Report (14) February 25, 2015 f
Scott Foster iLkM
10590 SW Cook Lane
Tigard, OR 97223 2`_
RE: Firewall Protection
Dear Dan Nelson,
I am writing you this letter in the hopes of obtaining a special provision for the firewall
requirements in the ADU that my wife and I are attempting to build for her aging parents. It
is my understanding that we must comply with one of the listed and approved firewall
systems that can found in the likes of the Gypsum Fire Resistant Design Manual or the UL
Fire Resistant Database. In the end we must provide a one hour fire restraint in order to
pass.
Unfortunately, due to the design and unique nature of this project, I cannot find an exact
match that would suite our needs. The most basic fire wall that I could find, Gypsum
Manual WP 3646, requires 5/8" board on either side of a standard 2x4 framing member. I
would choose this option and move forward however, there are two Issues that arise that
cause concern. One, we'd have to completely tear out the walls in both bedrooms that are
currently in use by my family. We have two young children and ourselves that would have
nowhere to sleep while the work was being done. The second concern is the attic space
above. There would be no way to get up there and sheetrock the backside of that wall.
What I'm hoping Is that you'll accept a compromise that in the end should be at least as
secure as the WP 3646 and on the lower level where the existing bedrooms are will exceed
this standard. I have created this drawing to show what we'd like to do. Please keep in
mind though that we still wouldn't be able to sheetrock the existing attic space as there
would be no way to get sheetrock up there to do the job.
custom Mosel Autedfon One.(1)Hour Fire
Gypsum Pane/Produce,Wood Stud.
Two layer's Oto"urok proprietary type X oypwa board cup-
woad parallstuds
oeal o.o. 6dc l dee ly,1.iedor aerie p,
wood eWtla 10'oo.vAlh ad meted ndls,l•716°long,
0.0015*share,ire heads T o.o./Mao to be staggered
at m*Nmum of M•abase layer.AN Ver$cal seams to be
centered over duds.
PrcpdN.ry Gyperan Panel Products —a,g.Gypsum
Ce4ablTeed Gypeua 410.5 e AlrRenw$Grimm awn! 112"Gypa rn
Eateftlg
I appreciate your time and consideration of this proposed alternative. Please let me know if
you have any questions or concerns. I can be reached on my cell phone at 503-989-3826
or at work 503-906-3212.
Sincerely '
Scott Foster
Cc Stephanie Tottingham, Adam Rolin
Dan Nelson
From: Scott Foster <scott.foster@consolidatedsupply.com>
Sent: Wednesday, February 25, 2015 2:43 PM
To: Dan Nelson
Cc: stephanietottingham@gmail.com;Adam Rolin
Subject: Letter for Firewall Exception
Attachments: Signed Letter for Firewall.pdf; Custom Firewall.jpg
Hello Dan,
Please find attached a signed letter requesting the approval of an alternate option on the firewall
protection in our ADU. It is my sincere hope that you'll be able to accept this as alternative and issue the
required permits. I would really like to not have to re-Sheetrock my personal bedroom and that of my
two young children as we'd have no where to sleep during the process. As I'm sure you can imagine, this
would put a tremendous amount of stress on all of our lives, and I'd really like to avoid it if at all
possible. I think you'll find that what I've come up with (with the help of my architect and professional
Sheetrock contractor) is at least as secure as the basic Gypsum Manual WP 3646 option. Please let me
know as soon as you can if this option will be acceptable. I would really like to get started on this project
soon.
Thank you very much for all of your help and assistance getting through this very thorough permit
process.
Best regards,
Scott Alan Foster
Corporate Purchasing Agent,Consolidated Supply Co.
