
<br />Squash block Metal roof shingles A-ST"Kl D0*9 T�41)e II, III Or K! 2
<br />I ASTIA DOW9
<br />(2x4 minimum) SECTION INT. BRG. WALL Type IV
<br />R906.4 A S T W1 W7 5 7
<br />Bearing wall, Versa -Lam LVIL or N.T.S.
<br />ASTM D1,970, 3 ASTM D1970
<br />3
<br />Glulam Beam (D
<br />ASTNI _D27'26 Type. I -or 11
<br />Mineral -surfaced roll ASTM D2.26 Type li
<br />A S T M 0 -4 86 9 1y
<br />pe 11, if! or IV I ASTM 134869 Type IV 2
<br />roofing
<br />NO HOLES (EXCEPT ASTNI, P-9757
<br />KNOCKOUTS) ALLOWED MINIMUM SPACING 2x GREATEST Backer block (112" wide min.) R90&3 .......... .. ........... ......... . ..... . ...........
<br />IN BEARING ZONES D DIMENSION OF LARGEST HOLE Nail with 10- 1 Od nails. D1970 3 ASTM DIP-70 3
<br />Install tight to top flange. .......... . ........
<br />(KNOCKOUT EXEMPTS)
<br />(see table bel
<br />ow D ASTM D226ry�v t or 11
<br />State and slate -type A
<br />ASTM D226 Type If 2
<br />,69,
<br />e 11, 111 or
<br />(see table below)
<br />shingles ASTtA 04869 Type IV
<br />DO NOT cut, notch Joist hanger A6 T N1, D 6 7 5 7
<br />or drill flanges
<br />ASTNI 131910 3 ASTM 131,970 3
<br />0 El
<br />_�10 I Wood shingles ASTNI D226 Type � or It ASTM D226 Type It
<br />I
<br />R90&7 ASTM f3k81,59 Ty
<br />pe 11, 111 or IV ASTM 04869 Type 1V
<br />e-4
<br />A 1Y2" ROUND HO' F MAY 11 DO NOT CUT HOLES
<br />"6- 6 Filler block. Utended to roof
<br />1 Wood ASTN4 D226 Type [I
<br />BE CUT ANYWHERE IN sh**s
<br />CANTILEVER LARGER THAN IY2" Nail with slopes 4:12 and
<br />THE WEB. PROVIDE AT 01 ROUND IN 10-10d nails. R906.8 ASTM D48,39 Type IV
<br />Greater
<br />LEAST 3" OF CLEARANCE CANTILEVERS. Backer block required where top ------
<br />FROM OTHER HOLES mount hanger load exceeds 250 lbs. ASTM D226 ^type. I or It ASTNI 9226 T�rpe It
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2" Install tight to top flange. Metal roof panels AST M f 9 Ty pe 11, 111 or INI I ASTM D4ffiMTyve. IV 2
<br />. . . . . . . . . . . . .
<br />T-Z'
<br />T-2"
<br />V-3'
<br />1�-3'
<br />T-f
<br />T-1 I "
<br />2-4"
<br />2�9'
<br />3�-Z'
<br />3-7"
<br />8
<br />T-9'
<br />VA"
<br />jotst
<br />12
<br />V-9'
<br />T-2y'
<br />T-2`
<br />T-3*
<br />T-9'
<br />2-4"
<br />Z-1 1 "
<br />3-7'
<br />4�Z*
<br />4�-9'
<br />6-4'
<br />16
<br />11-91
<br />V-111
<br />-11-21
<br />1
<br />V_7'
<br />2�-R_'
<br />3�2'
<br />3-10"
<br />*�9*
<br />S-T'
<br />64!*
<br />7 -Z'
<br />V-1`
<br />T-r2`
<br />V,-`
<br />Z-W
<br />3-9'
<br />4-9'
<br />14-10"
<br />-RAT'
<br />6-11"
<br />7!-11"
<br />1
<br />124.
<br />1 T-W
<br />I V-T',
<br />T7Z'I
<br />V-3",
<br />Z-6'
<br />3-7",
<br />4�-9'
<br />1 6�40",
<br />7-2-
<br />Er-4"
<br />1 9-6*
<br />10'4* 1
<br />A�S�TNI D, tV70 ASTNI D1970 3
<br />1/4"-2" gap- -
<br />ASTM 132226 Type I or It ASTTA D2226 Type I I
<br />Photovoltaic Shingles 1 AS3TI-A D4869 Type 11, 111 or IV I ASTM D4869 Type IV 2
<br />R906.17 ASTM, D6757, ASTM D6757
<br />Backer Block -------------
<br />z D 3
<br />z AST 1,41 D 1970 3 ASTM lc�70 i
<br />"Top Mount' "Face Mount" - -----
<br />NOTES: Backer block shall be tight Backer block shall be tight lUftetap1*1t
<br />1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with t�o"_ �, tvri, twq unft al �n 12 ts Mm�,�W � I T-Pem ent �%s M w, �Wr 1�0% vo*, a� �n Q UN%' r�wizwW !�3z-pwv�ot
<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 mm�,Or of zmdeftr�,wn panOel loand awft at. ft f6e*ledsvffll*�rtt� k, �Vw �n ww�� �gowh�� 0,,** eav�,, amly 55-
<br />3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. �nr �',wx,`e 4. mmil" � �., eete, ',,� ove"PAJ, wci�tsSwe theeft '� Q, imzhers (4V� mm,�, em� �,V* 0,8� be 6, nz h�'z and sheg b e V,%e� b�? 6 ftett ", Me
<br />mdeft�,Menl kN"A bt hqw:t,�-s� ft a tad,��M ImOwtem- WM� =,�� M& tunwo-.4 Me %M of tht 0,ee� � a MOW-= falkrw
<br />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS Web stiffner as �,�tg ol 12 nm,� c,g� ang o t tow M thc or4 w'd W6 �** fastencml b iN"'es (15,2 mm) 0,c ur'deamy"ne-M, wttchw aw, rMull tv
<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 vark "P nO.''O'b stom, �vai vap ftmstes _0 pot fts ftn 1 if*0", Mftl crm shee hm'e s th"6,n.em ofmot thar, 32-.wqe Mt�e,� Pvwer-4iwep,
<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 mek�o W$ 01al tc�;�,.,e "i mmm�m, ltkkt," of Wav, i�'O. elig'. ufpx!ft�r enA bk,, O�,936 fth T"it �,epnv, oharkgbeil
<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 b�� r"o" Iesl Man O� .70 �nO, �0� 6n�- sbeak, "'p, MU aP4 0.01 �m�� to-, smmob sftnk naft C-V nag Muv* shag mvv a sengt 50ftmnl, "'a P"evale
<br />MEMBER CONDITIONS. requirements ft�ough Vie rk%of sl�*AtNtg w r&, %w�- VW, % V�th kn'go Ihf wof Owaftv.
