RigidLam LVL Floor Span Tables Riddle OR - Roseburg
RigidLam? LVL Floor Span Tables
Riddle OR
Roseburg supports the installation of ?" gypsum wall board to the bottom of light-weight framing systems as required by Section R501.3 of the 2012 International Residential Code (IRC) and thus providing an economical layer of fire protection. However, when a gypsum wall board ceiling is not a viable option, Roseburg RigidLam Laminated Veneer Lumber (LVL) with a minimum cross-section of 1-1/2" x 9-1/2" may be used in lieu of 2x10 dimension lumber to meet exception 4 of Section R501.3 of the 2012 IRC. The adhesive used in RigidLam LVL has been rigorously tested in accordance with the heat durability requirements of ASTM D7247 and D5456, which ensures that the adhesive will not negatively affect the performance of the LVL in a fire.
The following tables are meant to assist in the appropriate selection of RigidLam LVL used as floor joists. Alternatively, appropriate software such as Simpson Strong Tie? Component SolutionsTM may be used to size RigidLam LVL floor joists.
1-1/2" 1.3E RigidLam LVL Floor Spans - 40 psf Live Load, 12 psf Dead Load
L/480
12" o.c.
Simple Span
16" o.c.
19.2" o.c.
24" o.c.
1-1/2" x 9-1/2" 1.3E
15' - 6"
14' - 1"
13' - 3"
12' - 3"
1-1/2" x 11-7/8" 1.3E
19' - 5"
17' - 8"
16' - 7"
15' - 5"
L/360
12" o.c.
16" o.c.
19.2" o.c.
24" o.c.
1-1/2" x 9-1/2" 1.3E
17' - 1"
15' - 6"
14' - 7"
13' - 6"
1-1/2" x 11-7/8" 1.3E
21' - 5"
19' - 5"
18' - 3"
16' - 11"
12" o.c. 17' - 0" 21' - 4" 12" o.c. 18' - 9" 23' - 6"
Multiple Span
16" o.c.
19.2" o.c.
15' - 5"
14' - 6"
19' - 4"
18' - 2"
16" o.c.
19.2" o.c.
17' - 0"
16' - 0"
21' - 4"
20' - 1"
24" o.c. 13' - 6" 16' - 11" 24" o.c. 14' - 10" 17' - 0"
1-1/2" 2.0E RigidLam LVL Floor Spans - 40 psf Live Load, 12 psf Dead Load
L/480 1-1/2" x 9-1/2" 2.0E
12" o.c. 17' - 11"
Simple Span
16" o.c.
19.2" o.c.
16' - 3"
15' - 4"
24" o.c. 14' - 2"
1-1/2" x 11-7/8" 2.0E
22' - 6"
20' - 5"
19' - 2"
17' - 10"
L/360
12" o.c.
16" o.c.
19.2" o.c.
24" o.c.
1-1/2" x 9-1/2" 2.0E
19' - 9"
17' - 11"
16' - 10"
15' - 8"
1-1/2" x 11-7/8" 2.0E
24' - 9"
22' - 6"
21' - 2"
19' - 7"
12" o.c. 19' - 8" 24' - 8" 12" o.c. 21' - 8" 27' - 2"
Multiple Span
16" o.c.
19.2" o.c.
17' - 10"
16' - 9"
22' - 4"
21' - 0"
16" o.c.
19.2" o.c.
19' - 8"
18' - 6"
24' - 8"
21' - 3"
24" o.c. 15' - 7" 17' - 0" 24" o.c. 17' - 0" 17' - 0"
1-3/4" 2.0E RigidLam LVL Floor Spans - 40 psf Live Load, 12 psf Dead Load
L/480 1-3/4" x 9-1/2" 2.0E
12" o.c. 18' - 11"
Simple Span
16" o.c.
19.2" o.c.
17' - 2"
16' - 2"
24" o.c. 14' - 11"
12" o.c. 20' - 9"
Multiple Span
16" o.c.
19.2" o.c.
18' - 10"
17' - 8"
24" o.c. 16' - 5"
1-3/4" x 11-7/8" 2.0E
23' - 8"
21' - 6"
20' - 2"
18' - 9"
25' - 11"
23' - 7"
22' - 2"
19' - 10"
1-3/4" x 14" 2.0E
27' - 11"
25' - 4"
23' - 10"
22' - 2"
30' - 7"
27' - 10"
24' - 10"
19' - 10"
L/360
12" o.c.