7337 SW Kable Lane
Tigard,Oregon 97224
T 503.906.3212
F 503.684.3254
Escott.foster0,consoli datedsupply.corn
CONSOLI 4TtD
I� SUPPLY CO
Ka�rw �<w�wwe�
The i fotmatlen in this ter et email is confidential r an a may be i- sliy prielleged it is intended soiely for the addressee. Access to this ernaii byanyone else is unauthorized, you are
intended recipient,any disclosure. ut y nc of Int h:r n any att° Yr, c not the
} r i o omitted fc be taken in re ode on it,is prohibited an may be unlawful. When addressed to esu clients Amy opinions��
advice conta€ned in this email are subject totheterms n conditions �n F r ssed in any applicable governing Co€noiidatecl SupplyCo.s terms of business or client
( engag el,rt IE t. Consolidated Co disclaims altresponsibility and 1 rb Ills for the ac,irrec}and conte Gnib er.ach en'and for anydamages;;losses arising from any inaccuracies errors,v rse , °arnE,Trojan
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hoses.eta r itsc o rother71 tens(f a destructive nature,which may becontained in t�s attachment and shall not.be Mable for direct.indsr chi.consequential or special damages...in connection mcg this email
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AG RoliN CONSUETINCj, LLC
11300 SE Tinny LANE,Bolting,OR 97009
h. (503)663.9960
A a I AGROLIN@AOL.COM
STRUCTURAL DESIGN,ENGINEERING&CONSULTING
STRUCTURAL CALCULATIONS
PROJECT: FOSTER RESIdENCE ADU
ADDRESS: PORTIANd, OREGON
CLIENT,. STEPHANIE TOTTINgIIAM
1_QB_1NUMBER F1410
ATTACHED PLEASE FIND CALCULATIONS, SHEETS 1 THROUGH 15, DATED
OCTOBER 2014, WHICH VERIFY THE STRUCTURAL ADEQUACY OF THE NEW
TWO-STORY ADDITION TO THE ABOVE REFERENCED PROJECT. DESIGN WAS
BASED ON THE REQUIREMENTS Of THE 2010 OREGON STRUCTURAL SPECIALTY
CODE.
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1.0 0.579 (SM1, Fv = 1.731) -1_
Conterminous 48 States
2003 NEHRP Seismic Design Provisions
Zip Code = 97223
Spectral Response Accelerations SDs and SD1
SDs = 2/3 x SMs and SD1 = 2/3 x SM1
Site Class D
Period Centroid Sa
(sec) (g)
0.2 0.706 (SDs)
1.0 0.390 (SD1)
Period Maximum Sa
(sec) (g)
0.2 0.720 (SDs)
1.0 0.394 (SD1)
Period Minimum Sa
(sec) (g)
0.2 0.688 (SDs)
1.0 0.386 (SD1)
AG RoUN P`Oject ).'D5Tt[Z- by
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8.
idielF L R T E < MEMBER REPORT ROOF FRAMING,RAFTERS PASSED
1 piece(s)9 1/2"TM® 210 ® 24" OC
Overall Sloped Length:21'4 1/8"
+
0
0
12 .„. .. I
4 ,I
..>.,, 3a ., 16 1
0 0
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Results Actual0 Location Allowed Result LDF ,Load:Combination(Pattern) System:Roof
Member Reaction(lbs) 921 @ 3'1 3/4" 2600(3.50") Passed(35%) 1.15 1.0 D+1.0 S(Adj Spans) Member Type:Joist
Shear(lbs) 624 @ 3'3 1/2" 1530 Passed(41%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residential
Moment(Ft-lbs) 2360 @ 11'2 1/4" 3450 Passed(68%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC
Live Load Defl.(in) 0.422 @ 11'9/16" 0.828 Passed(1/471) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD
Total Load Defl.(in) 0.674 @ 11'13/16" 1.104 Passed(L/295) _ -- 1.0 D+1.0 S(Alt Spans) J Member Pitch:4/12
•Deflection criteria:LL(1/240)and TL(11180).
•Overhang deflection criteria:LL(2L/240)and TL(21/180).
•Bracing(Lu):All compression edges(top and bottom)must be braced at 3'7 13/16"o/c unless detailed otherwise.Proper attachment and positioning of
lateral bracing is required to achieve member stability.
