BLD-05-0151
Cl"t'l Of 'lELtA _ BUILOING OEP AR1tAEN1
RESIOEN11AL CER11flCA 1E Of OCCUP ANC'l
eui\din9 permit ~umber
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eui\din9 p..ddress
p\an ~umber
owner ~ame
Owner p..ddress
Remar\<.s.
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{\\\ Code Reauired
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, 1~is slruclure is 10 coropl130ce ~It~ ~~ 100 SI.le Buildl09 Code couocII pursuanl
. 5~-5~ Wp..C) as adopted b'/ th;' dS7~0~2 RON efleetl,e July 1,2004
to cnapters ~ 9 21 an '
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specia\ conditions
! :::::U'I 3E! JEP DEPT
Dee EI8 2005 10 57Af1 fJ1
Fi-li< /'10 35121-'~50-t:1bb
FAX TRANS1\1ISSION
CITY OF YELM
P.O. BOX 479 - 931 NP ROAD NE
YELM, W A 98597
360-458-8411
FAX 360..458~8166
TO'
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DATE: /J.- 7" 0 ')
PAGES: I , including this
Cover sheet
FAX#:
From: R~)JDY
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Subject. /-1 ~() '5 E F 'AlA L-
COMMENTS: ~o S
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** If you do not receive all copIes 01' any copy 'IS not legible, please call (360) 458-8411
as soon as possible
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CIty ofYelm - BUlldmg Department
CORRECTION NOTICE
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I have thIS day mspected this structure and these premIses
~ have found the followmg vIolatIOns of the CIty of Yelm
<..id/or State laws govemmg same
PERMIT NO. )C)/ / ), :.~ ._~,:' /"l
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You are hereby notified that no more work shall be covered upon these premises until the alJove,violations are
corrected. When corrections have been made, call for re-inspec~I.' on at 458-8407 ( ,
DO NOT REMOVE THIS T'....G DATE I 71 ~- ); ,-~ ~ (~/
l-\.. . . 7 / - INSPECTOR FORBUILDING DEPARTMENT
\
CITY OF YELM INSPECTION LOG
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PROJECT
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b .41t/,Jt' Omyl.ed
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PERMIT NUMBER
a- O/S /
ADDRESS
c91l3
3~ S'r /1J6"
SET BACkS Date
Front ~~
Rear ~ 7
Side.Flankmg /'3
SIde ?
u..f r FOOTI"G REBAR
'\1' ~Qmments
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J~. COMBI:'\ED FR-\:\lEI EXT~RIOR J-HEAR WALL I\SPEC;no~~', J/
,:;;\, \ Hold downs f. q cs She~r Nalhng;t, ~ _q!J2J2\
Frame 'j" JM.r q Gas Propane :J ~ ~
Plumbmg /:J 'tI' ff( Mechanical =:J
Comments """,,\01
FOOTING
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)Ylb"
o other
o required \ ents
WALL
o 6"
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o other
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~ate ~7
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W -\LL REBAR
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::J Gas
o Foam and Seal
o ElectrIC
~ Vaporbarner
fl Other
'1 P\'-\
Comments
SHEET ROCK/SHEAR \V .\LL ~AIL
Comments
i1L:: IV!?!
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~tfICal 0
jY'InstbtJon 0
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Comments
Comments
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City ofVelm
Community Development Department
Building Division
Phone: (360) 458-8407
Fax: (360) 458-3144
Permit No
BLD-05-0151-VL
Issue Date 06/20/2005
(Work must be started within 180 days)
Receipt No
37057
Applicant:
Name: Campbell, Lee Anne
Phone.
458-4443
Address. POBox 1568
City' Yelm
State. WA Zip 98597
Property Information.
Site Address 203 3rd Street NE
Assessor Parcel No. & '-I t./ L /2- 007 OL-subdivision.
Lot:
Contractor Information.
Name: NW Custom Homes
Contact:
Phone. 360-446-4111
Address. P.O. Box 670
City' Rainier
State. WA Zip 98576
Contractor License No: NORTHCH115NU
Expires. 05/10/07130
Business License
Project Information.
Project: Dr Lee Anne Campbell Subdivision
Description of Work: 1516 s.f SFR
Sq, Ft. per floor' (1st) 807
(2nd) 709
(3rd) 0
Garage 518
Basement 0
Heat Type (Electric, Gas Other): GAS
Fees:
Item Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc
--------------------------- -------------
Building Permit 100-500k 1,248.55 993.75 254 80 5.6000 45.5000 $1 000
Building Plan Review 811.55 0.00 000 o 0000 o 0000
Mechanical Permit 78.25 0.00 000 o 0000 o 0000
Plumbing Permit 9700 2000 77 00 7 0000 11 0000 Fixture
Sewer Inspection 145.00 000 145.00 145.0000 1 0000 ERU
Water Deposit 4000 4000 000 o 0000 o 0000
Traffic Facilities Charge 757.50 000 757 50 750 0000 1 0100 Peak PM Trip
Sewer Deposit 5000 5000 000 o 0000 o 0000
State Building Fee 450 4.50 000 0.0000 o 0000
Sewer ERU 5,41700 000 5,41700 5,417 0000 1 0000 ERU
Water ERU 1,50000 000 1,500.00 1,500.0000 1 0000 ERU
Water Meter (SFD) 300 00 300 00 000 o 0000 0.0000
TOTAL FEES. $10,449.35
Applicant's Affadavit:
OFFICIAL USE ONLY
I certify that I have read and examined the information contained within the application and know the same
to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of
Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants,
easements and restrictions of record. If applying as a contractor, I futher certify that I am currently
register in the State of Washington.
# Sets of Prints:
Final Inspection: ___
D'''l1Jl!ff'
By' "-
Firm
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PO Box 479
'reim WA :l8597
360-458-8403
RECEIPT No 37056
RECEIVED
****THREE THOUSAND rIVE HUNDRED FIFTY THFEE DOLL~RS & 65 CENTS
RECEiVED FROM
DATE
REC NO
LEE l\NNE CAHPBELL
PO BOX 1563
YELl-i, HA 9:3537
0b/2.]'1: ~,7()S6
BUDGETARY
SITE 201 3FD ~T NE
E I, D .- (~ 5 - () 1 5 \/1 - Y L
BLDPBMT1430 55, PLNPEV:~9 35,
DIANA
j[[CHPRi[T72,
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1'1 DE F 40, T F A F F 7 5 7 5 0 t .3 D'8 P 50, 3 T FEE 4 5 {Zl j
RECEIVED
-***TEN THOUSAND FOUR HUNDRED FOPTY NINE DOLLARS
RECEIVED FROM
LEE ANNE C~HPBELL
DATE REC NO
06/20/05 37057
PO B n:{ 1 5 6 8
YELH. \.lA 38597
SITE 203 3PD ST NE
BUDGETAFY
eLD-;:)5-01~:,1-YL
,'o.,MOUNT
REF NO
7390
3,55'~ 65 C.HECK
PLHBFPlfT1l2,
S/INSPH5,
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RECEIPT No.3 {' !J 5 7
CENTS
AMOUNT
10,449 35 CHECK
o I ANi?:.
BDLPRIIT1242 55, PLNREV211 5::, lIE"'!-!EPJiT'8 :::5, FL1!BPfU1T'?7, S/INSP145, \./IOEF40
T R ,; F F 7 5 7 50} SID E P 5), S l' fEE 4 50, ;3 I E R U 5 4 1 7, i-l i E P U 1 5 C1I-::" Vi 1!1 T F: ~ 0 11 .
Applicant:
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Permit Fees Schedule
City of Yelm
Community Development Department
Building Division
Phone: (360) 458-8407
Fax: (360) 458-3144
Name. Campbell, Lee Anne
Address. POBox 1568
Projec;tlnformation:
Project: Dr Lee Anne Campbell Subdivision
Description of Work: 1516 s.f. SFR
Site Address. 203 3rd Street NE
Fees.
Item Acct Code
Building Permit 100-500k 032001-322-10-00
Building Plan Review 100001-345-83-00
Mechanical Permit 032001-322-10-00
Plumbing Permit 032001-322-10-00
Sewer Inspection 805412-343-80-00
Water Deposit 740402-389-00-00
Traffic Facilities Charge 420120-344-85-00
Sewer Deposit 742402-389-01-00
State Building Fee 160001-386-00-00
Sewer ERU 802412-343-50-01
Water ERU 712401-343-80-01
Water Meter (SFD) 712401-343-80-01
./
TOTAL FEES.
Permit No BLD-05-0151-YL
Phone
458-4443
City. Yelm
State. WA Zip 98597
Assessor Parcel No,
Item Fee Base Amt Unit Fee Unit Rate No Units Unit Desc
-------------
1,248.55 993.75 254.80 5 6000 45 5000 $1,000
811.55 0.00 000 o 0000 o 0000
78.25 000 000 o 0000 0.0000
9700 2000 77 00 7 0000 11 0000 Fixture
145 00 000 145.00 1450000 1 0000 ERU
4000 40.00 000 o 0000 o 0000
757.50 000 757 50 750,0000 1 0100 Peak PM Trip
5000 5000 000 0.0000 o 0000
450 4.50 000 o 0000 0.0000
5,41700 000 5,41700 5,417 0000 1 0000 ERU
1,50000 000 1,500 00 1,500 0000 1 0000 ERU
300,00 300.00 000 o 0000 0.0000
$10,449.35
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Yelm School District
ATTN. SUSAN CROY
PO BOX 476
YELM) ~lA 98597
360-458-1900
Sold to 16930
LEE ANNE CAMPBELL
CAMPBELL
LEE ANNE CAMPBELL
15715 105TH WAY SE
YELM WA 98597
# 6122 09 06/20/05
Reg #1 SalesPerson SUSAN
Item # 2900/MITIGATION
MITIGATION/CAPITAL PROJECTS
1 @ 2,400.00 2,400 00
CK #7392 FOR LEE ANNE CAMPBELL LOT SHS-O
5-0100-YL
SubTotal
2,400,00
Total Due
Check
2,400 00
2,400 00
Thank you
PLEASE KEEP THIS RECEIPT! I I
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::\ \Q) ~( CITY OF YELM
. r~fDENTIAL BUILDING PERMIT APPLlC~r~~ORM ~ '-
2-D' $ei:\,-\..;,~--.\ sr,. Parcel#: <0 I LOb luo
Lot #: "Z. Zoning;
Received
APR 1 5 2005
Project Address:
Subdivision:
t/New Construction U Re-Modell Re-Roof / Addition U Home Occupation Sign
U Plumbihg U Mechanical U Mobile / Manufactured Home Placement U Other
Project Description/Scope of Work: Ne w S i f\~ i ~ FA f'^' 'i f2-Eb.
Project Value: ,;). :s 0, G t C;
Building Area (sq. ft) 1st Floor ~o..., ~ Floor~ Garage S 'B
Basement tV / A. Carport N Ifr Patio 8 x. W
# Bedrooms 3 # Bathrooms-1:.. 5 Heating:@oTHER or ELECTRIC (Circle One)
Are there any environmentally sensitive areas located on the parcel? N 0 If yes, a
completed environmental checklist must accompany permit application.
3Jlj
Deck
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BUILDING OWNER NAME: Lee jJ,NI\I t::: 12;A-)'V\\)Ioe...\\
ADDRESS r.. () 8c. f... 1;5 ivf\ EMAlL
CITY --lei.,^", STATE f..~.~ ZIP 9Bsq 7 TELEPHONE :.3(:;.0-458,-444-;;"
ARCHITECT~NGINEER) fALFi(. t;I'Ai1\"t:'t::f'ln"'( L1CENSE#
ADDRESS 4.Cf 2.<n i 09"th c) I. S, 1.0: ') '- '.k e/ EMAlL
CITY j....A~tJN}D STATE i,0A ZIP 9BLI'l€i TELEPHONE 253- 'S'eFf- 3tios
J. ;"
GENERAL CONTRACTOR No'i/IiUJliST Lv;:Tr.,." H,.'IIt".;TELEPHONE .at c -l[4b'- '-i II J
ADDRESS P. Do ~L\'i iPTu EMAIL Tb !jvl H (lk~')O e ~Di (o.,.;)
CITY lLAiV'\lelL STATE WA ZIP98S7l& FAX 3(,;,tl--lfl{l:,.-'-(if71
CONTRACTOR'S LICENSE # Jl!cri\"'(NHSi.Ji.l EXP DATE CITY LICENSE #
PLUMBING CONTRACTOR whr.k. /i.i~lC; ild Pic .t\b, (jll TELEPHONE ~ f.: D'- 8'7 L.J- I b z.. CJ
ADDRESS n 3?.5:" Tbprrz- (ocr ~E:. EMAlL
CITY '1-eiJlV\. STATE b-D~ ZIP ?BS9, FAX
CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE #
MECHANICAL CONTRACTOR Po j."\ l \ \J I) f-jr.\'-t ~ Me. TELEPHONE 2 5 3.- B iI 5 -0 5b t
ADDRESS 130 b -rh ST. ':)i= EMAlL
CITY PI,;-I~llvf' STATE vo!!'- ZIP 9f-'~72.. FAX '2.53'-B'-II-05&lO
CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE #
Copy of mitigation agreement with Yelm Community Schools. if applicable.
