Specifications AG Rolin Consulting
11300 SE Linn Lane, Boring, OR 970094 _ • ,n;
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16. (503) 663-9960 AGROLIN@aAOL.COM
Al STRUCTURAL DESIGN, ENGINEERING&CONSULTING
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STRUCTURAL CALCULATIONS
CITY OF TIGARD
PROJECT: Galinat Residence -INVlEFOR CODE COMPLIANCE
Approved: J ]
OTC:
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ADDRESS: Tigard, Oregon Permit #•
Address:
Suite#:
CLIENT: Icon Architecture By: >�� Date: J I I4
JOB NUMBER: G17o1
REVISION
ATTACHED PLEASE FIND CALCULATIONS, SHEETS 1 THROUGH 11, DATED
JANUARY 2017, WHICH VERIFY THE STRUCTURAL ADEQUACY OF THE REVISED
FLOOR FRAMING AND FOUNDATIONS FOR THE ABOVE REFERENCED PROJECT.
DESIGN WAS BASED ON THE REQUIREMENTS OF THE 2014 OREGON
STRUCTURAL SPECIALTY CODE.
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(iiiiiir 0 R T E MEMBER REPORT PORCH FRAMING,J1PASSED
1 piece(s) 2 x 8 Douglas Fir-Larch No. 2 0 16r,OC
Overall Length:9'0.00"
+ +
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7'0.00" ',' 2'0.00"
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All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Results Actual a Location Allowed Result LDF Load:Combination(Pattern) System:Floor
Member Reaction(lbs) 426 @ 6'10.25" 3281(3.50") Passed(13%) -- 1.0 D+1.0 L(All Spans) Member Type:Joist
i Shear(lbs) 214 @ 6'1.25" 1305 _Passed(16%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
!Moment(Ft-lbs) 382 @ 3'5.24" 1360 Passed(28%) 1.00 1.0 D+1.0 L(Alt Spans) Building Code:IBC 2012
Uve Load Def.(in) -0.032 @ 9'0.00" 0.200 Passed -- 1.0 D+1.0 L(Alt Spans) i Design Methodology.ASD
X211999+) _
Total Load Defl.(in) -0.037 @ 9'0.00" 0.215 Passed -- 1.0 D+1.0 L(Alt Spans)
,_(211999+)
TJ-Pro''Rating N/A N/A -- -- __
•Deflection criteria:LL(L/360)and TL(1/240).
•Overhang deflection criteria:LL(0.2")and TL(21/240).
•Top Edge Bracing(Lu):Top compression edge must be braced at 8'11.00"o/c unless detailed otherwise.
•Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 8'11.00"o/c unless detailed otherwise.
•A 15%increase in the moment capacity has been added to account for repetitive member usage.
•Applicable calculations are based on NOS.
•No composite action between deck and joist was considered in analysis.
Bearing Length Loads to Supports(lbs)
Supports Total Available Required Dead Floor
U Total Accessories
ve
1-Plate on concrete-DF 3.50" 2.25" 1.50" 64 188/-13 252/-13 1 1/4"Rim Board
L 2-Beam-OF 3.50" 3.50" 1.50" 116 310 426 Blocking
•Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed.
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Dead Floor Uve
Loads Location(Side) Spacing (0.90) (1.00) Comments
1-Uniform(PSF) 0 to 9'0.00" 16" 15.0 40.0 Residential-Living
Areas—
j�
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. 1
Weyerhaeuser expressly disclaims any other warranties related In 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.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested
in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/servicesfs_CodeReports.aspx.
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
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fa- FORTE ' MEMBER REPORT PORCH FRAMING,J2 PA SED
■ V Ii I 1 piece(s) 2 x 8 Douglas Fir-Larch No. 2 @ 16"OC
Overall Length: 11'2.40"
+ +
0
11
1,
11
1,1
9'2.40" 2'0.00" 4
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All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor
Member Reaction(lbs) 327 @ 2.50" 2109(2.25") Passed(15%) -- 1.0 D+1.0 L(Alt Spans) I Member Type:Joist
'Shear(lbs) 288 @ 8'3.65" 1305 Passed(22%) 1.00 1.0 D+1.0 L(All Spans) 1 Building Use:Residential
Moment(Ft-lbs) 694 @ 4'6.72" 1360 Passed(51%) 1.00 1.0 D+1.0 L(Alt Spans) Building Code:IBC 2012
I Live Load Defi.(in) -0.075 @ 11'2.40" 0.200 Passed(21./688) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD
Total Load Deft.(in) -0.095 @ 11'2.40" 0.215 Passed(21./542) -- 1.0 D+1.0 L(Alt Spans)
1 Ti-Pro""Rating N/A N/A -- -- --
• Deflection criteria:LL(L/360)and TL(11240).