Bearing Length Loads to Supports(lbs)
Supports Total Available Required Dead Snow Total Accessories
1-Beveled Plate-DF 3.50" 3.50" 3.50" 356 565 921 Blocking
2-Beveled Plate-DF 3.50" 3.50" 3.50" 276 444 720 Blocking
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Dead Snow
Loads Location Spacing (0.90) (1.15) Comments
1-Uniform(PSF) 0 to 20' 24" 15.0 25.0 Snow
Weyerhaeuser Notes
1 SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. `i
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 Forte Software Operator
Forte Software Operator I Job Notes
_._._.'........._..__..__.._....._....._.._._..._ ........_..._..._.._._.._.........._.__....._.........._._.......____...._. 10/20/2014 2:44;33 PM
ADAM ROt.IN ' Engine.V6.1.1.5
FOSTER ADU Forte v4 6. Design
AG RCN..IN CONSULTING I 11,110
g q
AGRCL IN63:AO'-COM
( Page 1 of 1
F O R T E , MEMBER REPORT ROOF FRAMING,FOR AT SLDR PAs ED
1 piece(s)4 x 10 Douglas Fir-Larch No.2
Overall Length:6'
+ +
° o
6
4.B o
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:Roof
Member Reaction(lbs) 1298 @ 2" 4922(2.25") Passed(26%) -- 1.0 D+1.0 5(All Spans) Member Type:Flush Beam
Shear(lbs) 868 @ 1'3/4" 4468 Passed(19%)_ 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential
'Moment(Ft-lbs) 1799 @ 3' 5166 Passed(35%) 1.15 1.0 D+1.0 5(All Spans) Building Code:IBC
Live Load Defl.(in) 0.017 @ 3' 0.283 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD
Total Load Dell.(in) 0.028 @ 3' 0.378 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12
•Deflection criteria:LL(L/240)and TL(1/180).
•Bracing(Lu):All compression edges(top and bottom)must be braced at 5'9 1/2"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.
Searing Length Loads to Supports(lbs)
Supports Total Available Required Dead Snow Total Accessories
i 1-Stud wall-DF 3.50" 2.25" 1.50" 519 825 1344 1 1/4"Rim Board
i
'2-Stud wall-OF 3.50" 2.25" 1.50" 519 825 1344 1 1/4"Rim Board
•Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •
- -
Tributary Dead Snow
Loads Location Width (0.90) (1.15) Comments
1-Uniform(PLF) 0 to 6' N/A 165.0 275.0 Snow E
Weyerhaeuser Notes (i.)SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for instafation 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 Forte Software Operator
Forte Software Operator i Job Notes 10/2012014 2:5255 PM
Forte v•4 C.Design Engine: 6 1 1 rAnAm RoLiN I x051 J2 AhJ
AG RU.IN CON IL.TING I F141ii
I
AGRa.IN:IILI)A0I.COM
Page 1 Of ;
l� .
F 0 R T E 4 MEMBER REPORT UPPER FLOOR FRAMING,FLR JOISTS PASSED
1 piece(s)9 1/2"TM® 210 @ 16" OC
Overall Length: 16'
° o
•
16'
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) 569 @ 2 1/2" 1134(2.25") Passed(50%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist
Shear(lbs) 555 @ 3 1/2" 1330 Passed(42%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-lbs) 2186 @ 8' 3000 Passed(73%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Live Load Deft(in) 0.340 @ 8' 0.519 Passed(L/549) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD
Total Load Deft.(in) 0.460 @ 8' 0.779 Passed(L/407) -- 1.0 D+1.0 L(All Spans)
T3-Pro'"Rating 42 40 Passed -- --
•Deflection criteria:LL(L/360)and TL(L/240).
•Bracing(Lu):All compression edges(top and bottom)must be braced at 3'9 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
•A structural analysis of the deck has not been performed.
• Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser Edger'Panel(24"Span Rating)that is glued and nailed down.
•Additional considerations for the TJ-Pro'"Rating include:5/B"Gypsum ceiling.
Bearing Length„r Loads to Supports(lbs)
Supports Total Available Required Dead Fimr Live Total Accessories
1-Stud wall-DF 3.50" 2.25" 1.75" 149 427 576 1 1/4"Rim Board
2-Stud wall-DF 3.50" 2.25" 1.75" 149 427 576 1 1/4"Rim Board
•Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed.
Dead Floor Live
Loads Location Spacing (0.90) (1.00) Comments
1-Uniform(PSF) 0 to 16' 16" 14.0 40.0 Residential-Living
Areas
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 Forte Software Operator
Forte Software Operator i Job Notes 1 10/20/2014 3:01:07 PM
ADANA ROI iN I FOSTER ADu _........-1 Forte v4.6.Design Engine.V6.1 1 5
AG I-20I N CONSUL'0,10 j F-1410
3F
A R I f AAO. COM
E E Page 1 of 1
1 F O R T E ' MEMBER REPORT UPPER FLOOR FRAMING,DECK JOISTS PAaD
1 piece(s) 2 x 8 Douglas Fir-Larch No.2 @ 24" OC
Overall Length:8'
+
0 +
ri 0
II
I.