I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the
above described property will be in accordance with the laws, rules and regulations of the State of Washington and the
c-;:: ~~ ~-'? 'If/siD::
Applicant's Signature Date I
Owner I Contractor J Owner's Agent I Contractor's Agent (Please circle one.)
All permits are non-transferable and will expire if work authorized by such permit is not begun
within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days
105 Yelm Avenue West
POBox 479
Yelm, WA 98597
(360) 458-3885
(360) 458-3144 FAX
www.ci.yelm.wa.us
Look Up a Contractor, Elect.1:.1cmn or Plumber LIcense DetaIl
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Topic Index I Contact Info
v-,.....'.\r...~-.. T'------....y 1
, Safety Claims & Insurance Workplace Rights .! Trades & licensing :i
""'-~-_.._.,_...."..".'""-""""_.__--.:_--_._.._,,._._------,,_._-~-~-----""--_._----"._---,"",------"-------~---,-,,,".,_...,,,
Find a Law or Rule i Get a Form or Publication
Look Up a Contractor, Electrician or Plumber
General/Specialty Contractor ---------,
iA business registered as a construction contractor with L&I to perform construction work within the scope II.:
lof its specialty A General or Specialty construction Contractor must maintain a surety bond or assignment ~
lof account and car~~ralliability insurance . _ ..__.___1
License Information
License PUY ALHA 984KC
Licensee Name PUYALLUP HEATING & AlC
Licensee Type CONSTRUCTION CONTRACTOR
UBI 602198870 Verify Workers Comp Premium
Status
Ind. Ins. Account 2954900
Id
Business Type CORPORATION
Address 1 130 15TH ST SE
Address 2
City PUY ALLU P
County PIERCE
State WA
Zip 98372
Phone 2538450581
Status ACTIVE
Specialty 1 AIR CONDITIONING
Specialty 2 AIR HEAT,VENTILATION,EVAPORAT
Effective Date 5/3/2002
Expiration Date 5/24/2006
Suspend Date
Separation Date
Parent Company PUYALLUP HOME COMFORT INC
Previous License
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License
I. ,.., ---~~~_.,~~..,-~~,-,.,.~-~,-,_. -
Business Owner Information
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5/24/2005
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Page 2 of2
Effective Expiration
Name Role Date Date
SMITH, HENSON J
JR PRESIDENT 05/03/2002
SMITH, PATRICIA VICE
IA PRESIDENT 05/03/2002
Bond Information
Bond Bond
Company Account Effective Expiration Cancel Impaired Bond Received
Bond Name Number Date Date Date Date Amount Date
COLONIAL
AM CAS &
SURETY Until
#1 10FMD LPM4056716 05/01/2002 Cancelled $6,000 00 05/03/2002
I .' ~~~
Savings Information II
, II
l No Matching Information I
L=~~<=_=.=~=~==_==,~==,==."~===,,,=_=__==,=,..=.~,~===~===~~=~~~.=
III~UI all\-"" Information
Company Policy Effective Expiration Cancel Impaired Received
Insurance Name Number Date Date Date Date Amount Date
CONTINENTAL Until
#4 WESTERN INS CNP00418462 05/01/2004 Cancelled $1,000,00000 05/10/2005
NORTHERN
#3 INS CO OF NY SCP040379860 05/01/2004 05/01/2005 $1,000,000 00 04/13/2004
NORTHERN
#2 INS CO OF NY SCP040379860 05/01/2003 05/01/2004 $1,000,000 00 04/28/2003
ASSURANCE
CO OF
#1 AMERICA M011819598 05/01/2002 05/01/2003 $2,000,000 00 05/03/2002
I Summons / Complaint;lnf~;'~;---
! No Matching Information
! ,'------=--
II
._""'-~_.'____"-.,l
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Topic Index I Contact Info
'.F._.-'-...._.,..,._..,.._"._--~-_._-_.._.....__._.... --.... . ""tJ" -~
Safety Claims & Insurance Workplace Rights . i Trades & licensing [i
! Find a Law or Rule I Get a Form or Publication j
Look Up a Contractor, Electrician or Plumber
i .. --..-...-..--..-..----...--.....--..---"..-------..-....---i
1General/Specialty Contractor .
iA business registered as a construction contractor with L&I to perform construction work within the scope
of its specialty A General or Specialty construction Contractor must maintain a surety bond or assignment
of account and insurance
License Information
License NORTHCH115NU
Licensee Name NORTHWEST CUSTOM HOMES INC
Licensee Type CONSTRUCTION CONTRACTOR
UBI 601198736 Verify Workers Comp Premium
Sta.tu.s
Ind. Ins. Account
Id
Business Type CORPORATION
Address 1 PO BOX 670
Address 2
City RAINIER
County THURSTON
State WA
Zip 98576
Phone 3604464111
Status ACTIVE
Specialty 1 GENERAL
Specialty 2 UNUSED
Effective Date 8/31/1989
Expiration Date 5/10/2007
Suspend Date
Separation Date
Parent Company
Previous License NORTHCH110JP
Next License THOMAH*019CR
Associated
License
r' ".. -_._--~._'----_._'-......,
Business Owner Information !
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Effective Expiration
Name Role Date Date
GAUTHIER,
THOMAS C PRESIDENT 08/31/1989
GAUTHIER, SUSAN VICE
iR PRESIDENT 08/31/1989
Bond Information
Bond Bond
Company Account Effective Expiration Cancel Impaired Bond Received
Bond Name Number Date Date Date Date Amount Date
Until
#6 CBIC SA1059 04/25/2002 Cancelled $12,00000 04/09/2002
#5 CBIC SA1059 04/25/1998 04/25/2002 $6,000 00
#4 CBIC SA1059 04/25/1997 04/25/1997 $6,000 00
STAR INS
#3 CO SA1109482 10/15/1994 04/25/1997 $6,00000
AMERICAN
BONDING
#2 CO 9316277 04/25/1992 04/25/1995 $6,000 00
#1 CBIC 656139 04/07/1989 04/07/1991 $6,00000
~ -. --- - -- ,---~--~_.,>-"-"-_._--,.._"._,~~~=---..~---,--.~~--~--~,._._-"'-,
I Savings Information
------1
Bank Assignment l
I I
Bank Branch of Savings Effective Release Assignment Impaired Received I
~ Savings Name Location Number Date Date Type Date Amount Date I
I
, I
~ SECURITY ,
I
~ PACIFIC I
~ #1 BANK OLYMPIA 1230316001 04/25/1991 04/26/1993 Bond $6,000 00
. - --
~
!
~
~
~
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- - -- -- ":,,,=",,,=-,<"~-,=",:,.,,:,-,:,,,,~,"-"-".",,,,-=.:-,-,,,-~-,,,,.~,,,,,,,",~;.;.,,,,,,,,~,,,.--.-...",,,,,,,,,.,,.,~-".""-
: Insurance Information
"
, Company Policy Effective Expiration Cancel Impaired Received
. Insurance Name Number Date Date Date Date Amount Date
#15 CBIC C11SA1059 05/07/2004 05/07/2006 $500,000 00 04/20/2005
! BURLINGTON
1#14 INS CO 162BOO0142 04/07/2003 05/07/2004 $1,000,000 00 04/07/2004
l MARYLAND
I'
;1#13 CAS CO Q0131 09471 04/07/2004 04/07/2005 $1,000,000 00 04/06/2004
,
j BURLINGTON
I
1#12 INS CO 162BOO0142 04/07/2003 04/07/2004 $1,000,000 00 04/15/2003
~ AMERICAN
~ STATES INS
1#11 CO 01 CD1806711 04/07/2002 04/07/2003 $1,000,000 00 04/09/2002
I AMERICAN
1#10 STATES INS
CO 01 CD180671 0 04/07/2001 04/07/2002 03/26/2001
"
! AMERICAN
~ STATES INS
1#9 CO 01CD1806719 04/07/2000 04/07/2001
I
!
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AMERICAN
STATES INS
#8 CO 01C01806718 04/07/1999 04/07/2000
AMERICAN
#7 STATES 01C01806716 04/07/1998 04/07/1999
AMERICAN
#6 STATES 01C01806716 04/07/1997 04/07/1998
AMERICAN
#5 STATES 01C01806715 04/07/1996 04/07/1997
AMERICAN
#4 STATES 01C01806714 04/07/1995 04/07/1996
AMERICAN
STATES INS
#3 CO 01C01806713 04/07/1994 04/07/1995
AMERICAN
#2 STATES 01C01806711 04/07/1992 04/07/1994
FARMERS INS Until
#1 GROUP 600272302 08/28/1989 Cancelled
I " . -'=='"-~~-'""O__._'~~~-~~-'~~">--""---,~-=,
l Summons / Complaints Information ~
L _,_~~ M~:.h.~~on"~______~J
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!, 0 0
LATERAL ANALYSIS AND
STRUCTURAL ENGINEERING
SITE: SEE SITE SPECIFIC LETTER
"',
ORIGINAL STAMP
MUST BE RED
TO BE VALID
FilE COpy
11-16-2004
NHD 314
PACIFIC NORTHWEST
ENGINEERING INC.
w~~~HH~ ~ in
!;...:~~ ~!r.~. Q '>-~ 'J
'J~hidH ~ ~~i
;;b~:r;f~ F;:;
SHEET DATE
PLAN NUMBER:
4928109tll St. 5W Suite. 8; L..a.kc.wood. WA. 98499
Phonc.) Fax (253l589.3lb5
..
CONSULTING? 0
ENGINEERS PACIFIC NORTHWEST ENGINEERING INC
" SITE SPECIFIC RE-USE LETTER
February 18,2005
InVOIce #20161
DesIgn #314
NW Custom Homes, Inc
Tom GauthIer
POBox 670
RaImer, W A 98576
SIte Address.
201x 3rd St.
Yelm, W A 98597
STRUCTURAL ENGINEERING DESIGN CRITERIA
Authorization has been granted for the re-use of structural engineering performed by
Pacific Northwest Engineering on the above noted plan design The design criteria listed
below is used in the structural calculations for this referenced plan The site location
noted above has been determined to comply with the criteria below unless noted
otherwise by the Building Official
WIND EXPOSURE. B
DESIGN WIND SPEED' 85 MPH
SEISMIC DESIGN CATEGORY D2
Ss = 1 3
S1 = 48
SNOW LOAD. 25 PSF
SOIL BEARING CAPACITY 1500 PSF
ROOFING TYPE. COMP, 15 PSF DEAD LOAD
BUILDING CODE. IBC 2003
The undersigned agrees that if the purchaser makes changes to the plan or the design
criteria listed above are not adequate or the format is not correct for the building
department the engineering may be rejected The undersigned would then need to pay
the additional costs for the revised engineering and no refund of the fee paid for the
original engineering will be made
~l~
Plan Purchaser
z.h:?/eC;:
Dat~
PACIFIC NORTHWEST ENGINEERING INC
4928 109th St, S. W Suite 8
Lakewood, WA 98499
Phone/Fax. (253) 589-3265
~
o 0
CONSUL TlNG I
ENGINEERS PACIFIC NORTHWEST ENGINEERING INC.
