HomeMy WebLinkAboutLVL SPECS Client: George Reed Date: 12/15/2025 Page 1 of 2
Project: Input by: Dan Labastie
isDesign Address: 879 Route 6A Job Name: 251215_Reed_879Route6A2-arR E C E I V E D
Yarmouthport MA Project if:
CB1 2.1E RigidLam LVL DF or SP 1.750" X 7.250" 2-Ply - PASSED Level:Level DEC 16 2025
•
BUILDING DEPARTMENT
By•
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II
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Roseburg • Roseburg Roseburg 71/4"
ED1 S O PF 0-3-0 2 SPF 0-3- 3 1/2"
'� 9'10" '�
10'4"
Member Information Reactions UNPATTERNED lb(Uplift)
Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const
Plies: 2 Design Method: ASD 1 Vertical 775 813 0 0 0
Moisture Condition: Dry Building Code: IRC 2021 2 Vertical 775 813 0 0 0
Deflection LL: 360 Load Sharing: No
Deflection IL: 240 Deck: Not Checked
Importance: Normal-II
Temperature: Temp<=100°F
General Load Bearings
Floor Live: 40 PSF Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb.
Dead: 10 PSF 1 -SPF 3.000" Vert 36% 813/775 1588 L D+L
Snow: 30 PSF 2-SPF 3.000" Vert 36% 813/775 1588 L D+L
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Moment 3811 ft-lb 5'7' 8436 ft-lb 45% D+L L
Unbraced 3811 ft-lb 5'7' 8436 ft-lb 45% D+L L
Shear 1326 lb 101/4" 4906 lb 27% D+L L
LL Defl inch 0.150(L/795) 57' 0.332(L/360) 45% L L
TL Defl inch 0.308(U388) 5'7' 0.498(L/240) 62% D+L L
Design Notes
1 Provide support to prevent lateral movement and rotation at the end bearings.
2 Fasten all plies using 2 rows of Pneumatic Gun Nail(.120x3.25")at 12"o.c.Maximum end
distance not to exceed 6".
3 Refer to last page of calculations for fasteners required for specified loads.
4 Girders are designed to be supported on bottom edge only and across their full width.
5 Top loads must be supported equally by all plies.
6 Top must be continuously laterally braced.
7 Bottom must be laterally braced at bearings.
8 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Wdth Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments
1 Uniform 15-0-0 Top 10 PSF 10 PSF 0 PSF 0 PSF 0 PSF NS Attic up to 30'SC
Self Weight 7 PLF •
Notes ch.niws a For net roofs provide proper drainage to prevent 665 Church St, MA
Calculated Structured Designs is responsible onlyores Handling&Installation p0"dn9 Roseburg Forest Products 01588
structural edeptecy of this component based on the 1.LVL beams must rod be cut or railed 3661 Gateway Street (508)-234-4545
design criteria and loadings sho.s, it is ale 2.Rear to manufacturers product idametion Springfield,OR 97477
responsibility of the customer and/or the cwdr etcr to "min, en4Mtan repirrnent% nuA..py (541)679-3311
ensure the corrpannt sulahltty of the ntnd.d fastening details,beam strength views.and code
Lumbera �to verify the dimensions and weds. Damages www PR-L289,
6 O A
9.Damaged seems must nee a used APA:PR-L289,PR-L270,ICC-ES: ^^�`
1,Dry servla wrtdtlans,oasts nol.d oesrvtia 4.Design assumes top edge is Merely restrained ESR-1210
2.LVL not to W diced ut4 is retardant a ate a.Proude lateral support et bearing points to ovoid LUMBER&HARDWARE
arelea.t dagewera sod,..wanThis design is valid until 2/282028
Version 25.20.1080 Powered by iStruct'"Dataset 25081904.1 CSD I _-
Client: George Reed Date. 12/15/2025 Page 2 of 2
Project: Input by: Dan Labastie
isDesign Address: 879 Route 6A Job Name: 251215_Reed_879Route6A_Yar...
Yarmouthport MA Project#:
CB1 2.1E RigidLam LVL DF or SP 1.750" X 7.250" 2-Ply- PASSED Level'Level
a
V
• C X 31/2„
1 SPF 0-3-0 2 SPF 0-3-
1 1
9'10"
10'4"
Multi-Ply Analysis
Fasten all plies using 2 rows of Pneumatic Gun Nail (.120x3.25") at 12"o.c..Maximum end distance not to exceed 6".
Capacity 0.0%
Load 0.0 PLF
Yield Limit per Foot 163.0 PLF
Yield Limit per Fastener 81.5 lb.
CM 1
Yield Mode IV
Edge Distance 1 1/2"
Min.End Distance 3"
Load Combination
Duration Factor 1.00
Notes chemicals 6.For net roofs provide proper drainage to Prevent 665 Church St, MA
c.i wated structured Desigm in responsible any am. Handling S Installation doming Roseburg Forest Products 01588
stnxturat.d.ptecy of min corrpan•nt belled on m. I.cvi.beams must not be cut or drilled 3661 Gateway Street
design criteria end twangs show. It a m ate
e 2.Ralf to menufadurees product :,n,mr;n, Springfield,OR 97477 (508)-234-4545
responsibik of the customer and/or the contractor to regarding ind.mtian r•gii,.rents, md&py
ensure the component nuitandty of the intended radening detaas,beam strength values,and node (541)679-3311
epplicebon,end to verify the dimensions and loads. approvals iw.w.roseburg.com
Lumber 3.Damaged elms must riot be used APA:PR-L289,PR-L270,ICC-ES: / KOKOO pMAN
I.Dry service eondtla+s unless noted otherwise 4.Design eaumaa top edge is laterally restrained ESR-1210 ►t�.lL' +
I 2.Dry not is be treated uir ssire noted
06r or corrosive e.Provide lateral support at bearing pants to avoid LUMBER&HARDWARE
toliteral dsplacenrra and roteian This design is valid until 2328/2028
Version 25.20.1080 Powered by iStructr"Dataset 25081904.1 C S D
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