Plans (73) Scale 1" = 25' SCD
AUG 2 4 2017
CITY OF i I9 AR
50' BUILDING MVISIO�. 52,
54'
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\ REVIEWED FOR CODE COMPLIANCE
a� / Approved: OFFICE COPY
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~ - 101.27'-Property line 6.4— ---
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Lot Size = 20001 .7 sft
Building Coverage area = 4338 sft (21 .7%)
Impervious coverage = 2670 sft (13.3%)
Date File No.
Designed J.WAINWRIGHT 7/7/17 Site_Plan
OFFICE COPY Drawn J.WAINWRIGHT 7/7/17 Drawing No.
Checked
Job Class_
Approved Sheet of
, A ,
SHERIVIAN
ENGINEERING 3151 NESANDY BLVD.,Surr£ 100
PORTLAND,OR 97232
INC PHONE(503)230-8876
SHERMANENGINEERS,COM
Structural Calculations
July 25, 2017
Wainwright Remodel
7660 SW Fir St .
Tigard, OR 97223
SEI Project# 17-MS1U-08-001 }+
Prepared For: as 6'a,
James Wainwright
7660 SW Fir St
Tigard, OR 97223
Subject Sheet No.
Framing:
Plan Mark-Ups FR1-FR2
Framing FR3-FR6
Details D1-D6
OFF/CE COPY
!HERMAN — 3151 NE SANDY BLVD.SUITE 100
ENGINEERING PORTLAND,OR 97232
1,114.......›INc 1-' -'_,..,_rrli.ji l -71-1-11-n- PHONE(503)230-8876
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WAINWRIGHT REMODEL
SEI PROJECT#:
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HERMAN
A - 3151 NE SANDY BLVD.SUITE 100
ENGINEERING PORTLAND,OR 97232
INC ( � r - PHONE(503)230-8876
SHERMANENGINEERS.COM
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SEI PROJECT#:
17-MSJL-08-001 8-10-17
SHERIVIAN A - 3151 NE SANDY BLVD,SUITE 100
ENGINEERING PORTLAND,OR 97232
INC1-171-1FL PHONE(503)230-8876
SHERMANENGINEERS.COM
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A 3151 NE SANDY BLVD.SUITE 100
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PROJECT TITLE:
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SEI PROJECT#:
17-MSJL-08-001 8-10-17
SHERMAN
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3151 NE SANDY BLVD.SUITE 100
PORTLAND,OR 97232
INC 1- Jam, PHONE(503)230-8876
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WAINWRIGHT REMODEL
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HERMAN
A - 3151 NE SANDY BLVD.SUITE 100
ENGINEERING PORTLAND,OR 97232
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SEI PROJECT#:
17-MSJL-08-001 8-1047
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Dote File No.
Designed J.WAINWRIGHT 7/11/17 *.DWG
New foundation & floor support Drown J.WAINWRIGHT 7/11/17 Drawing No.
Checked Job Closs—
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Dote File No.
J.WAINWRIGHT 7/11/17 •
Designed .DWG
New Home Floor Pian Drown J.WAINWRIGHT 7/11/17 Drawing No.
