Boise I-Joist can be offset up to 3" to avoid vertical plumbing. Joist 3" max C L Joist 3" max C L OJ-A OJ-A Offset Joist with Graphics See Boise literature for Nail Boise Rimboard nail into each flange. to BCI joist with 8d B oise Rimb oard vertical load capacity. ® F07 F07 BCI Rim Joist Perpandicular points & at each end of blocking require web stiffeners at bearing Note: 18" and 20" depth joists Boise joist blocking vertical load capacity. See Boise literature for joist blocking F01 F01 Boise Joist Blocking at EndBearing cut, notch or drill flanges DO NOT DN01 DN01 DO NOT Cut Flanges BCI joist 23/32" min. plywood/OSB plywood/OSB rated with 8d nail into each flange. sheathing reinforcement. 23/32" min. deeper joists. each side with 18" and Web stiffener required or rimboard closure. Nail 2 '0" 2'0 " cantilever required for blocking block Backer ® F21 F21 BCI Reinforced Cantilever against top flange with 1/8" Boise Rim Board Web Stiffener for 14" & 16" joists. 5 - 3" (10d) nails gap between bottom flange 1/8" Stiffeners are required on both sides - Hangers with side nailing. - Any hanger with sides not containing the top flange with 3 - 3" (10d) - Web stiffener nailed of the joist. 11 7/8" joists, and nails for 9 1/2" and of the web when : Point Load from above > 1500 lbs. (Factored) Install web stiffeners tight For Point Load from above: F16-E F16-E Web Stiffeners Stagger nails from both and by 25% for non - snow load roofs where building code allows. Nail values may be increased by 15% for snow load roofs Nail pattern for 3 - piece member must occur on both sides. 2" min. See chart 16d sinker nails Double & Triple 1-3/4" Versa-Lam ( a ) 12" o.c. sides to avoid splitting. 3 ( a ) 350 525 Max. Uniform Load Nail Pattern Members Number of 2 Side Loaded Connection ( lbs. per In. ft. ) 2 rows 470 3 rows 705 ® B12-A B12-A Multiple VL Connection Side Load Nail See Note 3 End Bearing 1/3 Span Intermediate Bearing 1/3 Depth NOTES: 1. Square and rectangular holes are NOT permitted. 2. Round holes may be drilled or cut with a hole saw anywhere within the hatched area of the beam. 3. The horizontal distance between adjacent holes must be at least two times the diameter of the larger hole. 4. Do not drill more than three access holes in any four foot long section of beam. 5. The maximum round hole diameter permitted is: 6. These limitations apply to holes drilled for plumbing or wiring access only. The size and location of holes drilled for fasteners are governed by the provisions of the National Design Specification® for Wood Construction. 7. Beams deflect under load. Size holes to provide clearance where required. 8. This hole chart is valid for beams supporting uniform load only. For beams supporting concentrated loads or for beams with larger holes, contact Boise® EWP Engineering. Beam Depth Maximum Hole Diameter 5 1/2" 7 1/4" 9 1/4" + 3/4" 1" 2" 1/3 Span 1/3 Depth 1/3 Depth Allowable Holes in VERSA-LAM Beams LVL-AH ® LVL-AH LVL Allowable Holes Diagram POST FROM ABOVE POST FROM ABOVE POST FROM ABOVE DOUBLE EVERY OTHER JOIST UNDER KITCHEN ISLAND. Comment61 CENTERGIRDERSHIFTEDTOBELOWCENTERBEARINGWALLTO ELIMINATE ADDITIONAL BEAMS. VERIFY. Comment62 BEAM ADDED TO SUPPORT HEADER FROM ABOVE. Comment63 BEAM SHIFTED FORWARD TO PICKUP POINT LOAD FROM ABOVE. VERIFY. Comment64 LVL HEADER ADDED Comment65 POST REQUIRED HERE TO SUPPORT MULTIPLE LOADS FROM ABOVE. Comment66 BEAM SIZES CHANGED TO 4 PLY 11-7/8" Comment67 LVL HEADER ADDED Comment68 FIREPLACE FRAMING ADDED Comment69 Hd1 Hd1 STEEL BEAM FB8-2 FB3-3 FB1-4 FB4-4 FB6 FB7 FB7 FB2-2 FB5-2 FB3-3 Rim1 J20-2 J36 J20-2 