It
I] a
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Results Actual O Location Allowed Result LDF Load:Combination(Per) System:Floor
Member Reaction(Ibs) 361 @ 7'10 1/2" 1406(1.50") Passed(26%) -- 1.0 D+1.0 L(Aft Spans) i Member Type:Joist
I Shear(Ibs) 295 @ 7'3 1/4" 1305 Passed(23%) 1.00 1.0 D+1.0 L(Alt Spans) Building Use:Residential
Moment(Ft-lbs) 602 @ 4'6 7/16" 1360 Passed(44%) 1.00 1.0 D+1.0 L(Alt Spans) ` Building Code:IBC
Live Load Defl.(in) 0.048 @ 4'6 1/8" 0.224 Passed(L/999+) -- 1.0 D+1.0 1(Aft Spans) Design Methodology:ASD
I Total Load Defi.(in) 0.064 @ 4'6 1/4" 0.336 Passed(1/999+) -- 1.0 D+1.0 L(Alt Spans)
TI-Pro"Rating N/A N/A -- -- -
- -- --
•Deflection criteria:U.(1/360)and TL(1/240). ------
•Overhang deflection criteria:LL(21/360)and TL(21/240).
•Bracing(Lu):All compression edges(top and bottom)must be braced at 7 10 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
•A 15%increase in the moment capacity has been added to account for repetitive member usage.
•Applicable calculations are based on NDS 2005 methodology.
•No composite action between deck and joist was considered in analysis.
Bearing Length Loads to Supports(lbs)
I Supports Total Available Required Dead fimir Total Accessories
To
I 1-Beam-DF 3.50" 3.50" 1.50" 129 369 498 Blocking
(_2=Narger on 7 1/4"OF beam 1.50" Hanger' 150' -----95------? led to the 79 374
member being dev�ed.— --J
•Blocking Panels are assumed to carry no loadsand applied directly above them the full load is
•At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger
•'See Connector grid below for additional information and/or requirements.
Connector Simpson Strom -Tie Connectors
SupportModel Seat Length Top Nails Face Nage Member Nails Accessories I
!2-Face Mount Hanger Connector not found N/A N/A N/A N/A
Dead Floor Live
Loads Location spacing (0.90) (1.00) Comments
1-Uniform(PSF) I 0 to 8' 24" 14.0 40.0 Real-Living
Areas
I Weyerhaeuser Notes — — — ^
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
T SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer tor current Weyerhaeuser literature for installation dr ls.
(www.woodbywy.com)Accessories(RIm Board,Blocking Panels and Squash Blocks)arenot designed by flys software.Use of this softwareis 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 Forte Software Operator
i-o re Software Operator Job Notes 10/20/2014 3 0245 PM
11 N1 ROIAN r .. _....
F os
-E Ft hDU - �
Forte v�.6.Design Engine:V6 1 1 5
RO1 INCONSUL?:Nfr I F1,110
(',1',7,-,,,,,,,C,1,1
Pane 1 of i
I
diiJ F 0 R T E ` MEMBER REPORT UPPER FLOOR FRAMING,DECK BM PASSED
1 piece(s)4 x 8 Douglas Fir-Larch No.2
Overall Length:9'
0 +
II
If
II
ill I
li
,I. 1' 4 8'
4.
0 O
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
i Design Results Actual a Location Allowed Result LDF Load:Combination
Spans)(Pattern)
i Member Reaction(Itis) 900 @ 8'10" 4922(2.25") Passed(18%) -- 1.0 O+1.0 L(Alt Floor
System: y
Shear(lbs) member Type:Flush Beam
( ) 736 @ 1'10 3/4" 3045 Passed(24%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-lbs) 1693 @ 5'1/8" 2989 Passed(57%) 1.00 1.0 D+1.0 L(Alt Spans) Building Code:IBC
Live Load Defl.(in) 0.080 @ 4'11 7/8" 0.256 Passed(1/999+) -- 1.0 D+1.0 L(Alt Spans) ' Design Methodology:ASO
Total Load Deft.(in) 0.101 @ 4'11 15/16" 0.384 Passed(L/913) -- 1.0 D+1.0 L(Aft Spans)
criteria:Ll-(1./360)and TL(L/240). ... ------ --_._.____.