16" o.c.
19.2" o.c.
24" o.c.
12" o.c.
16" o.c.
19.2" o.c.
24" o.c.
1-3/4" x 9-1/2" 2.0E
20' - 10"
18' - 11"
17' - 9"
16' - 6"
22' - 10"
20' - 9"
19' - 6"
18' - 1"
1-3/4" x 11-7/8" 2.0E
26' - 1"
23' - 8"
22' - 3"
20' - 8"
28' - 7"
25' - 11"
24' - 5"
19' - 10"
1-3/4" x 14" 2.0E
30' - 9"
27' - 11"
26' - 3"
24' - 5"
33' - 9"
29' - 10"
24' - 10"
19' - 10"
NOTES: 1. Spans are maximum clear distances between supports and are based on uniform loads. 2. Multiple span lengths shown require adequate lateral bracing of bottom edge of LVL. 3. Multiple spans are based on the longest span. The shortest span shall not be less than 40% of the longest span. 4. Live Load deflection is limited to L/480 or L/360 as indicated in the tables above. Total Load deflection is limited to L/240. 5. Spans do not reflect any additional stiffness provided by floor sheathing. 6. Spans are based on a minimum end bearing length of 1-3/4" and a minimum intermediate bearing length of 3-1/2" and the bearing capacity of SPF wall plate (425 psi) 7. Spans in bold italics are limited by intermediate bearing length of 3-1/2". Use appropriate software to determine allowable span with longer intermediate bearing length.
Permissible Horizontal Round Hole Location For RigidLam? LVL
Minimum horizontal spacing = 2 x diameter of the largest hole
?/ d
?/ d
d
?/ d
1/3 span
1/3 span
1/3 span
= Zone where horizontal holes are permitted for passage of wires, conduit, etc.
? For beam depths (d) of 4-3/8, 5-1/2, and 7-1/4 inches, the maximum hole diameter is 1, 1-1/8, and 1-1/2 inches, respectively.
? For deeper beams, the maximum hole diameter is 2 inches.
? Diagram applies for simple and multi-span applications with uniform loading.
? No more than 3 holes per span are permitted.
? Holes should not be cut in cantilevers.
? Note: Larger holes, more holes and/or holes that are located outside of the shaded area shown may be permissible as verified by appropriate software (e.g. Simpson Strong-Tie? Component SolutionsTM) or engineering analysis.
The Roseburg Framing System?
11/14 The 194?/ Roseburg Framing 91?1//9?/ 1114/ 11/ 1146 14 1S6y s1t96e?/m ? c9o1?1/n/s9i?s/ts111o4/f:11R/F1P146I?14Joi1s6ts9?1u/6sed91i?1n//f9l?o/o11r14/a n11d/r11o46o f14co1n6str11u61/ction11;1/4R1i1g/id1L41a6m14? L1V6 L16w hich is used for headers, beams, columns, studs and stair stringers; and RigidRim? Rim Board. All of the components are engineered to the industry's highest standards to help contractors build
1g-L3eV/L8"FLlaV2nL-g1Fe/1la6sn"ogwe2lii-dd1e/1,x26d-1"1-uw/31/ird68ae" bwLxVli1dLe-e3,Fx/la8a1n"n-gL3deV/8L"bFLelaVtnLtgFeelran2pg-5ee/1r6f"owr2im-d5e/1ix2n6-1"g5-w/31/ifd68re"awLxmVi1dL-ei3Fnx/l8ag1n"-gL3seV/y8L"sFLtlaVenLmgFe2las-n5cg/1eo6m" w2pi-d5ae/1rx26e-1"5d-w/11/itd62oe" wLxoVi1dLr-ed1Fx/li2an1n"-gLa1eV/r2Ly"FLldaVnLigmFe3la-en1ng/2es"iwoi3dn-e1l/x2u31"m-w1/id2be"ewLxrVi.1dL-e1Fx/l2a1n"-gL1eV/2L"FLlaVnLgFelange