II
The enclosed documents are to be used in conjunction with the house plans referenced
on the cover It is essential that the contractor study the engineering requirements and
required changes to the architectural plan prior to start of work. Changes may include
additional foundations or footings, beam size changes, siding changes etc.
Scope of Enqineerinq Engineering analyses and design to resist lateral and qravity
loads in accordance with the 2003 IBC have been performed and incorporated into
stamped liS" sheets All analyses and calculations are included in this engineering
report. Engineering assumptions are listed below If these conditions are not present at
the site these calculations are void and Pacific Northwest Engineering Inc. must be
contacted immediately
LOADING CRITERIA
Building Code
Seismic Design Category
Ss
S1
Response Mod Factor
Site Class
Basic Wind Speed
2003 International Building Code
D
1 30
048
65
D
85 mph Exposure B
LIVE LOADS (pst) U.N.O.
- Uninhabitable attics without storage 10
- Uninhabitable attics with storage 20
- Habitable attics and sleeping areas 30
- All other areas except balconies and decks 40
- Balconies and Decks 60
DEAD LOADS (pst) U.N.O
- Roof with Composition Asphalt 15
- Floor 10
SNOW LOADS (pst) U.N.O.
- Snow 25
SOILS CRITERIA
Soils Consultant
Soils Report #
Bearing Pressure Req'd
Bearing Depth
None
None
1500 psf
12"
PACIFIC NORTHWEST ENGINEERING INC
4928 109TH ST SW, SUITE B
LAKEWOOO, WA. 98499-3733
~
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SOFTWARE FOR WOOD DESIGN
WoodWorks@ Shearwalls 2004
NHD 314 SHEAR.wsr
Nov 16,20041602:59
Project Information
ENGINEERING, INC
DESIGN SETTINGS
Design Code Wind Standard Seismic Standard
IBC 2003 ASCE-7 98 ASCE-7 98
Wind Capacity Increase Load Combinations Building Code Capacity Reduction
Shear C&C Panels 0 70 Seismic Wind Seismic
1 40 1 60 1 00 Wind 1 00 1 00
Nail Withdrawal Modification Max Shearwall Offset [ft]
Duration Temperature Moisture Content Plan Elevation
Factor Range Fabrication Service (within story) (between stories)
1 60 T<=lOOF Dry Dry 4 00 1 67
Maximum Height-to-width Ratio
Plywood Fiberboard Lumber Gypsum
Wind Seismic Wind Seismic Blocked Unblocked
3 5 3 5 - - - - -
Shearwall Relative Rigidity' Designed capacity using flexible distribution
Hold-down Forces Based on applied shearline force
Seismic Materials Include gypsum on exterior walls
SITE INFORMATION
IBC Occupancy ASCE.7 Equivalent
Category II - All others Category II - All others
Wind Seismic
ASCE-7 98 General analytic method for all bldgs ASCE-7 98 Equivalent lateral force procedure
Design Wind Speed 85mph Use Group I
Exposure Exposure B Design Category D
Enclosure Enclosed Site Profile Class D
Topographic Information [ft] Spectral Response Acceleration
Shape Height Length S1 o 480g Ss 1 300g
- - - Fundamental Period E-W N-S
Site Location. - T Used o l72s o l72s
- Approximate Ta 0 l72s 0 172s
- Maximum T 0 207s 0 207s
Response Factor R 6 50 6 50
1
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NHD 314 SHEARwsr Nov 16,2004160259
Structural Data
STORY INfORMATION
Ceiling
Level 2
Level 1
Foundation
Story
Elev ft
20 50
11 67
2 83
2 00
Floor/Ceiling
De th in
10 0
10 0
10 0
Wall
Height ft
8 00
8 00
BLOCK and ROOF INFORMATION
Block Roof Panels
Dimensions rftl Face Tvoe Slooe Overhana rftl
Block 1 2 Story E W Ridge
Location X, Y = o 00 -11 00 North Side 22 1 1 00
Extent X,Y = 36 50 35 00 South Side 22 1 1 00
Ridge Y Location, Offset 6 50 o 00 East Gable 90 0 1 00
Ridge Elevation, Height 27 60 7 10 West Gable 90 0 1 00
Block 2 1 Story N S Ridge
Location X,Y = 20 00 -20 00 North Gable 90 0 1 00
Extent X,Y = 22 00 23 50 South Gable 90 0 1 00
Ridge X Location, Offset 31 00 o 00 East Side 30 0 1 00
Ridge Elevation, Height 18 02 6 35 West Side 30 0 1 00
2
()
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NHD 314 SHEAR.wsr Nov 16,2004160259
MATERIALS by WALL GROUP
Wall Sheathing [in] Fasteners Spcg [in] Framing Members [in] Apply
Grp Surf Material Thick Orient Size Type Edg Fld Blkg Species G Spc Notes
1 Ext SS incl aSB 7/16 Vert 8d Nail 3 6 yes Hem-Fir 0 43 16 1,3
2 Ext SS incl aSB 7/16 Vert 8d Nail 6 12 yes Hem-Fir 0 43 16 1,3
3 Ext SS incl aSB 7/16 Vert 8d Nail 4 8 yes Hem-Fir 0 43 16 1,3
Notes.
1 Capacity has been reduced according to IBC specific gravity adjustment.
3. Shear capacity for current design has been increased to the va'ue for 15/32" sheathing with same nailing because stud spacing is 16" max. or
panel orientation is horizonta'.
3
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-------~----.--I
Nov 16,2004160259
--.--..- - ---
NHD 314 SHEAR.wsr
SHEARLlNE, WALL and OPENING DIMENSIONS
North-South Type Wall Location Extent [ft] Length FHS Height
Shearlines Group(s) X [ft] Start End [ft] [ft] [ft]
Line 1
Level 2
Line 1, Level 2 Seg 2 0 00 0 00 21 00 21 00 21 00 8 00
Wall 1-1 Seg 2 0 00 0 00 21 00 21 00 21 00
Level 1
Line 1, Level 1 Seg 2 0 00 0 00 20 00 20 00 20 00 8 00
Wall 1-1 Seg 2 0 00 0 00 20 00 20 00 20 00
Line 2
Level 2
Line 2, Level 2 NSW 8 50 -4 00 0 00 4 00 0 00 8 00
Wall 2-1 NSW 8 50 -2 00 0 00 2 00 0 00
Level 1
Line 2, Level 1 NSW 8 50 -4 00 0 00 4 00 0 00 8 00
Wall 2-1 NSW 8 50 -4 00 0 00 4 00 4 00
Line 3
Level 1
Line 3, Level 1 Seg 2 14 00 -11 00 20 00 31 00 7 00 8 00
Wall 3-1 Seg 2 14 00 -11 00 -4 00 7 00 7 00
Wall 3-2 NSW 16 00 20 00 24 00 4 00 4 00
Line 4
Level 2
Line 4, Level 2 NSW 20 00 -20 00 0 00 20 00 0 00 8 00
Wall 4-1 NSW 20 50 -2 00 0 00 2 00 0 00
Level 1
Line 4, Level 1 Seg 2 20 00 -20 00 24 00 44 00 9 00 8 00
Wall 4-1 Seg 2 20 00 -20 00 -11 00 9 00 9 00
Line 5
Level 1
Line 5, Level 1 NSW 27 00 20 00 24 00 4 00 0 00 8 00
Wall 5-1 NSW 27 00 20 00 24 00 4 00 4 00
Line 6
Level 2
Line 6, Level 2 Seg 2 36 50 0 00 21 00 21 00 15 00 8 00
Wall 6-2 Seg 2 36 50 4 00 21 00 17 00 11 00
Opening 1 5 00 10 00 5 00 7 00
Wall 6-1 Seg 2 36 50 0 00 4 00 4 00 4 00
Level 1
Line 6, Level 1 Seg 2 36 00 -20 00 20 00 40 00 11 50 8 00
Wall 6-1 Seg 2 36 00 3 50 20 00 16 50 11 50
Opening 1 10 00 15 00 5 00 7 00
Line 7
Level 1
Line 7, Level 1 Seg 2 42 00 -20 00 3 50 23 50 23 50 8 00
Wall 7-1 Seg 2 42 00 -20 00 3 50 23 50 23 50
East-West Type Wall Location Extent [ft] Length FHS Height
Shearlines Group(s) Y [ftl Start End [ft] [ftl [ftl
Line A
Level 1
Line A, Level 1 Seg 1 -20 00 20 00 42 00 22 00 2 50 8 00
Wall A-I Seg 1 -20 00 20 00 42 00 22 00 2 50
Opening 1 22 50 31 50 9 00 7 00
Opening 2 32 00 41 00 9 00 7 00
Line B
Level 1
Line B, Level 1 NSW -11 00 14 00 20 00 6 00 0 00 8 00
Wall B-1 NSW -11 00 14 00 20 00 6 00 0 00
Opening 1 16 00 18 00 2 00 7 00
Line D
Level 2
Line D, Level 2 Seg 2 0 00 0 00 36 50 36 50 9 50 8 00
Wall D-3 Seg 2 0 00 29 50 36 50 7 00 7 00
Wall D-2 NSW 0 00 20 50 29 50 9 00 9 00
Wall D-1 Seg 2 0 00 0 00 8 50 8 50 2 50
Opening 1 :2 50 6 50 4 00 7 00
Level 1
Line D, Level 1 Seg 3 0 00 0 00 42 00 42 00 8 50 8 00
Wall D-1 Seg 3 0 00 0 00 8 50 8 50 8 50
Wall D-2 NSW -4 00 8 50 14 00 5 50 0 00
Openino 1 9 50 12 50 3 00 7 00
4
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WoodWorks@ Shearwalls
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NHD 314 SHEAR.wsr Nov 16, 2004 16 02 59
SHEARLlNE, WALL and OPENING DIMENSIONS ( continued)
Line C
Level 2
Line C, Level 2 Seg 2 -2 00 8 50 20 50 12 00 7 50 8 00
Wall C-1 Seg 2 -2 00 8 50 20 50 12 00 7 50
Opening 1 12 00 16 50 4 50 7 00
Line E
Level 1
Line E, Level 1 Seg 2 3 50 0 00 42 00 42 00 6 00 8 00
Wall E-1 Seg 2 3 50 36 00 42 00 6 00 6 00
Line F
Level 2
Line F, Level 2 Seg 2 21 00 0 00 36 50 36 50 24 50 8 00
Wall F-l Seg 2 21 00 0 00 36 50 36 50 24 50
Opening 1 2 50 8 50 6 00 7 00
Opening 2 28 00 34 00 6 00 7 00
Level 1
Line F, Level 1 Seg 2 20 00 0 00 36 00 36 00 12 50 8 00
Wall F-1 Seg 2 20 00 0 00 16 00 16 00 10 00
Opening 1 5 00 11 00 6 00 7 00
Wall F-2 Seg 2 20 00 27 00 36 00 9 00 2 50
Opening 1 29 50 34 50 5 00 7 00
Line G
Level 1
Line G, Level 1 Seg 2 24 00 16 00 27 00 11 00 6 00 8 00
Wall G-1 Seg 2 24 00 16 00 27 00 11 00 6 00
Opening 1 19 00 24 00 5 00 7 00
5
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'--../
NHD 314 SHEAR.wsr
Nov 16,2004160259
Loads
WIND SHEAR LOADS
Level 2 Magnitude Trib
Block F Element Load Wnd Surf Prof Location [ft] [Ibs,plf,psf] Ht
Case Dir Dir Start End Start End [ft]
Block 1 W W-.>E wind Line -11 00 -2 00 0 0 23 1
Block 1 W W->E Wind Line -2 00 0 00 54 6 59 8
Block 1 W W->E Wind Line 0 00 6 50 59 8 76 5
Block 1 W W->E Wind Line 6 50 21 00 76 5 39 2
Bloek 1 W W->E Wind Line 21 00 24 00 7 7 0 0
Block 1 E W->E Lee Line -11 00 -2 00 0 0 15 8
Block 1 E W->E Lee Line -2 00 0 00 36 6 40 2
Block 1 E W->E Lee Line 0 00 6 50 40 2 51 5
Block 1 E W->E Lee Line 6 50 21 00 51 5 26 1
Block 1 E W->E Lee Line 21 00 24 00 5 3 0 0
Block 1 W E->W Lee Line -11 00 -2 00 0 0 15 8
Block 1 W E->W Lee Line -2 00 0 00 36 6 40 2
Block 1 W E->W Lee Line 0 00 6 50 40 2 51 5
Block 1 W E->W Lee Line 6 50 21 00 51 5 26 1
Block 1 W E->W Lee Line 21 00 24 00 5 3 0 0
Block 1 E E->W Wind Line -11 00 -2 00 0 0 23 1
Block 1 E E->W Wind Line -2 00 0 00 54 6 59 8
Block 1 E E->W Wind Line 0 00 6 50 59 8 76 5
Block 1 E E->W Wind Line 6 50 21 00 76 5 39 2
Block 1 E E->W Wind Line 21 00 24 00 7 7 0 0
Block 1 S S->N Wind Line -1 00 0 00 3 4
Block 1 S S->N Wind Line 0 00 8 50 35 0
Block 1 S S->N Wind Line 8 50 20 50 35 0
