28-011 (7) r°9 MEMBER REPORT Level,Floor Flush Beam'A" PASSED
4 piece(s) 13/4" x 16" 2.0E Microllam® LVL
Overall Length: 18'6"
o D
18'6„
0
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor
Member Reaction(Ibs) 9429 @ 4" 11900(4.00") Passed(79%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam
Shear(Ibs) 7783 @ V9 1/2" 24472 Passed(32%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential
Moment(Ft-Ibs) 42300 @ 9'17/16" 71562 Passed(59%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC
Live Load Defl.(in) 0.374 @ 9'4 1/8" 0.451 Passed(L/579) -- 1.0 D+1.0 S(All Spans) Design Methodology:Aso
Total Load Defl.(in) 1 0.560 @ 9'4" 0.902 Passed(L/387) -- 1.0 D+1.0 S(All Spans)
• Deflection criteria:LL(L/480)and TL(L/240).
• Bracing(Lu):All compression edges(top and bottom)must be braced at 15'2 5/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
Bearing Loads to Supports(Ibs)
Supports Total Available Required Dead Fl S.. Total Accessories
Live
1-Stud wall-SPF 5.50" 4.00" 3.17" 3113 439 6436 9988 1 1/2"Rim Board
2-Trimmer-SPF 3.00" 3.00" 1.83" 2991 324 6275 9590 None
•Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed.
Tributary Dead Floor Live Snow
Loads Location Width (0.90) (1.00) (1.15) Comments
1-Uniform(PSF) 0 to 18'6" 13' 14.4 40.0 existing roof load
2-Uniform(PSF) 0 to 18'6" 4' 12.4 40.0 new roof load
3-Uniform(PLF) 0 to 18'6" N/A 40.0 - - dead load from wall
above
4-Point(lb) 8' N/A 411 763 131 point load from beam
B'
Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to
assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application,input design loads,dimensions and support information have been provided by Ed RIckey
----- _... _._ _ _ __ ------ _
T rtc Sort4arQ ap r Aof Job I oip'c.
;50""r rxllv
• �,, F T C t MEMBE REPORT Level,Floor Drop Beam"B" PASSED
G 4 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
Overall Length:24'
0 0
I�
15' 9•
it Q 0
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual®Location Allowed Result LDF Load:Combination(Pattern) System:Floor
Member Reaction(Ibs) 5606 @ 15' 8925(3.50") Passed(63%) 1.0 D+1.0 L(Ail Spans) Member Type:Drop Beam
Shear(Ibs) 2778 @ 13'11" 6075 Passed(46%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-Ibs) -7417 @ 15' 9229 Passed(80%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Live Load Defl.(in) 0.118 @ 7'1 112" 0.489 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD
[Total Load D_efl.(in) 0.224 @ 7'1/2" 0.733 Passed(U786) 1.0 D+1.0 L(Alt Spans)
Deflection criteria:LL(L/360)and TL(L/240).
• Bracing(Lu):All compression edges(top and bottom)must be braced at 16'5 7/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
Applicable calculations are based on NDS 2005 methodology.
Bearing Loads to Supports(Ibs) -
Supports Total Available Required Dead Floor Total Accessories
1-Stud wall-SPF 5.50" 5.50" 1.50" 1152 1173/-43 256 2581/-43 Blocking
2-Stud wall-SPF 3.50" 3.50" 2.20" 2830 2776 617 6223 Blocking
3-Hanger on 11 1/4"LVL beam 3.50" Hanger' 1.50" 418 763/-296 131 1 1312/-296 1 See note i
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
•At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• 1 See Connector grid below for additional information and/or requirements.
Connector:Simpson St -Tie Connectors
Support Model Seat Length Top Nails Face Nails Member Nails Accessories
3-Face Mount Hanger HHUS210-4 3.00" N/A 30-16d common 10-16d double shear
Tributary Dead Floor Live Snow
Loads Location width (0.90) (1.00) (1.15) Comments
1-Uniform(PSF 0 to 24' 1' 14.4 40.0 existing roof load-
able end overhang._
2-Uniform(PSF) 0 to 24' 6' 12.0 30.0 - floor joist load
dead load from wall
3-Uniform(PLF) 0 to 24' N/A 80.0 - - above
r erhaeuser Notes SUSTAINABLE FORESTRY INn"O IVE
haeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
haeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to
vent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to
that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application,input design loads,dimensions and support information have been provided by Ed RIckey
}
es f 5csfty Asa Op,".rtr
Job N, kes
,
"100 SUMMARY REPORT
SampsonAte CC�� 111
01:Level
Member Name Results Current Solution Comments
Floor:Drop Beam"B" Passed 4 Piece(s)2 x 12 Spruce-Pine-Fir No.1/No.2
Floor:Flush Beam"A" Passed 4 Pieces)1 3/4"x
a 16"2.0E Microllam®LV_L
l
13 p L5
-------------------------- --------------------------
d �a
s,Softwmf op. It'rr �Jrt3 deatz.
5 k
IS �-