•Overhang deflection criteria:LL(21/360)and 11(21/240).
•Bracing(Lu):All compression edges(top and bottom)runt be braced at 8'10 3/4"o/c imless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
•Applicable calculations are based on NDS 2005 methodology.
Bearing Length Loads to Supports(Ips)
i
Total Available Required !lead Floor ive Total Accessories
1-Column-DF 3.50" 3.50" 1.50" 261 913 1174 Blocking
j 2-Column-DF 3.50" 2.25" 1.50" 201 722 923 1 1/4"Rim Board
•Rim Board is assumed to carry
all loads applied d
rectly 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.
Tributary Dead Floor Live
Loads Location Width (0.90) (1.00) Comments
1-Uniform(PLF) i 0 to 9' N/A 45.0 180.0 Retial-Living !
Areas
eyerhaeuser Notes /w�
Weyerhaeuser warrants that the sizingof its 4 SUSTAINABLE FORESTRY iteriA1NE
products will be in accordance with Weyerhaeuser product design criteria and published design values. Y
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(www.woodbyywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to
Icircumvent the need for a design professional as determined by the authority having jurisdiction.Theresponsible to
assure that this calculation is compatible with the overalldesignerfaci of record,rethird-partybuilder or framerd is
project.Products manufactured at Weyerhaeuser futilities are certified to sustainable
forestry standards.
The product application,input design bads,dimensions and support information have been provided by Forte Software Operator
Fo to Software Operator + Job Notes 10/20/2014 3:04:01 PM
N FOSTER :ou forte v4.6.Design En 'n t
ADAM ROL
AG N -N'CONSULTiNi t I7_7fi �� e: 18.1-1
I
!Tar^ C CO'•A
- Page 1 of 5
i
/.' MEMBER REPORT UPPER FLOOR FRAMING,LVG RM HDR "
iiIIII iFORTE ` PASSED
1 piece(s)4 x 10 Douglas Fir-Larch No. 2
Overall Length:6'
+ 413
-
I
o
6'
° o
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Results Actual @ Location Allowed Result LDF toad:Combination(Patient) i System:Floor
Member Reaction(lbs) 2847 @ 2" 4922(2.25") Passed(58%) -- 1.0 D+0.75 L+0.75 S(All Spans) l Member Type:Flush Beam
Shear(lbs) 1899 @ 1'3/4" 4468 Passed(43%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) ! Building Use:Residential
Moment(Ft-lbs) 2952 @ 2'10 3/16" 4492 Passed(66%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Live Load Defl.(in) 0.030 r.3'1/16" 0.189 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD
Total Load Defi.(in) 0.047 @ 2'11 3/4" 0.283 Passed([/999+) 1.0 D+1.0 L(All Spans)
•Deflection criteria:LL(11360)and 11(1/240). -.. - -----
•Bracing(Lu):All compression edges(top and bottom)must be braced at 5'9 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
•Applicable calculations are based on NOS 2005 methodology.
Bearirty Length toads to Supports Supports
i Total Available Required Dead Rwir Snow Total Agcessories
Live
s 1-Stud wall-DF 3.50" /25" 1.50" 1186 1638 704 3528 1 1/4"Rim Board
2-Stud wall-DF 3.50" 2.25" 1.50" 692 1397 121 2210 11/4"Rim Board
•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(PLF) 0 to 1' N/A 360.0 735.0 - Residential-Living
Areas
2-Uniform(PLF) 1'to 6' N/A 195.0 460.0 - Residential-living
Areas
3-Point(Ib) 1' N/A 495 - 825
Weyerhaeuser Notes ---� — — --._ — —
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published 4 SUSTAINABLE FORESTRY INITIATIVE
eyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installationinstallationdetails.ues.