Block 1 S S->N Wind Line 20 50 36 50 35 0
Block 1 S S->N Wind Line 36 50 37 50 3 4
Block 1 N S->N Lee Line -1 00 0 00 39 6
Block 1 N S->N Lee Line 0 00 36 50 60 8
Block 1 N S->N Lee Line 36 50 37 50 39 6
Block 1 S N->S Lee Line -1 00 0 00 39 6
Block 1 S N->S Lee Line 0 00 8 50 60 8
Block 1 S N->S Lee Line 8 50 20 50 60 8
Block 1 S N->S Lee Line 20 50 36 50 60 8
Block 1 S N->S Lee Line 36 50 37 50 39 6
Block 1 N N->S Wind Line -1 00 0 00 3 4
Block 1 N N->S Wind Line 0 00 36 50 35 0
Block 1 N N->S Wind Line 36 50 37 50 3 4
Level 1 Magnitude Trib
Block F Element Load Wnd Surf Prof Location [ft] [Ibs,plf,psf] Ht
Case Dir Dir Start End Start End [ft]
Accum W W->E Wind Line -11 00 -4 00 65 0
Accum E W->E Lee Line 3 50 4 50 70 1
Accum W E->W Lee Line -11 00 -4 00 70 1
Accum E E->W Wind Line 3 50 4 50 65 0
Accum S S->N Wind Line 20 00 31 00 29 7 69 2
Accum N S->N Lee Line 36 00 42 00 31 0 18 1
Accum S N->S Lee Line 20 00 31 00 18 1 41 8
Accum N N->S Wind Line 36 00 42 00 51 3 29 7
Block 1 W W->E Wind Line -4 00 0 00 65 0
Block 1 W W->E Wind Point -2 00 -2 00 269
Block 1 W W->E Wind Line 0 00 4 50 65 0
Block 1 W W->E Wind Line 20 00 24 00 54 3
Block 1 E W->E Lee Line 20 00 24 00 38 2
Block 1 W E->W Lee Line -4 00 0 00 70 1
Block 1 W E->W Lee Line 0 00 4 50 70 1
Block 1 W E->W Lee Line 20 00 24 00 38 2
Block 1 E E->W Wind Point -2 00 -2 00 269
Block 1 E E->W Wind Line 20 00 24 00 54 3
Block 1 S S->N Wind Line 0 00 8 50 54 3
Block 1 S S->N Wind Line 8 50 14 00 54 3
Block 1 S S->N Wind Line 14 00 20 00 54 3
Block 1 N S->N Lee Line 0 00 16 00 38 8
Block 1 N S->N Lee Line 16 00 20 00 38 8
Block 1 N S->N Lee Line 27 00 31 00 53 9 62 5
Block 1 S N->S Lee Line 0 00 8 50 38 8
Block 1 S N->S Lee Line 8 50 14 00 38 8
Block 1 S N->S Lee Line 14 00 20 00 38 8
6
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WoodWorks@ Shearwalls
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'---'
NHD 314 SHEAR.wsr Nav 16,2004160259
WIND SHEAR LOADS ( continued)
Block 1 N N->S Wind Line 0 00 16 00 54 3
Block 1 N N->S Wind Line 16 00 20 00 54 3
Block 1 N N->S Wind Line 27 00 31 00 79 5 93 9
Block 2 W W->E Wind Line -21 00 -20 00 10 6
Block 2 W W->E Wind Line -20 00 -11 00 40 3
Block 2 W W->E Wind Line 4 50 20 00 54 3
Block 2 E W->E Lee Line -21 00 -20 00 31 9
Block 2 E W->E Lee Line -20 00 3 50 50 5
Block 2 E W->E Lee Line 4 50 20 00 38 2
Block 2 W E->W Lee Line -21 00 -20 00 31 9
Block 2 W E->W Lee Line -20 00 -11 00 50 5
Block 2 W E->W Lee Line 4 50 20 00 38 2
Block 2 E E->W Wind Line -21 00 -20 00 10 6
Block 2 E E->W Wind Line -20 00 3 50 40 3
Block 2 E E->W Wind Line 4 50 20 00 54 3
Block 2 S S->N Wind Line 31 00 42 00 69 2 29 7
Block 2 N S->N Lee Line 20 00 27 00 38 8 53 9
Block 2 N S->N Lee Line 31 00 36 00 62 5 51 8
Block 2 S N->S Lee Line 31 00 42 00 41 8 18 1
Block 2 N N->S Wind Line 20 00 27 00 54 3 79 5
Block 2 N N->S Wind Line 31 00 36 00 93 9 75 9
7
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'---/
WoodWorks@ Shearwalls
()
'---"
NHD 314 SHEAR.wsr Nav 16, 2004 16 02 59
WIND C&C LOADS
Block Building Level Magnitude [pst]
Face Interior End Zone
Block 1 West 2 14 1 17 4
Block 1 East 2 14 1 17 4
Block 1 South 2 14 1 17 4
Block 1 North 2 14 1 17 4
Block 1 West 1 14 1 17 4
Block 1 East 1 14 1 17 4
Block 1 South 1 14 1 17 4
Block 1 North 1 14 1 17 4
Block 2 West 1 14 1 17 4
Block 2 East 1 14 1 17 4
Block 2 South 1 14 1 17 4
Block 2 North 1 14 1 17 4
8
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WoodWorks@ Shearwalls
(j
NHD 314 SHEAR.wsr Nav 16,2004160259
BUILDING :MASSES
Level 2 Magnitude Trib
Force Building Block Shear Profile Location [ft] [Ibs,plf,psf] Width
Dir Element Line Start End Start End [ft]
E->W Roof Block 1 1 Line -12 00 25 00 192 5 192 5
E->W Roof Block 1 Line -12 00 25 00 192 5 192 5
E->W R Gable Block 1 1 Line -11 00 6 50 71 0 0 0
E->W L Gable Block 1 1 Line 6 50 24 00 0 0 71 0
E->W L Gable Block 1 Line -11 00 6 50 71 0 0 0
E->W R Gable Block 1 Line 6 50 24 00 0 0 71 0
N->S Roof Block 1 B Line -1 00 37 50 185 0 185 0
N->S Roof Block 1 G Line -1 00 37 50 185 0 185 0
All Wall 1-1 n/a 1 Line 0 00 21 00 80 0 80 0
All Wall 2-1 n/a 2 Line -2 00 0 00 80 0 80 0
All Wall 4-1 n/a Line -2 00 0 00 80 0 80 0
All Wall 6-1 n/a Line 0 00 4 00 80 0 80 0
All Wall 6-2 n/a Line 4 00 21 00 80 0 80 0
All Wall C-l n/a C Line 8 50 20 50 80 0 80 0
All Wall 0-1 n/a Line 0 00 8 50 80 0 80 0
All Wall 0-2 n/a Line 20 50 29 50 80 0 80 0
All Wall 0-3 n/a Line 29 50 36 50 80 0 80 0
All Wall F-l n/a Line 0 00 36 50 80 0 80 0
Level 1 Magnitude Trib
Force Building Block Shear Profile Location [ft] [Ibs,plf,psf] Width
Dir Element Line Start End Start End [ft]
E->W Roof Block 2 4 Line -21 00 4 50 120 0 120 0
E->W Roof Block 2 7 Line -21 00 4 50 120 0 120 0
E->W Floor 04 n/a 1 Line 0 00 3 50 210 0 210 0
E->W Floor 05 n/a 1 Line 3 50 20 00 180 0 180 0
E->W Floor 03 n/a 2 Line -4 00 0 00 167 5 167 5
E->W Floor 02 n/a 3 Line -11 00 -4 00 140 0 140 0
E->W Floor 06 n/a Line 20 00 24 00 55 0 55 0
E->W Floor 01 n/a 4 Line -20 00 -11 00 110 0 110 0
E->W Floor 06 n/a 5 Line 20 00 24 00 55 0 55 0
E->W Floor 05 n/a 6 Line 3 50 20 00 180 0 180 0
E->W Floor 01 n/a 7 Line -20 00 -11 00 110 0 110 0
E->W Floor 02 n/a 7 Line -11 00 -4 00 140 0 140 0
E->W Floor 03 n/a 7 Line -4 00 0 00 167 5 167 5
E->W Floor 04 n/a 7 Line 0 00 3 50 210 0 210 0
N->S Roof Block 2 A Line 19 00 43 00 127 5 127 5
N->S Roof B10cy 2 E Line 19 00 43 00 127 5 127 5
N->S L Gable Block 2 A Line 20 00 31 00 63 5 0 0
N->S R Gable Block 2 A Line 31 00 42 00 0 0 63 5
N->S R Gable Block 2 E Line 20 00 31 00 63 5 0 0
N->S L Gable Block 2 E Line 31 00 42 00 0 0 63 5
N->S Floor 05 n/a A Line 20 00 27 00 220 0 220 0
N->S Floor 06 n/a A Line 27 00 36 00 200 0 200 0
N->S Floor 07 n/a A Line 36 00 42 00 117 5 117 5
N->S Floor 03 n/a B Line 14 00 16 00 155 0 155 0
N->S Floor 04 n/a B Line 16 00 20 00 175 0 175 0
N->S Floor 02 n/a 0 Line 8 50 14 00 120 0 120 0
N->S Floor 01 n/a Line 0 00 8 50 100 0 100 0
N->S Floor 07 n/a E Line 36 00 42 00 117 5 117 5
N->S Floor D1 n/a F Line 0 00 8 50 100 0 100 0
N->S Floor 02 n/a F Line 8 50 14 00 120 0 120 0
N->S Floor 03 n/a F Line 14 00 16 00 155 0 155 0
N->S Floor 06 n/a F Line 27 00 36 00 200 0 200 0
N->S Floor 04 n/a G Line 16 00 20 00 175 0 175 0
N->S Floor 05 n/a G Line 20 00 27 00 220 0 220 0
All Wall 1-1 n/a 1 Line 0 00 20 00 80 0 80 0
All Wall 2-1 n/a 2 Line -4 00 0 00 80 0 80 0
All Wall 3-1 n/a 3 Line -11 00 -4 00 80 0 80 0
All Wall 3-2 n/a Line 20 00 24 00 80 0 80 0
All Wall 4-1 n/a 4 Line -20 00 -11 00 80 0 80 0
All Wall 5-1 n/a 5 Line 20 00 24 00 80 0 80 0
All Wall 6-1 n/a 6 Line 3 50 20 00 80 0 80 0
All Wall 7-1 n/a 7 Line -20 00 3 50 80 0 80 0
All Wall A-1 n/a A Line 20 00 42 00 80 0 80 0
9
n
WoodWorks@ Shearwalls
()
"'--"
NHD 314 SHEAR.wsr Nov 16,2004160259
BUILDINGiMASSES (continued)
All Wall B-1 n/a B Line 14 00 20 00 80 0 80 0
All Wall D-2 n/a D Line 8 50 14 00 80 0 80 0
All Wall D-1 n/a Line 0 00 8 50 80 0 80 0
All Wall E-1 n/a E Line 36 00 42 00 80 0 80 0
All Wall F-1 n/a F Line 0 00 16 00 80 0 80 0
All Wall F-2 n/a F Line 27 00 36 00 80 0 80 0
All Wall G-1 n/a G Line 16 00 27 00 80 0 80 0
10
()
WoodWorks@ Shearwalls
o
NHD 314 SHEAR.wsr Nov 16,2004160259
SEISMIC LOADS
Level 2
Force Profile Location [ft] Mag [Ibs,plf,psf]
Dir Start End Start End
E->W Line -12 00 -11 00 86 0 86 0
E->W Line -11 00 0 00 86 0 105 9
E->W Point -2 00 -2 00 107 107
E->W Point 0 00 0 00 219 219
E->W Line 0 00 4 00 123 7 131 0
E->W Line 4 00 6 50 131 0 135 5
E->W Line 6 50 21 00 135 5 109 3
E->W Point 21 00 21 00 326 326
E->W Line 21 00 24 00 91 4 86 0
E->W Line 24 00 25 00 86 0 86 0
N->S Point 0 00 0 00 465 465
N->S Line 0 00 8 50 17 9 17 9
N->S Line 8 50 20 50 17 g 17 9
N->S Line 20 50 29 50 17 9 17 9
N->S Line 29 50 36 50 17 9 17 9
N->S Point 36 50 36 50 465 465
Level 1
Force Profile Location [ft] Mag [Ibs,plf,psf]
Dir Start End Start End
E->W Line -21 00 -20 00 26 8 26 8
E->W Point -20 00 -20 00 176 176
E->W Line -20 00 -11 00 60 3 60 3
E->W Line -11 00 -4 00 67 0 67 0
E->W Point -4 00 -4 00 25 25
E->W Line -4 00 0 00 50 0 50 0
E->W Point -2 00 -2 00 54 54
E->W Point -2 00 -2 00 801 801
E->W Point 0 00 0 00 109 109
E->W Line 0 00 3 50 91 5 91 5
E->W Point 3 50 3 50 105 105
E->W Line 3 50 4 00 84 8 84 8
E->W Line 4 00 4 50 84 8 84 8
E->W Line 4 50 20 00 58 1 58 1
E->W Point 20 00 20 00 112 112
E->W Line 20 00 21 00 19 5 19 5
E->W Point 21 00 21 00 163 163
E->W Line 21 00 24 00 10 6 10 6
E->W Point 24 00 24 00 49 49
N->S Point 0 00 0 00 183 183
N->S Line 0 00 8 50 24 6 24 6
N->S Line 8 50 14 00 44 7 44 7
N->S Point 14 00 14 00 31 31
N->S Line 14 00 16 00 30 7 30 7
N->S Point 16 00 16 00 18 18
N->S Line 16 00 19 00 32 9 32 q
N->S Line 19 00 20 00 61 4 61 4
N->S Point 20 00 20 00 40 40
N->S Line 20 00 20 50 95 4 96 1
N->S Line 20 50 27 00 96 1 104 5
N->S Line 27 00 29 50 100 0 103 2
N->S Line 29 50 31 00 103 2 105 2
N->S Line 31 00 36 00 105 2 98 7
N->S Point 36 00 36 00 74 74
N->S Line 36 00 36 50 80 3 79 7
N->S Point 36 50 36 50 94 94
N->S Line 36 50 42 00 70 7 63 6
N->S Point 42 00 42 00 105 105
N->S Line 42 00 43 00 28 5 28 5
. ,
All loads entered by the user or generated by program are specified (unfactored) loads. The program will apply a 'oad factor of 0 70 and
reliabilitylredundancy factor to seismic 'oads before distributing them to the shearlines.
