HomeMy WebLinkAboutEngineer's Framing Letter 05.04.202316-00-00
B1 B2
1
Total Horizontal Product Length = 16-00-00
1
Page 1 of 2
Single 11-7/8"BCI®60-2.0 DF
J01 (Joist)
BC CALC®Member Report Dry |1 span |No cant.|16"OCS |Repetitive |Glued &nailed May 4,2023 11:28:21
Build 8545
Job name:FINNBAR File name:
Address:28 FINNBAR Description:
City,State,Zip:CARBONDALE,CO,81623 Specifier:
Customer:Designer:LD Burgess
Code reports:ESR-1336 Company:Boise Grand Junction
Page 1 of 2
Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live
B1,2"427 /0 160 /0
B2,2"427 /0 160 /0
Load Summary Live Dead Snow Wind Roof
Live
OCS
Tag Description Load Type Ref.Start End Loc.100%90%115%160%125%
1 Standard Load Unf.Area (lb/ft²)L 00-00-00 16-00-00 Top 40 15 16"
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 2286 ft-lbs 36.7%100%1 07-11-15
End Reaction 587 lbs 47.4%100%1 00-00-00
End Shear 574 lbs 34.3%100%1 00-02-00
Total Load Deflection L/829 (0.229")29.0%n\a 1 07-11-15
Live Load Deflection L/1140 (0.166")42.1%n\a 2 07-11-15
Max Defl.0.229"22.9%n\a 1 07-11-15
Span /Depth 16.0
Notch Repair #1 Reinforcement Required
Notch Summary Center Ref.Flange Type Depth Length
N01 03-00-00 L Top Side 1"2"
Bearing Supports Dim.(LxW)Value
%Allow
Support
%Allow
Member Material
B1 Hanger 2"x 2-5/16"587 lbs n\a 47.4%Hanger
B2 Hanger 2"x 2-5/16"587 lbs n\a 47.4%Hanger
BC FloorValue®Summary
BC FloorValue®:Subfloor:3/4"OSB,Glue +Nail
Minimum Enhanced Premium Subfloor Rating:Premium
Controlling Location:08-00-00
Cautions
Hanger model Hanger was not found.Hanger has not been analyzed for adequate capacity.
Notes
Design meets Code minimum (L/240)Total load deflection criteria.
Design meets User specified (L/480)Live load deflection criteria.
Design meets arbitrary (1")Maximum Total load deflection criteria.
Composite EI value based on 3/4"thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
BC CALC®analysis is based on IBC 2009.
Calculations assume member is fully braced.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy,prior to
anyone relying on such output as
evidence of suitability for a particular
application.The output here is based on
building code-accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask
questions,please call (800)232-0788
before installation.
BC CALC®,BC FRAMER®,AJS™,
ALLJOIST®,BC RIM BOARD™,BCI®,
BOISE GLULAM™,BC FloorValue®,
VERSA-LAM®,VERSA-RIM PLUS®,
Page 2 of 2
Single 11-7/8"BCI®60-2.0 DF
J01 (Joist)
BC CALC®Member Report Dry |1 span |No cant.|16"OCS |Repetitive |Glued &nailed May 4,2023 11:28:21
Build 8545
Job name:FINNBAR File name:
Address:28 FINNBAR Description:
City,State,Zip:CARBONDALE,CO,81623 Specifier:
Customer:Designer:LD Burgess
Code reports:ESR-1336 Company:Boise Grand Junction
Page 2 of 2
Repair Details:Flange Notches
NOTE:This repair is valid only for the Boise Cascade product listed above per the design information
listed,and applicable to one member only.This is only applicable to one notch and any additonal
notches require additional review.The project’s design professional of record is responsible for
validating that all design information listed complies with the corresponding requirements in the
structural plans and by the actual end use of the component.
Notch Tag:1 Location:03-00-00
a =2"
b =6"
c =1"
Installation Notes
1)Apply construction adhesive to cover all contact surfaces.
2)Install reinforcement tight to underside of top flange.
3)Nail reinforcement with 2 rows 0.128"x 3"(10d box)Nails,clinched,or 2 rows #8 x 2-1/2"wood
screws @ 6"o.c.
4)Center reinforcement about center of flange notch.