W `I
(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
!circumvI assure thatt the this need
e for r a iesigmptbssile o Bal asthdetermined
ISbythe authority having jurisdiction.The designer of record,builder or framer is responsible to
forestry standards. project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
Fete Software Operator Job Notes
10/20/2014 3:06.55 PM
DAM Rc;l N ...-.._ I FOS FER,PiJ __... " Forte v4.6.Design Engine:V6.1.t5
G ROLIN CONSUl NG 1 F1A1U
',C is 9'4'
i AGROI.IWPAOL COM
Page 1 of 1
1 F 0 R T E f MEMBER REPORT MAIN FLOOR FRAMING,JOISTS PASSED
1 piece(s) 2 x 8 Douglas Fir-Larch No. 2 @ 16" OC
Overall Length: 11'
0
- I o
I
•
11
0El
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Results Actual @ Location Allowed Result LDF toad:Combination(pattern) 1 System:Floor
Member Reaction(lbs) 389 @ 2 1/2" 2109(2.25") Passed(18%) -- 1.0 D+1.0 L(All Spans) I Member Type:Joist
j Shear(lbs) 332 @ 10 3/4" 1305 Passed(25%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-lbs) 1008 @ 5'6" 1360 Passed(74%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Live Load Defl.(in) 0.198 @ 5'6" 0.353 Passed(L/643) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD
Total Load Deft.(in) 0.267 @ 5'6" 0.529 Passed(1/476) -- 1.0 D+1.0 L(All Spans)
TI-Pro""Rating N/A N/A -- -- --
—
•Deflection criteria:LL(U360)and TI.(U240).
•Bracing(Lu):All compression edges(top and bottom)must be braced at 9'3 9/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
•A 15%increase in the moment capacity has been added to account for repetitive member usage.
•Applicable calculations are based on NDS 2005 methodology.
•No composite action between deck and joist was considered in analysis.
IBearing Leath Loads to Supports(lbs)
ISupports Total Available Required Dead Fics" Total Accessories
1-Beam-DF 3.50" 2.25" 1.50" 103 293 396 1 1/4"Rim Board
2-Beam-DF 3.50" 2.25" 1.50" 103 293 396 1 1/4"Rim Board
•Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed.
Dead Floor Use
Loads Location Spadng (0.90) (1-00) Comment
1-Uniform(PSF) 0 to 11' 16" 14.0 40.0 Residential-Living
Argas
Weyerhaeuser Notes 4 SUSTAINABLE FORESTRY INITIATIVE
Sizing warrants that the g 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 deed for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to
forestry
assure that thisstandards.calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
Forte Software Operator l Job Notes 10/20/2014 3:08'.16 PM
,t r rosTr�R aou •
Forte v4.6-Design Engine:V6.1 1 `
.;ROI CU iSUI_ NG ( 1 1410
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AGROI+iNir Y.U..COM
•
Page 1 of 1
•
W1FORTEI
MEMBER REPORT MAIN FLOOR FRAMING, TYP FLR BM PASSED
2 piece(s) 1 3/4"x 7 1/4" 2.0E Microllam®LVL
Overall Length:8'
ij
8'
0
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Results Actual, Location Allowed Result LDF Load:Combination(Pattern) System:Floor
Member Reaction(lbs) 2341 @ 2" 4922(2.25") Passed(48%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam
Shear(lbs) 1866 @ 10 3/4" 4821 Passed(39%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-lbs) 4416 @ 4' 7115 Passed(62%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Live Load Defl.(in) 0.169 @ 4' 0.256 Passed(L/546) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD
Total Load Deft.(in) 0.230 @ 4' 0.383 Passed(L/400) -- 1.0 D+1.0 L(All Spans)
• Deflection criteria:LL(L/360)and TL(L/240).
•Bracing(Lu):All compression edges(top and bottom)must be braced at 7'9 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
Searing length Loads tD Supports(lbs)
SUPPOtts Total Available Required Dead Uv"e Total Accessories
1-Plate on concrete-DF 3.50" 2.25" 1.50" 643 1760 2403 1 1/4"Rim Board
2_Column-DF 3.50" 2.25" 1.50" 643 1760 2403 1 1/4"Rim Board
•Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed.
Tributary Dead Floor Live
Loads Location Width (0.90) (1.00) Comments
1-Uniform(PLF) 0 to 8' N/A 154.0 440.0 Residential-Living
Areas
Weyerhaeuser Notes (ZJ,
/�
)SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. `i
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
I 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 Forte Software Operator
Forte Software Operator i Job Notes0
i „0 r
1 ,2 ,2Q14 3:09:411 PM
ADAM ROI IN I FOS TE R Aou I Forte v4.6.Design Engine:\J6.1.1.5
AU 1TOi_IN CONSULTING � 11.110
i
A.G t N-rAC. COLI I
1 Page 1 of 1