11
L~
O-~--_....~.._-_..___~~~_m__~O-______m___.....____._.m~.___~._.
__ ~o.?~_~~~~!~ Shearwalls NHD_314 SHEAR__ws~_~~~~~~.'.~~OO~m~6 ~~m~~~ I
Flexible Diaphragm Wind Design
SHEAR RESULTS
North-South W For Shear Force [pit] Allowable Shear [pit] Crit.
Shearlines Gp Dir Ld. Case V [Ibs] V/L V/FHS Int Ext Co C Total V flbsl Reso.
Line 1
Level 2
Lnl, Lev2 2 Both 1791 85 3 85 3 339 1 00 S 339 7109 o 25
Level 1
Lnl, LevI 2 Both 2443 122 2 122 2 339 1 00 S 339 6770 0 36
Line 3
Ln3, LevI 2 Both 932 30 1 133 1 339 1 00 S 339 2370 0 39
Line 4
Ln4, LevI 2 S->N 1058 24 0 117 6 339 1 00 S 339 3047 0 35
2 N->S 108g 24 8 121 0 339 1 00 S 339 3047 0 36
Line 6
Level 2
Ln6, Lev2 2 Both 1791 85 3 119 4 339 1 00 S 339 5078 0 35
Wall 6-'2 2 Both 1313 85 3 119 4 339 1 00 339 3724 0 35
Wall 6-1 2 Both 478 85 3 119 4 339 1 00 339 1354 0 35
Level 1
Ln6, LevI 2 S->N 2913 72 8 253 3 339 1 00 S 339 3893 0 75
2 N->S 2944 73 6 256 0 339 1 00 S 339 3893 0 76
Line 7
Ln7, LevI 2 Both 178 7 6 7 6 339 1 00 S 339 7955 0 02
East-West W For Shear Force [pit] Allowable Shear [pit] Crit.
Shearlines Go Dir Ld.Case V flbsl V/L V/FHS Int Ext Co C Total V flbsl Reso.
Line A
Level 1
LnA, LevI 1 W->E 1052 47 8 420 9 638 1 00 S 638 1595 0 66
1 E->W 1037 47 1 414 8 638 1 00 S 638 1595 0 65
Line D
Level 2
LnO, Lev2 2 Both 1255 34 4 132 1 339 1 00 S 339 3216 0 39
Wall 0-3 2 Both 925 34 4 132 1 339 1 00 339 2370 0 39
Wall 0~1 2 Both 330 34 4 132 1 339 1 00 339 846 0 39
Level 1
LnO, LevI 3 W->E 2804 66 8 329 9 495 1 00 S 495 4205 0 67
3 E->W 2755 65 6 324 1 495 1 00 S 495 4205 0 66
Line C
Level 2
LnC, Lev2 2 Both 269 22 4 35 9 339 1 00 S 339 2539 o 11
Line E
Level 1
LnE, LevI 2 W->E 1006 24 0 167 7 33g 1 00 S 339 2031 0 50
2 E->W 998 23 8 166 3 339 1 00 S 339 2031 0 49
Line F
Level 2
LnF, Lev2 2 Both 1005 27 5 41 0 339 1 00 S 339 8294 0 12
Level 1
LnF, LevI 2 Both 1954 54 3 156 3 339 1 00 S 339 4232 0 46
Wall F-l 2 Both 1563 54 3 156 3 339 1 00 339 3385 0 46
Wall F-2 2 Both 391 54 3 156 3 339 1 00 339 846 0 46
Line G
LnG, LevI 2 Both 185 16 8 30 8 339 1 00 S 339 2031 o 09
.. , .
C- Sheathmg Combmatlon A- Add capacItIes; S- Strongest on'y; X- Strongest or twIce weakest.
12
~--~~_~--_m-~-~~-~------~--~--O- -------~-
WoodWorks@ Shearwalls
--- - ------O---~-~-
NHD 314 SHEAR.wsr
Nov 16,2004160259
J
DRAGSTRUT AND HOLD DOWN FORCES
Level 1
Li ne- Position on Wall Location [ft] Holddown Force [Ibs] Dragstrut
Wall Or Ooening X y Ld.Case Shear Dead Uolift Cmb'd Force flbsl
Line 1
1-1 Left Wall End 0 00 0 00 1660 1660
1-1 Right Wall End 0 00 20 00 977 977
Line 1 Vert Element 0 00 21 00 682 682
Line 3
3-1 Left Wall End 14 00 -11 00 1065 1065
3-1 Right Wall End 14 00 -4 00 1065 1065 721
Line 4
4-1 Left Wall End 20 00 -20 00 968 968
4-1 Right Wall End 20 00 -11 00 968 968 866
Line 6
Line 6 Vert Element 36 50 0 00 955 955
6-1 Left Wall End 36 00 3 50 2048 2048 1730
Line 6 Vert Element 36 50 4 00 955 955
6-1 Left Opening 1 36 00 10 00 3004 3004 544
6-1 Right Opening 1 36 00 15 00 2048 2048 912
6-1 Right Wall End 36 00 20 00 2048 2048
Line 6 Vert Element 36 50 21 00 955 955
Line 7
7-1 Left Wall End 42 00 -20 00 61 61
7-1 Right Wall End 42 00 3 50 61 61
Line A
A-1 Left Wall End 20 00 -20 00 3367 3367
A-1 Left Opening 1 22 50 -20 00 3367 3367 933
Line D
D-1 Left Wall End 0 00 0 00 3696 3696
Line D Vert Element 2 50 0 00 1057 1057
D-1 Right Wall End 8 50 0 00 2639 2639 2236
Line D Vert Element 29 50 0 00 1057 1057
Line D Vert Element 36 50 0 00 1057 1057
Line C
Line C Vert Element 8 50 -2 00 287 287
Line C Vert Element 12 00 -2 00 287 287
Line C Vert Element 16 50 -2 00 287 287
Line C Vert Element 20 50 -2 00 287 287
Line E
E-1 Left Wall End 36 00 3 50 1342 1342 863
E-1 Right Wall End 42 00 3 50 1342 1342
Line F
F-1 Left Wall End 0 00 20 00 1578 1578
Line F Vert Element 2 50 21 00 328 328
F-1 Left Opening 1 5 00 20 00 1250 1250 510
Line F Vert Element 8 50 21 00 328 328
F-1 Right Opening 1 11 00 20 00 1250 1250 185
F-1 Right Wall End 16 00 20 00 1250 1250 695
F-2 Left Wall End 27 00 20 00 1250 1250 98
Line F Vert Element 28 00 21 00 328 328
F-2 Left Opening 1 29 50 20 00 1250 1250 353
Line F Vert Element 34 00 21 00 328 328
Line F Vert Element 36 50 21 00 328 328
Line G
G-1 Left Wall End 16 00 24 00 247 247
G-1 Left Opening 1 19 00 24 00 247 247 42
G-1 Right Opening 1 24 00 24 00 247 247 42
G-1 Right Wall End 27 00 24 00 247 247
Level 2
Line- Position on Wall Location [ft] Holddown Force [Ibs] Dragstrut
Wall Or OoeninQ X y Ld.Case Shear Dead Uolift Cmb'd Force [Ibs]
Line 1
1-1 Left Wall End 0 00 0 00 682 682
1-1 Right Wall End 0 00 21 00 682 682
Line 6
6-1 Left Wall End 36 50 0 00 955 955
6-1 Right Wall End 36 50 4 00 955 955
6-2 Left Opening 1 36 50 5 00 171
6-2 Right Opening 1 36 50 10 00 955 955 256
6-2 Right Wall End 36 50 21 00 955 955
Line D
D-1 Left Wall End 0 00 0 00 1057 1057
13
o
WoodWorks@ Shearwalls
o
NHD 314 SHEAR.wsr Nav 16,2004160259
DRAGSTRUT AND HOLDDOWN FORCES (flexible wind design, continued)
D-1 Left Opening 1 2 50 0 00 1057 1057 244
0-3 Left Wall End 29 50 0 00 1057 1057 684
0-3 Right Wall End 36 50 0 00 1057 1057
Line C
C-1 Left Wall End 8 50 -2 00 287 287
C-1 Left Opening 1 12 00 -2 00 287 287 47
C-1 Right Opening 1 16 50 -2 00 287 287 54
C-1 Right Wall End 20 50 -2 00 287 287
Line F
F-1 Left Wall End 0 00 21 00 328 328
F-l Left Opening 1 2 50 21 00 328 328 34
F-1 Right Opening 1 8 50 21 00 328 328 131
F-1 Left Opening 2 28 00 21 00 328 328 131
F-1 Right Opening 2 34 00 21 00 328 328 34
F-1 Right Wall End 36 50 21 00 328 328
Dead load contnbutlon to combmed force IS factored by 1 00 'oad combmatlOn factor
14
~ 0
L WoodWorks@ Shearwalls
----------.----- - -- --
o
---
J
NHD 314 SHEAR.wsr Nav 16, 2004 16 02 59
Wind Suction Design
COMPONENTS AND CLADDING by SHEARLlNE
North-South Sheathing [pst] Fastener Withdrawal [Ibs] Service Cond
Shearlines Force Cap Force/ Force Cap Force/Cap Factors
Line Lev Grp Cap End Int End Int Temp Moist
1 1 2 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00
2 2 \ 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00
2 2 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00
2 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00
3 1 2 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00
4 1 2 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00
2 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00
5 2 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00
6 1 2 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00
2 2 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00
7 1 2 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00
East-West Sheathing [pst] Fastener Withdrawal [Ibs] Service Cond
Shearlines Force Cap Force/ Force Cap Force/Cap Factors
Line Lev Grp Cap End Int End Int Temp Moist
A 1 1 17 4 48 0 0 36 12 9 68 0 17 0 14 1 00 1 00
B 2 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00
D 1 3 17 4 48 0 0 36 15 13 68 0 23 0 18 1 00 1 00
2 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00
2 2 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00
C 2 2 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00
E 1 2 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00
F 1 2 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00
2 2 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00
G 1 2 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00
15
o
WoodWorks@ Shearwalls
()
NHD 314 SHEAR.wsr Nav 16,2004160259
Flexible Diaphragm Seismic Design
SEISMIC INFORMATION
Building Area Story Shear [Ibs] Shear Ratio Rmax Reliability Factor p
Mass flbsl [so.ftl E-W N-S E-W N-S E-W N-S
Level 2 7085 791 1582 1582 0 369 0 333 0 07 -0 13
Level 1 29367 1313 3278 3278 0 501 0 354 0 90 0 44
Structure 36452 - 4860 4860 - - 1 00 1 00
Vertical Earthquake Load Ev = 02 Sds 0, Sds = 087, Ev = 0 170
SHEAR RESULTS
North-South W For HIW Fact. Shear Force [pit] Allowable Shear [pit] Crit.