OWSeBb Web
3/8" OSB3/W8e"bO3/S8B" OWSeBb Web
3/8" OSB3/W8e"bO3/S8B" OWSeBb Web
3/8" OSB3/W8e"bO3/S8B" OWSeBb Web
R7/1IG6" IODS7BR/1WI6Me"7bO/1?S6B"ROWISeMBb WBebOARD DESIGN PROPERTIES
SOLID SAWN FLANGE RFPI? JOISTS
OLIDSOSALSIOWDLNSIDAFWLSANNWFGNLEAFRNLFAGPNEI?GRJEOFPRIIS?FTPJOI?IJSOTIST
RFPI? 40S
RFPI? 60S
RFPI? 80S
Thickness
Horizontal Load (PLF)
Vertical Load (PLF)
RFPI?R4F0PRSI?FP4I0? S40S
RFPI?R6F0PRSI?FP6I0? S60S
RFPI?R8F0PRSI?FP8I0? S80S
RigidRim? OSB
1-1/8"
180 (8d box or common)
44001/30002
Lag Screw Post Load (1/2") (lbs) (lbs)
350
3500
RigidRim? Plus OSB
1-1/8" or 200 (8d box or
1-1/4"
common)
48501/32002
350
3500
RigidRim? Seismic OSB 1-1/4"
240 (8d common)
57001/35002
400
5900
9?/ 91?1//9?/ 1114/ 11/ 1146 14 16 16 9?/ 91?1//9?/ 1114/ 11/ 1146 14 16 16
11/ 111/411/ 1416 14 16 161.3E RigidRim? LVL
1-1/2"
215 (8d box or common)
49001/NA2
400
3500
1 - Depth < 16" 2-1/2" wi2d-e1x/32/12"8-w"1/iOd2Se" B2Swx3-oi/W11dl8i-/ede"21b"/xOS323wa/1S"/8w8-iBSd"1"noe/OW2OlFixS"deSlaB1SbBSn-oagW1Wlwie/de2enb"SbFFallwaannnggFeela2n-g1/e2" wi2d-e1/x32/21"82-w"-11/Oid2/2Se""BwSx33wo/i/W1d8i8ld-ie"ed"1ebOx/O3S2x/SS1a"81-wBBS"1-n1o/OWW2/lFiS2"edel"BabbSSnFoWagllawieednnbgSeFalwanngFel3a-n1g/e2"3-w1i3/d2-e1"/3xw32/31/"8i8d-"w1"eO/iOd2xSe"S1BBwSx-31oWi1/Wd/l82-ieed"1e"bx/bOS3F21a/l"Sa8-wBSn"1ngo/OW2elFi"SdelaBSbSnoaWglwiedenbSFalwan2ngF-el1a6n"ge< Depth < 24"
RFPI? 700
RFPI? 900
DEEPDDEEEDPPTEHDEPELPDVTELHPFTLHAVLNLVFGLLEAFRNLFAGPNEI?GRJEFOPRIIS?FTPJIO? IJSOTIST LVL FLANGE RFPI? JOISTS
RFPI? 2R0FPI?R7F0PR0I?FP7RI0?F0P7I0?0400
RFPIR?RF9PF0PIR?0I?F4P90I0? 0900
RFPI? 70
RFPI? 90
/ 14
9?/ 9?/11/11/ 1414 16 9?/ 9?/11/ 11/14 1416 16 9?/ 9?/11/11/ 1414 1166
9?9/?/ 11/11/14 1416 16 9?/ 111/1/ 1414 1166
18" 18" 201"8" 20"222"0" 22"242"2" 24" 24"18" 18" 201"8" 20"222"0" 22"242"2" 24" 24"
1118/ 2104 2126 24 18
2108 2220
2242
24 18
20 22
24
1-3/4" wide x 1-3/8"
2-1/16" wide x 1-3/8"
LVL Flange
LVL Flange
3/8" OSB W2e-b5/16" w2i-d5e/1x261-"5-w1/1/id326/"e8Lwx"Vi1OdL-eS1FB/xl2a1"nW-gL1eeV/b2L"FLlaVnLgFelange
2-5/16" wide x 1-3/8"
2-5/16" wide x 1-1/2"
LVL Flange
LVL Flange
33-1/8/2""OwSi3dB-e1W/x2e31"b-w1/id2e" wLxVi1dL-e1Fx/l2a1"n-gL1eV/2L"FLlaV3nLg/8Fe"laOngSeB Web
3-1/2" wide x 1-1/2" LVL Flange
7/16" OSB Web
7/16" OS7B/1W6e"7bO/1S6B" OWSeBb Web
7/16" OS7B/1W6e"7bO/1S6B" OWSeBb Web
RFPI? JOIST ALLOWABLE SPANS - 40 PSF LIVE LOAD AND 10 PSF DEAD LOAD
2-5/16" wide x 1-1/2" LVL Flange
7/16" OSB Web
3-1/2" wide x 1-1/2" LVL Flange
7/16" OSB Web
Joist Depth
Joist
40/10 SIMPLE SPAN
40/10 MULTIPLE SPAN
Series 12" o.c. 16" o.c. 19.2" o.c. 24" o.c. 12" o.c. 16" o.c. 19.2" o.c. 24" o.c.
