HomeMy WebLinkAboutM002.0 - EWP Layoutcut, notch or drill flangesDO NOTDN01
Boise joist hole chart.
Minimum distance per
cut holes near bearing supportDO NOTDN04
required for cantilever.BCI / AJS joist blocking
LVL Rim
8d nails @ 6" o.c.
®
Inverted hanger
F05-A
required for cantilever.
BCI joist blocking
23/32" min. plywood/OSB
into each flange.
Nail with 8d nails
or rimboard closure.
®
F05
Boise I-Joist can be offset up to 3" to avoid vertical plumbing.
Joist
3" max
CL Joist
3" max
CL
OJ-A Note: Sheathing shall
not span greater than rating
(stacked over wall below)
Load bearing wall above
See Boise literature for
vertical load capacity.
BCI Joist Blocking®
F06
Web stiffeners are not required when top
flange is laterally supported by joist hanger.
D
0.6 X Joist depth
F16-C
See Boise literature for
Nail Boise Rimboard
nail into each flange.
to BCI joist with 8d
B o is e R im b o a r d
vertical load capacity.
®
F07
above to bearing below.
Solid block all posts from
F08
above to bearing below.
Solid block all posts from
F08-A
2x block
(stacked over wall below)
1/16"
Load bearing wall aboveF09
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
10-10d nails.
Nail with
Filler block.
Install tight to top flange.
mount hanger load exceeds 250 lbs.
Backer block required where top
Backer block (12" wide min.)
Nail with 10- 10d nails.
Install tight to top flange.
Joist hanger
F10
(see chart)
Filler Block
Contact Boise EWP Engineering for specific conditions.
Connection valid for all applications.
Nailing 12" OC
Web-Filler
Connection
Double BCI Joist®F58-B
6500s 1.8
90 2.0
60 2.0
Backer and Filler Block Dimensions
Filler Block Thickness
3/4" or 7/8"5000s 1.8
6000s 1.8
wood panels
BCI Joist
Series
®
Thickness
Backer Block
wood panels
wood panels
wood panels
1-1/8" or two 1/2"
2 x __ lumber
1-1/8" or two 1/2"
1-1/8" or two 1/2"
Two 3/4" wood panels or 2 x __
2 x __ + 5/8" or 3/4" wood panel
2 x __ + 5/8" or 3/4" wood panel
2 x __ + 5/8" or 3/4" wood panel
Double 2 x __ lumber
Products
PlotID Length Product Plies Net Qty
201 36' 0" MAX-CORE IB700 11 7/8" 1 7
202 36' 0" MAX-CORE IB700 11 7/8" 2 6
203 22' 0" MAX-CORE IB700 11 7/8" 1 2
204 18' 0" MAX-CORE IB700 11 7/8" 1 20
205 18' 0" MAX-CORE IB700 11 7/8" 2 2
206 16' 0" MAX-CORE IB700 11 7/8" 1 2
207 12' 0" MAX-CORE IB700 11 7/8" 1 2
208 4' 0" MAX-CORE IB700 11 7/8" 1 1
BBO 8' 0" 1 3/4" x 9 1/4" 2.0E Microllam® LVL 2 2
DB3 6' 0" 1 3/4" x 9 1/4" 2.0E Microllam® LVL 2 2
DB4 4' 0" 1 3/4" x 9 1/4" 2.0E Microllam® LVL 2 6
DB5 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 2
GDH 20' 0" 1 3/4" x 14" 2.0E Microllam® LVL 2 2
DB2 14' 0" 1 3/4" x 14" 2.0E Microllam® LVL 2 2
209 20' 0" 1 3/4" x 16" 2.0E Microllam® LVL 2 2
Rm-201 16' 0" 1 1/8" x 11 7/8" TJ® Rim Board 1 10
Bk201 4' 0" MAX-CORE IB700 11 7/8" 1 2
Bk202 2' 0" MAX-CORE IB700 11 7/8" 1 35 Start Framing Here 16" O.C. Spacing Start Framing Here at 19.2" ocConnector Summary
PlotID Qty Manuf Product
H201 4 Simpson IUS3.56/11.88
Second Floor Layout
FLUSH WITH BOTTOM OF JOIST
BBODB2DB5 209
GDHDB4DB3
DB4DB4Rm-201Rm-201Rm-201Rm-201
Rm-201Rm-201
Rm-201Rm-201Rm-201Rm-201207
205
207 208201
201
201
202
201
H201(2) - 203(11) - 204(4) - 204(5) - 204(2) - 206(3) - 201 (2) - 202Bk202Bk202Bk201Bk202Bk202Bk202Bk202H201H2016' 1 3/4"53' 8"35' 10"14' 8"18' 6"3' 6"1' 8"
2' 2 1/2"7' 0 1/2"3' 9 1/2"3' 11"11' 1"2' 4 1/2"10' 7"
1' 7 3/16"
1' 7 3/16"
1' 7 3/16"
1' 7 3/16"
1' 7 3/16"
1' 7 3/16"
1' 11 7/8"
1' 2 9/16"
1' 7 3/16"
11 3/4"
1' 6 1/8"
8 1/2"
1' 7 3/16"
1' 7 3/16"
1' 7 3/16"
1' 7 3/16"
1' 7 3/16"
1' 7 3/16"
1' 7 3/16"
1' 7 3/16"
1' 7 3/16"
1' 7 3/16"
9 3/4"
9 1/2"
1' 7 3/16"
1' 7 3/16"
1' 4"
1' 4"
1' 1"
1' 7"
1' 4"
1' 4"
1' 4"
1' 4 3/8"
1' 10"
1' 7 3/16"
8 1/8"
1' 1 5/8"22' 2"International Residential Code - R502.8.2 Engineered WoodProducts - - -Cuts, notches and holes bored in trusses, laminated veneer lumber, glue-laminatedmembers or I-joists are not permitted unless such penetrations are specifically considered in the design of the member or meet the manufacturers guidelines.
Plan Date: 10/04/2022
Boise BC FRAMER II / SAPPHIRE Structure
Structural Date: XX/XX/XX
Sheet: 1/1
LUMBER
Plan InformationAll materials, (EWP, hangers etc.)shall be installed per manufacturerspecific installation guides.Squash blocks shall be installed under allpoint loads, and are to be greater than orequal to the dimensions of the posttransferring the load from above.Builder or framer should review thismaterial placement layout prior tobeginning construction of floorsystem. This layout DOES NOTsupercede the plan set.Dimensions to any obstructions areapproximate and should be fieldverified. Any discrepancies will bereported prior to floor installation.
Current Date: 10/10/2022
Lot Number: TG106
Model: Chelsea
Builder: PYATT
Not To Scale By: JS/DW***ANYConcealed Flange HangersMUSTbe InstalledPRIORto Setting the Carried Members!! ***Indicates "NO CUT END" === Material to be Trimmed from OTHER END ONLY