Shearlines Gp Dir Int Ext V fibs] V/L V/FHS Int Ext Co C Total V rlbsl Resp.
Line 1
Level 2
Ln1, Lev2 2 Both 1 0 1 0 554 26 4 26 4 242 1 00 S 242 5078 0 11
Level 1
Lnl, LevI 2 Both 1 0 1 0 817 40 9 40 9 242 1 00 S 242 4836 o 17
Line 3
Ln3, LevI 2 Both 1 0 1 0 281 9 1 40 1 242 1 00 S 242 1693 0 17
Line 4
Ln4, LevI 2 Both 1 0 1 0 682 15 5 75 8 242 1 00 S 242 2176 0 31
Line 6
Level 2
Ln6, Lev2 2 Both 1 0 1 0 554 26 4 36 9 242 1 00 S 242 3627 0 15
Wall 6-2 2 Both 1 0 1 0 406 26 4 36 9 242 1 00 242 2660 0 15
Wall 6-1 2 Both 1 0 1 0 148 26 4 36 9 242 1 00 242 967 0 15
Level 1
Ln6, LevI 2 Both 1 0 1 0 1384 34 6 120 3 242 1 00 S 242 2781 0 50
Line 7
Ln7, LevI 2 Both 1 0 1 0 238 10 1 10 1 242 1 00 S 242 5682 0 04
East-West W For HIW Fact. Shear Force [pit] Allowable Shear [pit] Crit.
Shearllnes Gp Dir Int Ext V fibs] V/L V/FHS Int Ext Co C Total V flbsl Resp.
Line A
Level 1
LnA, LevI 1 Both 1 0 63 637 28 9 254 7 285 1 00 S 285 712 o 89
Line D
Level 2
LnD, Lev2 2 Both 1 0 63 1168 32 0 122 9 151 1 00 S 151 2070 0 81
Wall D~3 2 Both 1 0 1 0 861 32 0 122 9 242 1 00 242 1693 0 51
Wall D~l 2 Both 1 0 63 307 32 0 122 9 151 1 00 151 378 0 81
Level 1
LnD, LevI 3 Both 1 0 1 0 2325 55 4 273 5 353 1 00 S 353 3004 0 77
Line C
Level 2
LnC, Lev2 2 Both 1 0 87 801 66 7 106 7 212 1 00 S 212 1708 o 50
Line E
Level 1
LnE, Levl 2 Both 1 0 1 0 539 12 8 89 8 242 1 00 S 242 1451 o 37
Line F
Level 2
LnF, Lev2 2 Both 1 0 63 1365 37 4 55 7 151 1 00 S 151 5471 0 37
Level 1
LnF, Levl 2 Both 1 0 63 1885 52 4 150 8 151 1 00 S 151 2796 1 00
Wall F-l 2 Both 1 0 1 0 1508 52 4 150 8 242 1 00 242 2418 0 62
Wall F-2 2 Both 1 0 63 377 52 4 150 8 151 1 00 151 378 1 00
Line G
LnG, Levl 2 Both 1 0 75 79 7 1 13 1 181 1 00 S 181 1088 0 07
C- Sheathmg CombmatlOn. A- Add capacItIes, S- Strongest only; X- Strongest or tWice weakest.
16
1-----
I
o
WoodWorks@ Shearwalls
o
Nov 16, 2004~O;-59~--1
NHD 314 SHEAR.wsr
DRAGSTRUT AND HOLDDOWN FORCES
Level 1
Li ne- Position on Wall Location [ft] Holddown Force [Ibs] Dragstrut
Wall Or Opening X Y Shear Dead Uplift Cmb'd Force rlbsl
Line 1
1-1 Left Wall End 0 00 0 00 538 538
1-1 Right Wall End 0 00 20 00 327 327
Line 1 Vert Element 0 00 21 00 211 211
Line 3
3-1 Left Wall End 14 00 -11 00 321 321
3-1 Right Wall End 14 00 -4 00 321 321 218
Line 4
4-1 Left Wall End 20 00 -20 00 606 606
4-1 Right Wall End 20 00 -11 00 606 606 542
Line 6
Line 6 Vert Element 36 50 0 00 295 295
6-1 Left Wall End 36 00 3 50 963 963 813
Line 6 Vert Element 36 50 4 00 295 295
6-1 Left Opening 1 36 00 10 00 1258 1258 256
6-1 Right Opening 1 36 00 15 00 963 963 429
6-1 Right Wall End 36 00 20 00 963 963
Line 6 Vert Element 36 50 21 00 295 295
Line 7
7-1 Le ft Wall End 42 00 -20 00 81 81
7-1 Right Wall End 42 00 3 50 81 81
Line A
A-I Left Wall End 20 00 -20 00 2038 2038
A-1 Left Opening 1 22 50 -20 00 2038 2038 564
Line D
D-1 Left Wall End 0 00 0 00 3172 3172
Line D Vert Element 2 50 0 00 983 983
D-l Right Wall End 8 50 0 00 2188 2188 1854
Line D Vert Element 29 50 0 00 983 983
Line D Vert Element 36 50 0 00 983 983
Line C
Line C Vert Element 8 50 -2 00 854 854
Line C Vert Element 12 00 -2 00 854 854
Line C Vert Element 16 50 -2 00 854 854
Line C Vert Element 20 50 -2 00 854 854
Line E
E-l Left Wall End 36 00 3 50 719 719 46;:
E-1 Right Wall End 42 00 3 50 719 719
Line F
F-l Left Wall End 0 00 20 00 1652 1652
Line F Vert Element 2 50 21 00 446 446
F-1 Left Opening 1 5 00 20 00 1206 1206 492
Line F Vert Element 8 50 21 00 446 446
F-1 Right Opening 1 11 00 20 00 1206 1206 178
F-1 Right Wall End 16 00 20 00 1206 1206 670
F-2 Left Wall End 27 00 20 00 1206 1206 94
Line F Vert Element 28 00 21 00 446 446
F-2 Left Opening 1 29 50 20 00 1206 1206 340
Line F Vert Element 34 00 21 00 446 446
Line F Vert Element 36 50 21 00 446 446
Line G
G-1 Left Wall End 16 00 24 00 105 105
G-l Left Opening 1 19 00 24 00 105 105 18
G-l Right Opening 1 24 00 24 00 105 105 18
G-l Right Wall End 27 00 24 00 105 105
Level 2
Line- Position on Wall Location [ft] Holddown Force [Ibs] Dragstrut
Wall Or Opening X y Shear Dead Uplift Cmb'd Force rlbsl
Line 1
1-1 Left Wall End 0 00 0 00 211 211
1-1 Right Wall End 0 00 21 00 211 211
Line 6
6-1 Left Wall End 36 50 0 00 295 295
6-1 Right Wall End 36 50 4 00 295 295
6-2 Left Opening 1 36 50 5 00 5J
6-2 Right Opening 1 36 50 10 00 295 295 79
6-2 Right Wall End 36 50 21 00 295 295
Line D
D-1 Left Wall End 0 00 0 00 983 983
17
n
WoodWorks@ Shearwalls
o
NHD 314 SHEAR.wsr Nov 16,2004160259
DRAGSTRUT AND HOLD DOWN FORCES (flexible seismic design. continued)
0-1 Left Opening 1 2 50 0 00 983 983 227
0-3 Left Wall End 29 50 0 00 983 983 637
0-3 Right Wall End 36 50 0 00 983 983
Line C
C-1 Left Wall End 8 50 -2 00 854 854
C-1 Left Opening 1 12 00 -2 00 854 854 140
C-1 Right Opening 1 16 50 -2 00 854 854 160
C-1 Right Wall End 20 50 -2 00 854 854
Line F
F-1 Left Wall End 0 00 21 00 446 446
F-1 Left Opening 1 2 50 21 00 446 446 46
F-1 Right Opening 1 8 50 21 00 446 446 179
F-1 Left Opening 2 28 00 21 00 446 446 179
F~l Right Opening 2 34 00 21 00 446 446 46
F-1 Right Wall End 36 50 21 00 446 446
Dead 'oad contribution to combined force is factored by 0 479 due to load combination factor and vertica' seismic force
18
Cl
WoodWorks@ Shearwalls
-~----Q--- ~
NHD 314 SHEAR.wsr
19
I
Nav 16,2004160259 I
--~-- _._------~--_.-
o
o
01
. ----1
_____1
WoodWorks@ Shearwalls
SOFTWARE FOR WOOD DESIGN
NHD 314 SHEAR.wsw
WoodWorks@ Shearwalls 2004
Nov 16,2004 16:03:21
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WoodWorks@
COMPANY
PACIFIC NORTHWEST ENGINEERING, INC
(253) 589-3265
Nov 16,200416'0357
PROJECT
NHD 314
B1
Design Check Calculation Sheet
Sizer 2004
LOADS (Ibs, pst, or pit)
Load Type
Distribution
Magnitude
Start End
170 0
360 0
Location [ft] Pattern
Start End Load?
No
No
Load3 Dead
Load4 Live
Full UDL
Full UDL
0' 5'
Dead 440 440
Live 900 900
Total 1340 1340
Bearing
LC ilumber 2 2
Length 1 0 1 0
Lumber-soft, D.Fir-L, No.2, 4x8"
Self Weight of 6 03 plf automatically included in loads;
Lateral:support: top= full, bottom= at supports; Load combinations ICC-IBC;
SECl110N vs DESIGN CODE NDS-2001 (stress=psi, and in )
Criterion
Shear
Bending(+)
Live Defl'n
Total Defl' n
Analysis Value
fv - 60
fb 656
o 03 <L/999
o 05 <L/999
Design
Fv' -
Fb'
o 17
o 25
Value
180
1170
L/360
L/240
33
56
17
20
ADDITIONAL DATA.