Checked
Job Class_
Approved Sheet of
I F 0 R T E . JOB SUMMARY REPORT L.—Fe
Wainwright-Framing.4te
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Member Name Results Current Solution Comments
R.)1 Passed 1 Piec s)2 x 10 Douglas Fir Larch No.2 @ 24 OC
Member Name Results Current Solution Comments
RBI Passed 1 Pieces)4 x 10 Douglas Fir-Larch No.2
I RB2 Passed 1 Pieces)5 1/2"x 16"24F-V4 DF Glulam
Forts Software Operator Job Nolo. 7/25/2017 11:38:29 AM
Chao Tan Forte v5.3,Design Engine:V7.0.0.5
Sltemlan Engineenn9 tNC Wainwright-Framing.4te
t503l929-1768
tare&au168 grnaicorn
Page 1 of 4
• Alli F 0 R T E MEMBER REPORT Rafters,RJ1 PASSED
1 piece(s) 2 x 10 Douglas Fir-Larch No. 2 @ 24" OC T I rg Cr
Overall Length:13'6' ____ _
o jO
13'6'
x l(
0 CI
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontai.;Drawing is Conceptual
Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Roof
Member Reaction(Ibs) 520 @ 13'2 1/2" 1406(1.50") Passed(37%) -- 1.0 D+1.0 S(All Spans) Member Type:Joist
Shear(Ibs) 458 @ 12'5 1/4" 1915 Passed(24%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential
Moment(Ft-lbs) 1690 @ 6'8 1/2" 2334 Passed(72%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015
Live Load Defl.(in) 0.203 @ 6 8 1/2" 0.433 Passed(11769) -- 1.0 0+1.0 S(All Spans) sign Methodology:ASO
Total Load Defl.(in) 0.325 @ 6 8 1/2" 0.650 Passed(L/480) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12
• Deflection criteria:LL(1/360)and TL(L/240).
• Top Edge Bracing(Lu):Top compression edge mist be braced at 7 6"o/c unless detailed otherwise.
• Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 13'3"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.
Bearing Loads to Supports(Ibs)
Supports Total Available Required Dead hive Snow Total Accessories
1-Stud wall-OF 3.50" 3.50" 1.50' 201 67 335 603 Blocking
2•Hanger on 9 1/4"OF beam 3.50" Hangers 1.50" 204 68 340 612 See note t
•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 Beanng dimension is equal to the width of the material that is supporting the hanger
• i See Connector grid below for additional information and/or requirements.
Connector:Simpson Stron -Tie Connectors
Support Model Seat Length Top Nails Face Nails Member Nails Accessories
2-Face Mount Hanger LU28 1.50" N/A 8.10d common 6.10d x 1-1/2
Dead Roof Live Snow
Loads Location(Side) Spadng (0.90) (nonanwm 1.25) (1,15) Comments
1-Uniform(PSF) 0 to 13'6" 24" 15.0 5.0 25.0 Roof
1 .
Weyerhaeuser Notes t}
WeyerhaeuserSUSTAINABLE FORESTRY INITIATIVE
. warrants that the sizing of its products will be in accordance with Weyerhaeuser product design totem and published design values.
}Weyemaeuser expressly disclaims any other warranties related to the 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.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.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,Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodprolucts/document-library.
The product application,input design toads,dimensions and support Information have been provided by Forte Software Operator
Forte Software Operator Job Notes 7/25/2017 11:38:29 AM
ciao Telt, Forte v5.3,Design Engine:V7.0.0.5
Sheahiaa Ei ga,ecm;g;NC Wainwright-Framirig.4fe
15Cii 929-176F
ta:nUtas ne8',9grnha 10 ii Page 2 of 4
%I F 0 R T E • MEMBER REPORT Roof beams.RBI LPASSED, .
1 piece(s)4 x 10 Douglas Fir-Larch No. 2 -gs-
Overall Length:'11'
+ +
O — _.- 0
•I 11' 74
Jr
CI 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:Roof
Member Reaction(lbs) 1519 @ 3 1/2" 3281(1.50") Passed(46%) -- 1.0 D+ 1.0 S(All Spans) Member Type:Flush Beam
i Shear(lbs) 1297 @ 1'3/4" 4468 Passed(29%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential
ti Moment(Ft-lbs) 4003 @ 5'6 3/4" 5166 Passed(77%) 1.15 1.0 0+1.0 S(All Spans) Building Code:IBC 2015
l Live Load Defl.(in) 0.132 @ 5 6 3/4" 0.351 Passed(L/961) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD
1 Total Load Defi.(in) 0.217 0 5 6 3/4" 0.527 Passed(L/583) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12
• Deflection criteria:LL(1/360)and TL(1,/240).
• Top Edge Bracing(Lu):Top compression edge trust be braced at 10'9`o/c unless detailed otherwise.
•Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 10'9"o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Searing Loads to Supports(lbs)
Supports Total Available Required Dead Snow Total Accessories
1-Hanger on 9 1/4"GLB beam 3.50" Hangers 1.50' 627 973 1600 See note s
12-Stud wall-DF 3.50" 3.50" 1.50" 616 952 1568 Blocking
•Blocking Panels are assumed to carry no toads 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
• s See Connector grid below for additional information and/or requirements.
Connectors Simpson Stron :Tie Connectors
Support Model Seat Length Top Nails _ Face Nails Member Nails Accessories
1-Face Mount Hanger 1US410 2.00" N/A 8-16c1 common 6-16d common used in
double shear
Tributary Dead Snow
Loads Location(Side) Width (0.90) (1.15) Comments
0-See Weight(PLF) 3 1/2"to 11' N/A 8.2
1-Uniform(PSF) 0 to 11'(Front) 7' 15.0 25.0 Roof ,
1 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.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.Accessories(Rin Board,Blocking Panels and Squash Blocks)are not designed by this software.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 ard/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser
i product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
1 The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
Forte Software Operator Job Notes 7/25/2017 11:38:29 AM
coca Tan . Forte v5.3,Design Engine:V7.0.0.5
Sherman Ersgineeriny INC Wainwri ht-Framin .4te
1503}929.176E g 9
kanchao 1 d6,a^_,go iFiiLCom
Page 3 of 4
+ MEMBER REPORT Roof beams.R82 PASSED
al F 0 R T E 1 piece(s) 5 1/2" x 16" 24F-V4 DF Glulam RZ
Overall Length:24'6"
+ +
4' 24 4.`
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 LOF Load:Combination(Pattern) System:Roof
Member Reaction(lbs) 6287 @24`4 1/2" 10725(3.00") Passed(59%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam
Shear(lbs) 5493 4 22'11" 17879 Passed(31%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential
Pos Moment(Ft-lbs) 38039 @ 13'6" 51330 Passed(74%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015
Lave Load Deft.(in) 0.669 @ 12'6 7/16" 0.808 Passed(1/435) -- 1.0 D+ 1.0 S(All Spans) Design Methodology:ASD
Total Load Def.(in) 1.127 @ 12'6 5/16" 1.212 Passed(L/258) -- 1.0 0+1.0 S(All Spans) Member Pitch:0/12
•Deflection criteria:LL(1r360)and TL(1,1240;.
•Top Edge Bracing(Lu):Top compression edge must be braced at 24'6"o/c unless detailed otherwise.
• Bottom Edge Bracing(Lu):Bottom compresson edge must be braced at 24'6"o/c unless detailed otherwise.
•Critical positive moment adjusted by a volume factor of 0.95 that was calculated using length L=24'3".
•The effects of positive or negative camber have not been accounted for when calculating deflection.
•The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports(lbs)
Supports Total Available Required Dead Snow Total Accessories
1•Trimmer-DF 3.06' 3.00" 1.50" 2012 2885 4897 None
2-Trimmer-OF 3.01" 3.00" 1.76" 2536 3751 6287 None
1 Tributary Dead Snow `
,Loads Location(Side) Width (0.90) (1.1S) Comments 1
0-Self Weight(PLF) 0 to 24'6" N/A 21.4
"-Uniform tPSFI 0 to 24'6"(Front) 7' 15.0 25.0 Roof ,
2-Uniform(PSF) 13"6 to 24'6" Si 15.0 25.0
(Front)
3-Point ilbl 13'6"(Front) N/A 627 973 Linked from:RB1,
'` SubpoK 1
{ eYEI'1'1aeuser Notes 0 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 wa-ranties related to the software.Use of this software is not intended to circumvent the need for a design
professional as determined by the authority havng jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is
compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at
,,Weyerhaeuser facilities are third-party certified:o 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,
Weyerhaeuser product literature and installatior details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
Forte Software Operator Job Notes } 8110/2017 1:25'36 PM
" Forte v5.3.Design Engine:V7.0.0.5
IN # I Waint right-Framinrg.4te
Page lof1