RFPI? 20 17' - 2" 15' - 9" 14' - 10" 13' - 10" 18' - 9" 17' - 1" 16' - 2" 14' - 0"
RFPI? 40S 18' - 0" 16' - 5" 15' - 6" 14' - 6" 19' - 7" 17' - 11" 16' - 4" 14' - 7"
RFPI? 400 18' - 0" 16' - 5" 15' - 6" 14' - 6" 19' - 7" 17' - 10" 16' - 10" 15' - 9" 9-1/2"
RFPI? 40 18' - 7" 16' - 11" 16' - 0" 14' - 11" 20' - 2" 18' - 5" 17' - 5" 16' - 2"
RFPI? 60S 18' - 11" 17' - 4" 16' - 4" 15' - 3" 20' - 8" 18' - 10" 17' - 9" 16' - 6"
RFPI? 70 19' - 9" 18' - 0" 17' - 0" 15' - 10" 21' - 6" 19' - 7" 18' - 5" 17' - 2"
RFPI? 20 20' - 6" 18' - 9" 17' - 9" 16' - 6" 22' - 4" 20' - 5" 18' - 10" 15' - 3"
RFPI? 40S 21' - 5" 19' - 7" 18' - 6" 16' - 8" 23' - 5" 20' - 5" 18' - 7" 16' - 7"
RFPI? 400 21' - 5" 19' - 7" 18' - 6" 17' - 3" 23' - 4" 21' - 4" 20' - 1" 17' - 9"
11-7/8" RFPI? 40 22' - 1" 20' - 2" 19' - 0" 17' - 9" 24' - 1" 22' - 0" 20' - 8" 19' - 3"
RFPI? 60S 22' - 7" 20' - 8" 19' - 6" 18' - 2" 24' - 8" 22' - 6" 21' - 2" 19' - 7"
RFPI? 70 23' - 7" 21' - 6" 20' - 3" 18' - 10" 25' - 8" 23' - 5" 22' - 0" 19' - 9"
RFPI? 90 26' - 6" 24' - 1" 22' - 8" 21' - 1" 28' - 10" 26' - 3" 24' - 8" 22' - 11"
Joist Depth 14"
16"
Joist
40/10 SIMPLE SPAN
40/10 MULTIPLE SPAN
Series 12" o.c. 16" o.c. 19.2" o.c. 24" o.c. 12" o.c. 16" o.c. 19.2" o.c. 24" o.c.