•Overhang deflection criteria:U.(0.2")and T1(21/240).
•Top Edge Bracing(Lu):Top compression edge must be braced at 11'1.00"o/c unless detailed otherwise.
•Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 11'1.00"o/c unless detailed otherwise.
•A 15%increase in the moment capacity has been added to account for repetitive member usage,
•Applicable calculations are based on NDS.
•No composite action between deck and joist was considered in analysis.
IBearing Length Loads to Supports(lbs)
Supports Total Available Required Dead Floor
Total Accessories
Uve
1 1-Plate on concrete-DF 3.50" 2.25" 1.50" 87 247/-8 334/-8 1 1/4"Rim Board
-Beam-OF 3.50" 3.50" 1.50" 137 364 501 Blocking
•Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed.
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
I
Dead Floor live
Loads Location(Side) Spacing (0.90) (1.00) Comments
l 1-Uniform(PSF) 0 to 11'2.40" 16" 15.0 40.0 Residential-Uving
Areas
Weyerhaeuser.Notes (n��j
T SUSTAINABLE FORESTRY INITIATIVE
1 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
1 circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to
I assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested
in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx.
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
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,;�1MEMBER REPORT PORCH FRAMING,87 PASSED
FORTEx. 2 piece(s) 2 x 8 Douglas Fir-Larch No. 2
Overall Length:8'6.00"
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o
0
ii
X`` 6'6.00"
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2'0.00"
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All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
^
Design Results Actual 0 Location Allowed Result LDP Load:Combination(Pattern) System:Floor
Member Reaction(lbs) 1373 @ 6'3.25" 10313(5.50") Passed(13%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam
Shear(lbs) 624 @ 5'5.25" 2610 Passed(24%) 1.00 1.0 D+1.0 L(All Spans) I Building Use:Residential
Moment(Ft-lbs) 987 @ 3'2.09" 2365 Passed(42%) 1.00 1.0 D+1.0 L(Alt Spans) Building Code:IBC 2012
Live Load Defl.(in) -0.037 @ 8'6.00" 0.200 Passed -- 1.0 D+1.0 L(Alt Spans) Design methodology:ASD
_(21/999+) j
—
Passed 1
1 Total Load Defl.(in) -0.042 @ 8'6.00" 0.223 (2L/999+)_ -- 1.0 D+1.0 L(Alt Spans)
•Deflection criteria:LL(1/360)and TL(1J240).
•Overhang deflection criteria:LL(0.2")and TL(21/240).
•Top Edge Bracing(Lu):Top compression edge must be braced at 8'6.00"o/c unless detailed otherwise.
•Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 8'6.00"o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
r--- Bearing Length Loads to Supporta(lbs)
SupportsTotal Available Required Dead P ve Total Accessories
i 1-Column-DF 5.50" 5.50" 1.50" 215 561/-71 7761-71 Blocking
1 2-Column-OF 5.50" 5.50" 1.50" 418 955 1373 Blocking
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Tributary Dead Floor Live
Loads Location(Side) Width (0.90) (1.00) Comments
0-Self Weight(PLF) 0 to 8'6.00" N/A 5.5 I
1-Uniform(PLF) 0 to 8'6.00"(Top) N/A 69.0 170.0 Residential-Living
Areas
Weyerhaeuser Notes t[j}f�
SUSTAINABLE FORESTRY INITIATIVE
i 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.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested
in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx.
'The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
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.rg '' MEMBER.REPORT PORCH FRAMING,B8 PASSED
F O R T E 2 piece(s) 2 x 8 Douglas Fir-Larch No. 2
Overall Length: 12'0.00"
1
+ +
9'0.00" 3'0.00" 1.
4.
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All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.
Design Results Actual 0 Location Allowed Result LDF Load:Combination(Fathom) System:Floor
Member Reaction(Ibs) 1417 @ 8'9.25" 10313(5.50") Passed(14%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam
i Shear(Ibs) 844 @ 7'11.25" 2610 Passed(32%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-lbs) 1746 @ 5'0.94" 2365 Passed(74%) -1.00 1.0 D+1.0 L(Alt Spans) Building Code:IBC 2012
Live Load Defl.(in) -0.138 @ 12'0.00" 0.215 Passed(21/562) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD
[Total Load Defl.(in) -0.177 @ 12'0.00' 0.323 Passed(21/438) -- 1.0 D+1.0 L(Alt Spans) ,
• Deflection criteria:IL(11360)and TI.(1/240).
•Overhang deflection criteria:LL(21/360)and TL(21/240).