<br />6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF 7. offov�mjt, ve',*MW
<br />THE LARGEST HOLE. .6 X Joist
<br />Imm ft eave and �apm-4'4 1.=� t5� mm) wk! to Shed W 6 trfeft', and i�heg be_,Obet try Z ftet Tt�e wWaftwnwt �gha be SM�016* t�> C pailable de�k
<br />7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. D depth Nv,, Sftwenad rowr �n t�ls §-O� 0� the sb,�el Aejz �� mwftan "as"t-rer ��pwft e V �no-m i"'V5 mm) IrA one TO'S "A tbe end and S�ft �em ft"tenso
<br />ftv 01 9
<br />6 (�2 mm� 0 �:� Up�de&v MM 5�10. km, aft"hwo vang Pks ft, ��p mft w MI. a n,=�Mm tap "Mewr 0.1 rxx dhar � mft M lmp,� ki
<br />2" KNOCKOUT HOLES TURNED WITHER "Ve �� lhkkneal of tot us�, IMw"t 32,J%e �0"_t mea�- PoWw-drM!m melail cAp 1�t,,,W have a "t0ft'-sas of 0,0M �i". NEMMUM, %ktrevl of Ine
<br />8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y
<br />UP OR DOWN. kww��, ��Iqe of pw�uk M"'W be '1.035 im_b� 'he tep nkW s"M, �4,.ag W" n* �a,,m 4z" 01Ma imth, f.or rft "ank PW� T�vm mv 0.0*� kv,0 rw enT.,ft,
<br />9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS _,f�ank nift, Cap taii wluw* shw� tow �a �tngft� -,Uftkera w �Mnela,.fle ft"'U0, Ift mrf Mw��n� ., not Iev_k tNm z',", fth �rdo �h� m, 0
<br />PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE Ro3,,4 �4-o�vs kom two �N� venk� a� �", I W�AA "_ �ZOAJM (.1, 7�ppmef,�t t�opt) ar4 gnkalet , TN twitt nwl �ep i�. sh"M t* �' WfflMd 80 4VMV1-,!
<br />POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
<br />. , � Vf modrwd bftmzen v �mmt � omo'y�nq 'Mu�, ASTM D 19 D ineWbW M, 4'" md en��e k0M koO ow unle'ayn"ew mA wnv� -, 0MI '00,
<br />I -JOISTS BUCKETS C oy�� mog men 0% Wmr ��, �nstw. 1�cn �ftOrwmama fw the toO,,Tie k0ow�. �ovvw*vm Old z �MA� oy4wwnk W ft Mf �Vve�N� to �n i',1sWWd
<br />HOLECUTTING CHART N.T.S. 44m,,h,,,w\" $,Vr'. mlr,� Om I? 1�040,e*V po;kpmei�nw0iod bftnwn m�,mhront �wmWkzg w0b A$TM DIUQ� �feww ir.
<br />a",��rdam�� WkUh lbe M_Amdae�aers �nsmzt�wi fw +,_,� �Rez� mntwiaI� s0m� N� apoed a,�w �pw?% m ft mrdezWig. An �n
<br />N.T.S. e W�MTWW�' RW.SA��l fwft, !0"Wi ovwA,�e I - , ,
<br />mefntmme
<br />............
<br />DANSCO
<br />ENGINEERING, LILC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.danscoengineering.com
<br />CA 25948
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<br />TO THE BEST OF THE EINGINEER'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 (Vasd = 108MPH), 3 SEC. GUST,
<br />EXPOSURE "C', ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT= ±0.1 8) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFrER THE DATE IT IS SIGNED AND SEALED.
<br />SIGN ED AND SEA LED FOR TH E STRUCTURAL PORnON
<br />OFTHIS DRAWINGONLY.
<br />CM19 LENNAR CORP.-THtS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WFHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />9)20 9 - THESE DRAWINGS AND DESIGNS ARE THE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
<br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
<br />OR UNAUFHORIZED 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 NNE TI
<br />ROSS-REFERENCE TABLE
<br />VERSION NQ_1,Q3 02.11.19-
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<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 390221
<br />DATE ISSUED: 02.20.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />SNI
<br />00
<br />
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