RFPI? 20 23' - 4" 21' - 4" 20' - 2" 18' - 6" 25' - 5" 22' - 7" 19' - 2" 15' - 3"
RFPI? 40S 24' - 4" 22' - 3" 20' - 6" 18' - 4" 25' - 11" 22' - 5" 20' - 5" 18' - 3"
RFPI? 400 24' - 4" 22' - 3" 21' - 0" 19' - 7" 26' - 7" 24' - 3" 22' - 3" 17' - 9"
RFPI? 40 25' - 2" 22' - 11" 21' - 8" 20' - 2" 27' - 5" 25' - 0" 23' - 7" 19' - 9"
RFPI? 60S 25' - 9" 23' - 6" 22' - 2" 20' - 8" 28' - 0" 25' - 7" 24' - 1" 19' - 9"
RFPI? 70 26' - 10" 24' - 5" 23' - 0" 21' - 5" 29' - 3" 26' - 7" 24' - 9" 19' - 9"
RFPI? 90 30' - 1" 27' - 5" 25' - 9" 23' - 11" 32' - 10" 29' - 10" 28' - 1" 26' - 0"
RFPI? 40S 26' - 11" 24' - 3" 22' - 1" 19' - 9" 27' - 11" 24' - 2" 22' - 0" 19' - 8"
RFPI? 400 27' - 0" 24' - 8" 23' - 4" 20' - 10" 29' - 6" 26' - 4" 22' - 3" 17' - 9"
RFPI? 40 27' - 10" 25' - 5" 24' - 0" 22' - 4" 30' - 4" 27' - 8" 24' - 9" 19' - 9"
RFPI? 60S 28' - 6" 26' - 0" 24' - 7" 22' - 11" 31' - 1" 28' - 4" 24' - 9" 19' - 9"
RFPI? 70 29' - 9" 27' - 1" 25' - 6" 23' - 9" 32' - 5" 29' - 6" 24' - 9" 19' - 9"
RFPI? 90 33' - 4" 30' - 4" 28' - 7" 26' - 7" 36' - 5" 33' - 1" 31' - 1" 26' - 7"
AVAILABLE RIGIDLAM? LVL GRADES & SIZES
1-1/2" & 1-3/4"
3-1/2" 1.3E, 1.5E, 2.0E & 2.2E RigidLam
1.3E, 1.5E & 2.0E RigidLam
5-1/4" 1.5E, 2.0E & 2.2E RigidLam
7" 1.5E, 2.0E & 2.2E RigidLam
31/2 43/8 51/2 71/4 91/4 91/2 111/4 117/8 14 16 18 20 22 24 71/4 91/4 91/2 111/4 117/8 14 16 18 20 22 24 91/2 111/4 117/8 14 16 18 20 22 24 91/2 111/4 117/8 14 16 18 20 22 24
Not all grades and sizes are available in all markets. Contact your Roseburg representative for availability. The location and contact information for your regional EWP representative can be found on our company website or by calling (800) 347-7260.
W PROADUCRT &RPEARFONRMTANYCE
wilRl bigeidfLreaRemomf?sroelaambtmeumrriingaaalFsntoeiunrdefaasvctcePtcunrooreirndedguralcenutcmrsroewbrwseaarritr(hnaLdVnotLuds)retahsfpneadect ctiRtsisfigiinRcidFawPRtoIiio?m-rnkJ?oms.Risaitmsn,sbhoiparadnd psFpcruoeortpcnheidefircirltymiaosotntioorse,rne,wsdwfilo,lemirnwtsehtaaeerltrleeaoxdnrpteaetxhnccadteetuedtshdeleifodesueionrpfpdrteohryrdefouussrctmertusasc,enwtrucvhrieece.en
10599
Old Hwy 99 South ? Dillard, Oregon 97432 ? RFPI?, RigidLam?, RigidRim? are registered trademarks of Roseburg Forest Products, Roseburg,
800-347-7260 Oregon.
10599 Old Hwy 99 South | Dillard Oregon 97432 tel 800-347-7260 | fax 541-679-2612
web | email ewpsales@
................
................
In order to avoid copyright disputes, this page is only a partial summary.
To fulfill the demand for quickly locating and searching documents.
It is intelligent file search solution for home and business.
Related download
- ridge beam simple span example no 1 beamchek
- floor truss span chart all span inc
- 1997 design guides for flitch plate beams
- girder spans and header spans for exterior bearing walls frcog
- prolam lvl 15 design guide
- 780 cmr 55 massachusetts
- gp lam lvl
- glulam span table forest products supply
- rigidlam lvl floor span tables riddle or roseburg
- field notching and drilling of laminated veneer lumber murphy company
Related searches
- riddle part 3 crossword
- riddle part 4 crossword
- end of the riddle crossword
- riddle crossword puzzle clue
- riddle part 2 crossword clue
- floor trusses span tables
- engineered floor joist span table
- deck floor joist span calculator
- floor joist span table
- rafter span tables residential
- lvl beam span calculator
- lvl beam span table