•Top Edge Bracing(Lu):Top compression edge must be braced at 12'0.00"o/c unless detailed otherwise.
•Bottom Edge Bracing(W):Bottom compression edge must be braced at 12'0.00"o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
1 Bearing Length Loads to Supports(Ibs)
Supports Total Available Required Dead FI.i,rc Total Accessories
1 1-Column-DF 5.50" _ 5.50" 1.50" 165 415/-33 580/-33 Blocking
2-Column-DF 5.50" 5.50" 1.50" 419 998 1417 Blocking
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Tributary Dead Floor Live
Loads Location(Side) Width (0.90) (1.00) Comments
0-Self Weight(PIE) 0 to 12'0.00" N/A 5.5
I
Resid
1-Tapered(PLF) 0 t(FtoOn I0 N/A 0.0 to 105.0 0.0 to 280.0 ential-Living
Areas1
9'0.00"to 12' Residential-Living
.0 to 30.0 0.0 to 80.0
0.00"(Front) Areas
Weyerhaeuser Notes 0 SUSTAINABLE FORESTRY INI TiATIVE
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.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested
in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx.
!The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
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E F R E=ML., .REPORT PORCH FRAMING,NEW 89 F L-E
P 0 T1 piece(s) 5 1/4" x 117/8" 2.2E Parallam® PSL (A..7 pc pvt,"/
This product failed due to an excessive uplift of-1561 lbs at support located at 4.00".
Overall Length:9'8.00"
0 1 1 0
t.
7'0.00" X 2'8.00" I'
4
0 0
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Results Actual 0 Location Allowed _Result LDF Load:Combination(Pattern) System:Floor
Member Reaction(lbs) 13952 @ 6'9.25" 18047(5.50") Passed(77%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam
!Shear(lbs) 9618 @ 7'11.88" 13861 Passed(69%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential
Moment(Ft-lbs) -24631 @ 6'9.25" 34332 _Passed(72%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012
Live Load Defl.(in) 0.169 @ 9'8.00" 0.200 Passed(21/410) -- 1.0 0+1.0 S(All Spans) Design Methodology:ASO
Total Load Defi.(In) 0.270 @ 9'8.00" 0.290 Passed(21./258) -- 1.0 D+1.0 S(All Spans)
•Deflection criteria:IL(L/360)and TL(1/240).
•Overhang deflection criteria:LL(0.2")and TL(21/240).
•Top Edge Bracing(Lu):Top compression edge must be braced at 9'8.00"o/c unless detailed otherwise.
•Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 9'8.00"o/c unless detailed otherwise.
Bearing Length Loads to Supports(Ws)
SupportsFloor
Total Available Required Dead Snow Total Accessories
1-Column-OF 5.50" 5.50" 1.50" 134 142/-26 1694 429/-1720 Blocking
I
'2-Column-DF 5.50" 5.50" 4.25" 5658 271 8294 14223 Blocking
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Tributary Dead Floor Live Snow
Loads Location(Side) Width (0.90) (1.00) (1.15) Comments
o-Self Weight(PLF) 0 to 9'8.00" N/A 19.5
i1-Uniform(PLF) 0 to 9'8.00"(Top) N/A 95.0 40.0 Residential-Living
i Areas
1 2-Point(Ib) 9'4.00"(Top) N/A 3493 - 5933
3-Point(Ib) 0(Front) N/A 1192 - 1334 i
Weyerhaeuser Notes (ZS SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of Its products wilt be in accordance with Weyerhaeuser product design criteria and published design values. it
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.Weyerhaeuser Engineered lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested
in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx.
iThe product application,input design loads,dimensions and support information have been provided by Forte Software Operator
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MEMBER REPORT PORCH FRAMING,NEW B10 PAWED
, :FORTER T E 1 piece(s)4 x 8 Douglas Fir-Larch No. 2
Overall Length:8'0.00"
•
8'0.00"
a a
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor
Member Reaction(lbs) 1530 @ 2.00" 7656(3.50") Passed(20%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam
'Shear(lbs) 1187 @ 10.75" 3045 Passed(39%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-lbs) 2810 @ 4'0.00" 2989 Passed(94%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2012
Live Load Defl.(in) 0.119 @ 4'0.00" 0.256 Passed(L/771) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD
Total Load Defl.(in) 0.167 @ 4'0.00" 0.383 Passed(L/550) -- 1.0 D+1.0 L(All Spans) _j
• Deflection criteria:LL(L/360)and TL(1/240).
•Top Edge Bracing(Lu):Top compression edge must be braced at 8'0.00"o/c unless detailed otherwise.
•Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 8'0.00"o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports(ibs)
I CPPD Total Available Required Dead FloorLive Total Accessories
1-Column-DF 3.50" 3.50" 1.50" 438 1092 1530 Blocking
2-Column-DF 3.50" 3.50" 1.50" 438 1092 1530 Blocking
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Tributary Dead Floor Live
Loads Location(Side) Width (0.90) (1.00) Comments
j 0-Self Weight(PLF) 0 to 8'0.00" N/A 6.4
I-Uniform(PLF) 0 to 8'0.00"(Top) N/A 103.0 273.0 Areas al-Living
Weyerhaeuser Notes
-- `— (!�SUSTAINABLEFORESTRY INITIATIVEWeyerhaeuser 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.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested
in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/senrices/s_CodeReports.aspx.
+The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
S,f:wsa e Oiler&<, Job 1/11j:20:7 1,.,...,,
1 b
1
A MEMBER REPORT PORCH FRAMING,NEW B11 PASSED
T 1 piece(s) 6 x 8 Douglas Fir-Larch No. 1
Overall Length: 10'0.00"
•
+ +
o - - 0
'` 10'0.00"
a a
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
v
'Design Results Actual 1D Location Allowed Result LDF Load:Combination(Pattern) System:Floor
Member Reaction(lbs) 1652 @ 4.00" 18906(5.50") Passed(9%) -- 1.0 0+1.0 L(All Spans) Member Type:Flush Beam
!Shear(lbs) 1294 @ 1'1.00" 4675 Passed(28%) 1.00 1.0 D+1.0 L(All Spans) I Budding Use:Residential
'Moment(Ft-lbs) 3598 @ 5' 5157 Passed(70%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2012
!Live Load Defl.(In) 0.129 @ 5'0.00" 0.311 Passed(L/871) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASO
[Total Load Defl.(in) 0.182 @ 5' 0.467 Passed(L1614) -- 1.0 D+1.0 L(All Spans) _
•Deflection criteria:LL(L/360)and TL(L/240).
•Top Edge Bracing(Lu):Top compression edge must be braced at 10'0.00"o/c unless detailed otherwise.
• Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 10'0.00"o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supporta(lbs) i
Supports Total Available Required Dead U�ver Total Accessories
1-Column-DF 5.50" 5.50" 1.50" 487 1165 1652 Blocking
2-Column-DF 5.50" 5.50" 1.50" 487 1165 1652 Blocking
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Tributary Dead Floor Live
Loads Location(Side) Width (0.90) (1.00) Comments
0-Self Weight(PLF) Oto 10'0.00" N/A 10.4
1-Uniform(NS) N/A to 10' .00 N /A 87.0 233.0 ental-Living
Areas
Weyerhaeuser Notes
���})
_- _- -- — _-- -`- ti SUSTAINABLE FORESTRY INITIATIVE
1 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.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested
in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/servicesgs_CodeReports.aspx.
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
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FORTEFORTE MEMBER REPORT PORCH FRAMING,NEW B12 PASSED
1 piece(s) 6 x 8 Douglas Fir-Larch No. 1
Overall Length: 12'0.00"
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All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Results Actual 51 Location Allowed Result LDF Load:Combination(Pattern) 1 System:Floor
Member Reaction(lbs) 2383 @ 9'9.25" 18906(5.50") Passed(13%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam
Shear(lbs) 1364 @ 8'11.00" 4675 Passed(29%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-lbs) 3559 @ 4'11.69" 5157 Passed(69%) 1.00 1.0 D+1.0 L(Alt Spans) Building Code:IBC 2012
Live Load Defl.(In) -0.102 @ 12'0.00" 0.200 Passed(2L/526) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD
Total Load Dell.(in) -0.133 @ 12'0.00" 0.223 Passed(2L/402) -- 1.0 D+1.0 L(Alt Spans)
•Deflection criteria:11(U360)and TL(L/240).
•Overhang deflection criteria:LL(0.2")and TL(21/240).
•Top Edge Bracing(Lu):Top compression edge must be braced at 12'0.00"o/c unless detailed otherwise.
•Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 12'0.00"o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
r Bearing Length Loads to Supports(lbs)Supports Total Available Required Dead Live Total Accessories
1-Column-OF 5.50" 5.50" 1.50" 467 1177/-61 1644/-61 Blocking
�2_Column-DF 5.50" 5.50" 1.50" 703 1680 2383 Blocking
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Tributary Dead Floor Live
Loads Location(Side) Width (0.90) (1.00) Comments
0-Self Weight(PLF) 0 to 12'0.00" N/A 10.4
1-Uniform(PLF) 0 to 12 0(Too.00"
N/A 87.0 233.0areal-Living
Weyerhaeuser Notes (Zy)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.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested
in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx.
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
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