J20-2 J20 J20 J16 J2 J10 J20 J16 J16 J16 H4 H4 H3 H3 H3 H3 H1 H2 H4 H4 H4 H4 J8 J8 J8 J22 J36 J36 J36 J36 J24 J24 J6 Bk1 Bk1 Bk1 Bk1 Bk1 Bk1 Bk1 Bk1 Bk1 H4 Hangers PlotID Qty Manuf Product Flange H1 1 Simpson HGUS5.50/12 None H2 1 Simpson HGUS7.25/12 None H3 4 Simpson HUS 1.81/10 None H4 29 Simpson IUS 3.56/11.88 None Products PlotID Net Qty Product Length Plies J36 32 11-7/8" BCI® 90s-2.0 36' 0" 1 J24 5 11-7/8" BCI® 90s-2.0 24' 0" 1 J22 7 11-7/8" BCI® 90s-2.0 22' 0" 1 J20 3 11-7/8" BCI® 90s-2.0 20' 0" 1 J20-2 6 11-7/8" BCI® 90s-2.0 20' 0" 2 J16 4 11-7/8" BCI® 90s-2.0 16' 0" 1 J10 1 11-7/8" BCI® 90s-2.0 10' 0" 1 J8 19 11-7/8" BCI® 90s-2.0 8' 0" 1 J6 6 11-7/8" BCI® 90s-2.0 6' 0" 1 J2 1 11-7/8" BCI® 90s-2.0 2' 0" 1 FB1-4 4 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 24' 0" 4 FB2-2 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 20' 0" 2 FB3-3 6 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 16' 0" 3 FB4-4 4 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 16' 0" 4 FB5-2 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 8' 0" 2 FB6 1 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 6' 0" 1 FB7 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 4' 0" 1 FB8-2 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 4' 0" 2 STEEL BEAM 1 6 1/2" x 7" Generic Material 58' 0" 1 Rim1 2 1-1/8" x 11-7/8" BC RIM BOARD OSB 12' 0" 1 Bk1 1 11-7/8" BCI® 90s-2.0 156' 0" 1 Headers PlotID Net Qty Product Length Plies Hd1 6 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 8' 0" 3 Sheet: 1/4 DWG: 16_1401 Agility: By: Andrew Weuling Date: 10/11/2016 Scale: 1/4:1 BC FRAMER Kleet Tom Legere Lot #2 North Main SALES PRESENTATION DRAWING This placing plan is provided as a courtesy to the Builder. It is intended to indicate product selection and placement. No structural or dimensional check has been made with the design drawings of the building. It is the responsibility of the Customer to review and approve all bearing conditions, connections, spans, loading, product usages, and quantities. This drawing has not been checked by Boise Cascade Engineering. NOTE: ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD. Revisions: BY: FIRST FLOOR FRAMING PLAN 11-7/8" BCI 90 @ 16 o.c. Solid block all posts from above to bearing below. F08 Post Load Transfer FIRST FLOOR FRAMING ALL JOIST AND BEAM SIZES ARE TO BE REVIEWED AND APPROVED BY DESIGNER OF RECORD PRIOR TO ORDERING MATERIALS AND STARTING CONSTRUCTION. Signature:_____________________ Date:_________________ Company:_________________ X Beam sizes changed from specification X Steel or flitch beams by others required Flush beams deeper than floor joists Verify Post and or column locations X Posts added (see notes on plan) Verify joists and beam lengths X Critical dimensions have been scaled Verify framing at fireplace Verify framing at stairwell Joist depth changed Joist direction changed X Joist series changed Joist spacing changed X Beams added for structural reasons Mid span bridging recommended Verify design criteria Note high deflection Connection by others req'd *** FOR REVIEW *** VERIFY ALL CHECKED ITEMS PRIOR TO ORDERING Please call with any questions or concerns (800 832-8089 Additional information required to complete joist layout X Shop drawing is an estimate only, not for construction Based on truss roof system
Transcript
Boise I-Joist can be offset up to 3" to avoid vertical plumbing.
Joist
3" max
CL Joist
3" max
CL
OJ-A
OJ-A Offset Joist with Graphics
See Boise literature for
Nail Boise Rimboard
nail into each flange.to BCI joist with 8d
Boise R
imboard
vertical load capacity.