FACTORS F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC#
Fb'+ 900 1 00 1 00 1 00 1 000 1 300 1 00 1 00 1 00 1 00 2
Fv' 180 1 00 1 00 1 00 1 00 1 00 1 00 2
Fcp' 625 1 00 1 00 1 00 1 00
E' 1 6 million 1 00 1 00 1 00 1 00 2
Bending(+) LC# 2 D+L, M ~ 1675 lbs-ft
Shear LC# 2 D+L, V = 1340, V design 1016 lbs
Deflection LC# 2 D+L EI= 177 83e06 Ib-in2
Total Deflection = 1 50(Dead Load Deflection) + Live Load Deflection
(D;dead L=live S=snow w=wind I=impact C=construction CLd=concentrated)
(All LC's are listed in the Analysis output)
DESIGN NOTES
1 Please verify that the default deflection limits are appropriate for your application
2. Sawn lumber bending members shall be laterally supported according to the provisions of NOS Clause 4 4 1
o
o
WoodWorks@
COMPANY
PACIFIC NORTHWEST ENGINEERING, INC
(253) 589-3265
Nov 16 20041604'04
PROJECT
NHO 314
B2
Design Check Calculation Sheet
Sizer 2004
LOADS (Ibs, psf, or plf )
Load Type
Distribution
Magnitude
Start End
200 0
480 0
Location [ft] Pattern
Start End Load?
No
No
Load3 Dead
Load4 Live
Full UDL
Full UDL
and BEARING LENGTHS
0' 5'
Dead 516 516
Live 1200 1200
Total 1716 1716
Bearing
LC number 2 2
Len th 1 0 1 0
Lumber n-ply, D Fir-L, No.2, 2x10", 2-Plys
Self Weight of 6 59 plf automatically included in loads
Lateral.support: top= full, bottom= at supports Repetitive factor applied where permitted (refer to online help), Load combinations ICC-IBC
SECTION vs DESIGN CODE NDS-2001 (stress=psi, and in )
Cr!Lterion Anal sis Value Design Value Analysis/Design
Shear fv - 64 Fv' - 180 fv/Fv' - 0 36
Bending(+) fb 602 Fb' 990 fb/Fb' = 0 61
Live Defl'n 0 02 <L/999 0 17 L/360 0 13
Total De fl 'n 0 04 <L/999 0 25 L/240 0 14
ADDlTnONAL DATA.
FACTORS F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC#
Fb'+ 900 1 00 1 00 1 00 1 000 1 100 1 00 1 00 1 00 1 00 2
Fv' 180 1 00 1 00 1 00 1 00 1 00 1 00 2
Fcp' 625 1 00 1 00 1 00 1 00
E' 1 6 million 1 00 1 00 1 00 1 00 2
Bending(+) LC# 2 D+L, M = 2146 Ibs-ft
Shear LC# 2 D+L, V = 1716, V design 1187 lbs
Deflection LC# 2 D+L EI= 158 2ge06 lb-in2/ply
Total Deflection = 1 50(Dead Load Deflection) + Live Load Deflection
(D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated)
(All LC's are listed in the Analysis output)
DESIGN NOTES
1 Please verify that the default deflection limits are appropriate for your application.
2, Sawn lumber bending members shall be laterally supported according to the provisions of NOS Clause 4 4 1
3 BUILT-UP BEAMS. it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely
at intervals not exceeding 4 times the depth and that
each ply is equally top-loaded. Where beams are side-loaded, special fastening details may be required.
()
o
WoodWorks'~
COMPANY
PACIFIC NORTHWEST ENGINEERING, INC
(253) 589-3265
Nov 16,200416'0412
PROJECT
NHO 314
SF1
Design Check Calculation Sheet
Sizer 2004
LOADS ( Ibs, psf, or plf )
Load Type Distribution Magnitude Location [ft] Pattern
Start End Start End Load?
Load1 Dead Full UDL 180 0 No
Load2 Snow Full UDL 300 0 No
Load3 Dead Full UDL 60 0 No
Load4 Live Full UDL 240 0 No
LoadS Dead Full UDL 80 0 No
MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in)
0' 10'
Dead 1675 1675
Live 2025 2025
Total 3700 3700
Bearing
LC number 3 3
Length 1 1 1 1
Timber-soft, D Fir-L, No.2, 6x12"
Self Weight of 15 02 plf automatically included in loads;
Lateral support: top= full, bottom= at supports; Load combinations, ICC-IBC,
SECTION vs. DESIGN CODE NDS-2001 (stress=psi, and in )
Criterion Analysis Value Desi n Value Analysis/Design
Shear fv - 71 Fv' - 195 fv/Fv' - 0 36
Bending(+) fb 916 Fb' 1006 fb/Fb' = 0 91
Live Def1'n 0 10 <L/999 0 33 L/360 0 30
Total Def1'n 0 23 L/532 0 50 L/240 0 45
ADDrrlONAL DATA.
FACTORS F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC#
Fb'+ 875 1 15 1 00 1 00 1 000 1 000 1 00 1 00 1 00 1 00 3
Fv' 170 1 15 1 00 1 00 1 00 1 00 1 00 3
Fcp' 625 1 00 1 00 1 00 1 00
E' 1 3 million 1 00 1 00 1 00 1 00 3
Bending(+) LC# 3 D+ 75(L+S), M 92501bs-ft
Shear LC# 3 D+ 75(L+S), V 3700, V design 29911bs
Deflection LC# 3 D+ 75(L+S) EI= 906 17e06 lb-in2
Total Deflection = 1 50(Dead Load Deflection) + Live Load Deflection
(D=dead L~live S=snow W=wind I=impact C=construction CLd=concentrated)
(All LC's are listed in the Analysis output)
DESIGN NOTES
1 Please verify that the default deflection limits are appropriate for your application
2. Sawn lumber bending members shall be laterally supported according to the provisions of NOS Clause 4 4 1
o
o
WoodWorks@
COMPANY
PACIFIC NORTHWEST ENGINEERING, INC
(253) 589-3265
Nov 16, 2004 16:04 19
PROJECT
NHD 314
SF2
Design Check Calculation Sheet
Sizer 2004
LOADS (Ibs, psf, or plf )
Load Type
Distribution
Magnitude
Start End
120 0
480 0
Location [ft] Pattern
Start End Load?
No
No
Load3 Dead
Load4 Live
Full UDL
Full UDL
0' 6'
Dead 383 383
Live 1440 1440
Total 1823 1823
Bearing
LC number 2 2
Length 1 0 1 0
Lumber-soft, D.Fir-L, No.2, 4x10"
Self Weight of 7 69 plf automatically included in loads,
Lateral support: top= full, bottom= at supports, Load combinations. ICC-IBC,
SECTION vs. DESIGN CODE NDS-2001 (stress=psi, and in )
Criterion Analysis Value Desi n Value Anal sis/Design
Shear fv 63 Fv' 180 fv/Fv' o 35
Bending(+) fb 657 Fb' 1080 fb/Fb' = 0 61
Live Defl'n 0 04 <L/999 o 20 L/3EO 0 19
Total Defl' n 0 05 <L/999 o 30 L/240 0 18
ADDITIONAL DATA.
FACTORS F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC#
Fb' + 900 1 00 1 00 1 00 1 000 1 200 1 00 1 00 1 00 1 00 2
Fv' 180 1 00 1 00 1 00 1 00 1 00 1 00 2
Fcp' 625 1 00 1 00 1 00 1 00
E' 1 6 million 1 00 1 00 I 00 I 00 2
Bending(+) LC# 2 D+L, M = 2735 Ibs-ft
Shear LC# 2 D+L, V = 1823, V design 1355 Ibs
Deflection LC# 2 D+L EI= 369 34e06 Ib-in2
Total Deflection = I 50(Dead Load Deflection) + Live Load Deflection
(D~dead L=live S=snow W=wind I=impact C=construction CLd=concentrated)
(All LC's are listed in the Analysis output)
DESIGN NOTES
1 Please verify that the default deflection limits are appropriate for your application
2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4 4 1
/
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n
WoodWorks@
GOHW;,I//!(fOR 'Vt;th', or.'"u:,,'
COMPANY
PACIFIC NORTHWEST ENGINEERING, INC
(253) 589-3265
Nov 16, 2004 16:04:26
PROJECT
NHO 314
SF3
Design Check Calculation Sheet
Sizer 2004
LOADS (Ibs, pst, or pit)
Load
Type
Distribution
Magnitude Location [ft] Pattern
Start End Start End Load?
10 0 No
38 0 No
200 16 50 No
350 16 50 Yes
Load3
Load4
LoadS
Load6
Dead
Live
Dead
Live
Full UDL
Full UDL
Point
Point
MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in)
0' 15'-6" 16'-6"
Dead 90 330
Live 293 706
Total 383 1036
Bearing
LC number 3 .., 1
L
Length 1 0 1 0 0 0
Cb 1 00 1 51 0 00
Lumber-soft, D Fir-L, No.2, 2x10"
Spaced at 12" c/c; Self Weight of 3 3 plf automatically included in loads,
Lateral1support: top= full, bottom= at supports, Repetitive factor' applied where permitted (refer to online help), Load combinations, ICC-IBC;
SECTION vs DESIGN CODE NDS-2001 (stress=psi, and in )
Criterion Analysis Value Design Value Analysis/Design
Shear fv 62 Fv' 180 fv/Fv' o 35
Bending(+) fb 802 Fb' 1138 fb/Fb' o 70
Bending(-) fb 323 Fb' 1122 fb/Fb' = o 29
Deflection
Interior Live 0 31 L/602 0 52 L/360 0 60
Total 0 42 L/441 0 77 L/240 0 54
Cantil Live 0 06 L/l89 0 07 L/l80 0 95
Total 0 08 L/153 0 10 L/l20 0 78
ADDITIONAL DATA.
FACTORS F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC#
Fb' + 900 1 00 1 00 1 00 1 000 1 100 1 00 1 15 1 00 1 00 3
Fb'- 900 1 00 1 00 1 00 o 985 1 100 1 00 1 15 1 00 1 00 2
Fv' 180 1 00 1 00 1 00 1 00 1 00 1 00 2
Fcp' 625 1 00 1 00 1 00 1 00
E' 1 6 million 1 00 1 00 1 00 1 00 3
Bending(+) LC# 3 D+L (pattern L_), M 1429 lbs-ft
Bending(-) LC# 2 D+L, M = 576 lbs-ft
Shear LC# 2 D+L, V = 601, V design = 576 lbs
Deflection LC# 3 D+L (pattern L) EI= 158 2ge06 Ib-in2
Total Deflection = 1 50(Dead Load Deflection) + Live Load Deflection
(D~dead L=live S=snow W=wind I=impact C=construction CLd=concentrated)
(All LC's are listed in the Analysis output)
(Load Pattern s=S/2, X=L+S or L+C, =no pattern load in this span)
DESIGN NOTES
1 Please verify that the default deflection limits are appropriate for your application
2, Continuous or Cantilevered Beams, NOS Clause 4.2.5 5 requires that normal grading provisions be extended to the middle 2/3 of 2 span
beams and to the full length of cantilevers and other spans
3 Sawn lumber bending members shall be laterally supported according to the provisions of NOS Clause 4 4 1
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~!)"TWMIF fOR 1\":'/.'lJ prm:..'
COMPANY
PACIFIC NORTHWEST ENGINEERING, INC
(253) 589.3265
Nov 16,200416'0434
PROJECT
NHD 314
SF3-I-JST
WoodWorks@
Design Check Calculation Sheet
Sizer 2004
LOADS (Ibs, pst, or pit)
Load
Type
Distribution
Magnitude
Start End
10 0
38 0
200
350
Location
Start
[ ft]
End
Pattern
Load?
No
No
No
Yes
Load3
Load4
LoadS
Load6
Dead
Live
Dead
Live
Full UDL
Full UDL
Point
Point
16 50
16 50
MAXIMUM REACTIONS (Ibs)
0' 15'.6" 16'.6"
Dead ;:11 ,!HI
Live
Total
Load combinations. ICC-IBC,
SEClilON vs DESIGN CODE NDS-2001 ( Ibs, Ibs-ft, or in )
Criterion Analysis Value Design Value n
Shear V - 600 Vr - 1125 53
Bending(+) M 1376 Mr 3875 36
Bending(-) M 575 Mr 3875 15
Deflection
Interior Live 0 24 L/776 0 39 L/480 0 62
Total 0 31 L/599 0 77 L/240 0 40
Cantil Live 0 05 L/2 4 4 0 05 L/2 4 0 0 98
Total 0 06 L/209 0 10 L/120 0 57
ADDITIONAL DATA.