®
F07
F07 BCI Rim Joist Perpandicular
points & at each end of blockingrequire web stiffeners at bearingNote: 18" and 20" depth joists
Boise joistblocking
vertical load capacity.See Boise literature for joist blocking
F01
F01Boise Joist Blocking at EndBearing
cut, notch or drill flangesDO NOTDN01
DN01 DO NOT Cut Flanges
BCI joist23/32" min. plywood/OSB
plywood/OSB rated
with 8d nail into each flange.
sheathing reinforcement.
23/32" min.
deeper joists.each side with 18" and
Web stiffener required
or rimboard closure. Nail
2'0"
2'0"
cantilever
required for
blocking
blockBacker
®F21
F21 BCI Reinforced Cantilever
against top flange with 1/8"
Boise Rim BoardWeb Stiffener
for 14" & 16" joists.
5 - 3" (10d) nails
gap between bottom flange
1/8"
Stiffeners are required on both sides
- Hangers with side nailing.
- Any hanger with sides not
containing the top flange
with 3 - 3" (10d)
- Web stiffener nailed
of the joist.
11 7/8" joists, and
nails for 9 1/2" and
of the web when :
Point Load from above > 1500 lbs. (Factored)
Install web stiffeners tight
For Point Load from above:
F16-E
F16-E Web Stiffeners
Stagger nails from both
and by 25% for non - snow load roofs where building code allows.Nail values may be increased by 15% for snow load roofs
Nail pattern for 3 - piece member must occur on both sides.
2" min.
See chart16d sinker nails
Double & Triple 1-3/4" Versa-Lam
( a )
12" o.c.
sides to avoid splitting.
3 ( a ) 350 525
Max. Uniform Load
Nail Pattern
MembersNumber of
2
Side Loaded Connection
( lbs. per In. ft. )
2 rows
470
3 rows
705
®B12-A
B12-AMultiple VL Connection Side Load Nail
See Note 3
End Bearing1/3 Span
Intermediate Bearing
1/3 Depth
NOTES:1. Square and rectangular holes are NOT permitted.
2. Round holes may be drilled or cut with a hole saw anywhere within the hatched area
of the beam.
3. The horizontal distance between adjacent holes must be at least two times the
diameter of the larger hole.
4. Do not drill more than three access holes in any four foot long section of beam.
5. The maximum round hole diameter permitted is:
6. These limitations apply to holes drilled for plumbing or wiring access only. The size
and location of holes drilled for fasteners are governed by the provisions of the
National Design Specification® for Wood Construction.
7. Beams deflect under load. Size holes to provide clearance where required.
8. This hole chart is valid for beams supporting uniform load only. For beams supporting
concentrated loads or for beams with larger holes, contact Boise® EWP Engineering.
Beam Depth
Maximum Hole Diameter
5 1/2" 7 1/4" 9 1/4" +
3/4" 1" 2"
1/3 Span
1/3 Depth
1/3 Depth
Allowable Holes in VERSA-LAM BeamsLVL-AH®
LVL-AH LVL Allowable Holes Diagram
POSTFROMABOVE
POSTFROMABOVE
POSTFROMABOVE
DOUBLE EVERY OTHER JOISTUNDER KITCHEN ISLAND.
Comment 61
CENTER GIRDER SHIFTED TO BELOW CENTER BEARING WALL TO
ELIMINATE ADDITIONAL BEAMS.
VERIFY.
Comment 62
BEAM ADDED TOSUPPORT HEADERFROM ABOVE.
Comment 63
BEAM SHIFTED FORWARDTO PICKUP POINT LOADFROM ABOVE.VERIFY.
Comment 64
LVL HEADER ADDEDComment 65
POSTREQUIRED HERE TOSUPPORT MULTIPLE LOADSFROM ABOVE.
X Beam sizes changed from specificationX Steel or flitch beams by others requiredFlush beams deeper than floor joistsVerify Post and or column locations
X Posts added (see notes on plan)Verify joists and beam lengths
X Critical dimensions have been scaledVerify framing at fireplaceVerify framing at stairwell
Joist depth changedJoist direction changed
X Joist series changedJoist spacing changed
X Beams added for structural reasonsMid span bridging recommendedVerify design criteriaNote high deflectionConnection by others req'd
*** FOR REVIEW ***VERIFY ALL CHECKED ITEMS PRIOR TO ORDERING
Please call with any questions or concerns(800 832-8089
Additional information required to complete joist layoutX Shop drawing is an estimate only, not forconstructionBased on truss roof system
See Note 3
End Bearing1/3 Span
Intermediate Bearing
1/3 Depth
NOTES:1. Square and rectangular holes are NOT permitted.
2. Round holes may be drilled or cut with a hole saw anywhere within the hatched area
of the beam.
3. The horizontal distance between adjacent holes must be at least two times the
diameter of the larger hole.
4. Do not drill more than three access holes in any four foot long section of beam.
5. The maximum round hole diameter permitted is:
6. These limitations apply to holes drilled for plumbing or wiring access only. The size
and location of holes drilled for fasteners are governed by the provisions of the
National Design Specification® for Wood Construction.
7. Beams deflect under load. Size holes to provide clearance where required.
8. This hole chart is valid for beams supporting uniform load only. For beams supporting
concentrated loads or for beams with larger holes, contact Boise® EWP Engineering.
Beam Depth
Maximum Hole Diameter
5 1/2" 7 1/4" 9 1/4" +
3/4" 1" 2"
1/3 Span
1/3 Depth
1/3 Depth
Allowable Holes in VERSA-LAM BeamsLVL-AH®
LVL-AH LVL Allowable Holes Diagram
Stagger nails from both
and by 25% for non - snow load roofs where building code allows.Nail values may be increased by 15% for snow load roofs
Nail pattern for 3 - piece member must occur on both sides.
2" min.
See chart16d sinker nails
Double & Triple 1-3/4" Versa-Lam
( a )
12" o.c.
sides to avoid splitting.
3 ( a ) 350 525
Max. Uniform Load
Nail Pattern
MembersNumber of
2
Side Loaded Connection
( lbs. per In. ft. )
2 rows
470
3 rows
705
®B12-A
B12-AMultiple VL Connection Side Load Nail
BCI joist23/32" min. plywood/OSB
plywood/OSB rated
with 8d nail into each flange.
sheathing reinforcement.
23/32" min.
deeper joists.each side with 18" and
Web stiffener required
or rimboard closure. Nail
2'0"
2'0"
cantilever
required for
blocking
blockBacker
®F21
F21 BCI Reinforced Cantilever
against top flange with 1/8"
Boise Rim BoardWeb Stiffener
for 14" & 16" joists.
5 - 3" (10d) nails
gap between bottom flange
1/8"
Stiffeners are required on both sides
- Hangers with side nailing.
- Any hanger with sides not
containing the top flange
with 3 - 3" (10d)
- Web stiffener nailed
of the joist.
11 7/8" joists, and
nails for 9 1/2" and
of the web when :
Point Load from above > 1500 lbs. (Factored)
Install web stiffeners tight
For Point Load from above:
F16-E
F16-E Web Stiffeners
cut, notch or drill flangesDO NOTDN01
DN01 DO NOT Cut Flanges
points & at each end of blockingrequire web stiffeners at bearingNote: 18" and 20" depth joists
Boise joistblocking
vertical load capacity.See Boise literature for joist blocking
F01
F01Boise Joist Blocking at EndBearing
See Boise literature for
Nail Boise Rimboard
nail into each flange.to BCI joist with 8d
Boise R
imboard
vertical load capacity.
®
F07
F07 BCI Rim Joist Perpandicular
Boise I-Joist can be offset up to 3" to avoid vertical plumbing.
Joist
3" max
CL Joist
3" max
CL
OJ-A
OJ-A Offset Joist with Graphics
POSTFROMABOVE
POSTFROMABOVE
POSTFROMABOVE
POSTFROMABOVE
POSTFROMABOVE
POSTFROMABOVE
POSTFROMABOVE
POSTFROMABOVE
POSTFROMABOVE
POSTFROMABOVE
POSTFROMABOVE
POSTFROMABOVE
POSTFROMABOVE
POSTFROMABOVE
POSTFROMABOVE
POSTFROMABOVE
POSTFROMABOVE POST
FROMABOVE
POSTFROMABOVE
VERIFY BEAMLOCATIONS
Comment 45
WALL ASSUMEDNON-BRG.
Comment 46
BEAM ADDED TOSUPPORT RIDGEBEAM END ABOVE.
Comment 47
KNEEWALLSASSUMED BEARING
Comment 48
BEAM ADDED TOSUPPORT ROOF
Comment 49
HEADER MOVEDWITH POSTABOVE TO TRANSFER LOADSTO FOUNDATIONWALL.