FACTORS F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC#
Fb'+ n/a 1 00 1 00 1 00 1 000 1 000 1 00 1 15 1 00 1 00 3
Fb'- n/a 1 00 1 00 1 00 1 000 1 000 1 00 1 15 1 00 1 00 2
Fv' n/a 1 00 1 00 1 00 1 00 1 00 1 00 2
E' n/a 1 00 1 00 1 00 1 00 3
I-Joist, generic, high 5tg , 1-3/4x9-1/2"
Spaced at 12" c/c; Self Weight of 1 5 plf automatically included in loads,
Bending(+) LC# 3 D+L (pattern L), M 13761bs-ft
Bending(-) LC# 2 D+L, M = 57S-lbs-ft
Shear LC# 2 D+L, V = 600 Ibs
Deflection LC# 3 D+L (pattern L) EI= 204 00e06 Ib-in2
Total Deflection = 1 50(Dead Load Deflection) + Live Load Deflection
(D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated)
(All LC's are listed in the Analysis output)
(Load Pattern s=S/2, X=L+S or L+C, _=no pattern load in this span)
DESIGN NOTES
1 Please verify that the default deflection limits are appropriate for your application.
2. I-JOISTS the attached I-joist selection is for preliminary design only For final member design contact your local I-Joist manufacturer
o
o
WoodWorks@
COMPANY
PACIFIC NORTHWEST ENGINEERING, INC
(253) 589-3265
Nov 16,200416'0442
PROJECT
NHD 314
SF4
Design Check Calculation Sheet
Sizer 2004
LOADS (Ibs, psf, or plf )
Load Type
Distribution
Magnitude
Start End
110 0
440 0
Location [ft] Pattern
Start End Load?
No
No
Load3 Dead
Load4 Live
Full UDL
Full UDL
MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in)
0' 20'
Dead 1277 1277
Live 4400 4400
Total 5677 5677
Bearing
LC number 2 2
Length 1 7 1 7
Glulam-Unbal , West Species, 24F-1.8E WS, 5-1/8x15"
Self Weight of 17 7 plf automatically included in loads,
Lateral support: top= full, bottom= at supports, Load combinations. ICC-IBC,
SECTION vs DESIGN CODE NDS-2001 (stress=psi, and in )
Criterion Anal sis Value Desi n Value Analysis/Design
Shear fv 97 Fv' 240 fv/Fv' 0 40
Bending(+) fb 1772 Fb' 2358 fb/Fb' = o 75
Live Defl'n 0 61 L/393 0 67 L/360 0 92
Total Defl'n 0 88 L/273 1 00 L/240 0 88
ADDITIONAL DATA.
FACTORS F CD CM Ct CL cv Cfu Cr Cfrt Notes Cn LC#
Fb'+ 2400 1 00 1 00 1 00 1 000 o 983 1 00 1 00 1 00 1 00 2
Fv' 240 1 00 1 00 1 00 1 00 1 00 1 00 "
L
Fcp' 650 1 00 1 00 1 00
E' 1 8 million 1 00 1 00 1 00 "
L
Bending(+) LC# 2 D+L, M = 28385 lbs-ft
Shear LC# 2 D+L, V = 5677, V design 4967 lbs
Deflection LC# 2 D+L EI=2594 4ge06 Ib-in2
Total Deflection = I 50(Dead Load Deflection) + Live Load Deflection
(D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated)
(All LC's are listed in the Analysis output)
DESIGN NOTES
1 Please verify that the default deflection limits are appropriate for your application,
2, Glulam design values are for materials conforming to AITC 117-2001 and manufactured in accordance with ANSI/AITC A 190 1-1992
3 GLULAM: bxd = actual breadth x actual depth,
4 Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3 3 3
5 GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n)
()
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WoodWorksOil
COMPANY
PACIFIC NORTHWEST ENGINEERING, INC
(253) 589-3265
Nov 16,200416:0452
PROJECT
NHD 314
SF5
Design Check Calculation Sheet
Sizer 2004
LOADS (Ibs, pst, or pit)
Load Type
Distribution
Magnitude
Start End
123 0
103 0
Location [ft] Pattern
Start End Load?
,No
No
Load3 Dead
Load4 Live
Full UDL
Full UDL
MAXIMUM REACTIONS (Ibs) and BEARING lENGTHS (in)
0'
Dead
Live
Total
Bearing
LC number
Len th
581
464
1044
9'
5811
464
1044
2
1 0
2
1 0
lumber-soft, D Fir-l, No.2, 4xS"
Self Weight of 6 03 plf automatically included in loads,
Lateral support: top= full, bottom= at supports Load combinations ICC..IBC'
SECTION vs. DESIGN CODE NDS-2001 (stress=psi, and in )
Criterion Analysis Value Desi n Value Anal sis/Design
Shear fv - 53 Fv' - 180 fv/Fv' - 0 30
Bending(+) fb 919 Fb' 1170 fb/Fb' = 0 79
Live Defl'n 0 09 <L/999 0 30 L/360 o 29
Total Defl'n 0 25 L/438 0 45 L/240 0 55
ADDITIONAL DATA.
FACTORS F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC#
Fb'+ 900 1 00 1 00 1 00 1 000 1 300 1 00 1 00 1 00 1 00 2
Fv' 180 1 00 1 00 1 00 1 00 1 00 1 00 2
Fcp' 625 1 00 1 00 1 00 1 00
E' 1 6 million 1 00 1 00 1 00 1 00 2
Bending(+) LC# 2 D+L, M = 2349 1bs-ft
Shear LC# 2 D+L, V = 1044, V design 904 lbs
Deflection LC# 2 D+L EI~ 177 83e06 lb-in2
Total Deflection = 1 50(Dead Load Deflection) + Live Load Deflection
(D~dead L=live S~snow W~wind I=impact C~construction CLd=concentrated)
(All LC's are listed in the Analysis output)
DESIGN NOTES
1 Please verify that the default deflection limits are appropriate for your application.
2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4 4 1
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("\
u
WoodWorks@
COMPANY
PACIFIC NORTHWEST ENGINEERING, INC
(253) 589-3265
Nov 16.200416.0515
PROJECT
NHD 314
SF6
Design Check Calculation Sheet
Sizer 2004
LOADS ( Ibs, psf, or plf )
Load Type Distribution Magnitude Location [ft] Pattern
Start End Start End Load?
Load3 Dead Full UDL 80 0 No
Load4 Live Full UDL 80 0 No
Load5 Dead Full UDL 20 0 No
Load6 Dead Full UDL 150 0 No
Load7 Snow Full UDL 250 0 No
MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in)
0'
4
1 0
11'
1440 I
1375
2815
4
1 0
Dead
Live
Total
Bearing
LC number
Len th
1440
1375
2815
PSL, 2.0E, 2900Fb, 5-1/4x7-1/4"
Self Weight of 11 89 plf automatically included in loads;
Lateral support: top= full, bottom= at supports, Load combinations, ICC..IBC,
SECTION vs DESIGN CODE NDS-2001 ( Ibs, Ibs-ft, or in )
Criterion Analysis Value Design Value Ana1ysis!Desi n
Shear fv - 99 Fv' 328 fv!Fv' 0 30
Bending(+) fb 2020 Fb' 3528 fb / Fb ' = 0 57
Live Def1'n 0 25 L/534 0 37 L/360 0 67
ADDITIONAL DATA.
FACTORS F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC#
Fb'+ 2900 1 15 1 00 1 000 1 06 1 00 1 00 4
Fv' 285 1 15 1 00 1 00 1 00 4
Fcp' 750 1 00 1 00
E' 2 0 million 1 00 1 00 4
Bending(+) LC# 4 D+S, M = 7742 lbs-ft
Shear LC# 4 D+S, V = 2815, V design 2506 lbs
Deflection LC# 4 D+S EI= 333 44e06 Ib-in2
(D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated)
(All LC's are listed in the Analysis output)
DESIGN NOTES
1 Please verify that the default deflection limits are appropriate for your application
2. SCL~BEAMS (Structural Composite Lumber) the attached SCL selection is for preliminary design only For final member design contact
your local SCL manufacturer
3 Size factors vary from one manufacturer to another for SCL materials They can be changed in the database editor
o
o
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WoodWorks@
COMPANY
PACIFIC NORTHWEST ENGINEERING, INC
(253) 589-3265
Nov 16 200416'0556
PROJECT
NHO 314
R1
Design Check Calculation Sheet
Sizer 2004
LOADS (Ibs, pst, or pit)
Load Type
Distribution
Magnitude
Start End
75 0
125 0
Location [ft] Pattern
Start End Load?
No
No
Loadl Dead
Load2 Snow
Full UDL
Full UDL
MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in)
0' 8'
Dead 324 1::: I
Live 500
Total 824
Bearing
LC number 2
Len th 1 0
Lumber-soft, D.Fir-L, No.2, 4xS"
Self Weight of 6 03 plf automatically included in loads'
Lateral support: top= full, bottom= at supports, Load combinations, ICC-IBC
SECTION vs DESIGN CODE NDS-2001 (stress=psi, and in i
Criterion
Shear
Bending(+)
Live Defl'n
Anal sis Value
fv - 41
fb 645
o 06 = <L/999
Design
Fv' -
Fb'
o 27 =
Value
207
1345
L/3 60
n
20
48
24
ADDFT'lONAL DATA.
FACTORS F CD CM Ct CL CF Cfu Cr Cfrt ci Cn LC#
Fb'+ 900 1 15 1 00 1 00 1 000 1 300 1 00 1 00 1 00 1 00 2
Fv' 180 1 15 1 00 1 00 1 00 1 00 1 00 2
Fcp' 625 1 00 1 00 1 00 1 00
E' 1 6 million 1 00 1 00 1 00 1 00 2
Bending(+) LC# 2 D+S, M = 1648 lbs-ft
Shear LC# 2 D+S, V = 824, V design 700 lbs
Deflection LC# 2 D+S EI= 177 83e06 Ib-in2
(D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated)
(All LC's are listed in the Analysis output)
DESIGN NOTES
1 Please verify that the default deflection limits are appropriate for your application.
2. Sawn lumber bending members shall be laterally supported according to the provisions of NOS Clause 4 4 1
. ...
o
o
WoodWorks@
COMPANY
PACIFIC NORTHWEST ENGINEERING INC
(253) 589-3265
Nov 16, 2004 16.06 17
PROJECT
NHO 314
R2
Design Check Calculation Sheet
Sizer 2004
LOADS (Ibs, pst, or pit)
Load Type
Distribution
Magnitude
Start End
o 0 90 0
o 0 150 0
Location [ft]
Start End
o 00 11 00
o 00 11 00
Pattern
Load?
No
No
Loadl Dead
Load2 Snow
Triangular
Triangular
MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in)
0'
Dead
Live
Total
Bearing
LC number
Len th
183
275
458
11'
3481
550
898
2
1 0
2
1 0
Lumber-soft, D Fir-L, No.2, 2x10"
Self Weight of 3 3 plf automatically included in loads
Lateral support: top= full, bottom= at supports, Load combinations ICC-IBC;
SECTION vs DESIGN CODE NDS-2001 (stress=psi, and in )
Cr'iterion Analysis Value Design Value Anal sis/Design
Shear fv - 78 Fv' - 207 fv/Fv' - 0 38
Bending(+) fb 1067 Fb' 1138 fb/Fb' = 0 94
Live Defl'n 0 16 L/845 0 37 L/360 0 43
Total Defl'n 0 31 L/430 0 55 L/240 0 56
ADDITIONAL DATA.
FACTORS F CD CM ct CL CF Cfu Cr Cfrt Ci Cn LC#
Fb'+ 900 1 15 1 00 1 00 1 000 1 100 1 00 1 00 1 00 1 00 2
Fv' 180 1 15 1 00 1 00 1 00 1 00 1 00 2
Fcp' 625 1 00 1 00 1 00 1 00
E' 1 6 million 1 00 1 00 1 00 1 00 2
Bending(+) LC# 2 D+S, M = 1902 lbs-ft
Shear LC# 2 D+8, V = 898, V design 723 Ibs
Deflection LC# 2 D+S EI= 158 2ge06 Ib-in2
Total Deflection = 1 50(Dead Load Deflection) + Live Load Deflection
(D=dead L=live S=snow W-wind I=impact C=construction CLd=concentrated)
(All LC's are listed in the Analysis output)
DESIGN NOTES
1 Please verify that the default deflection limits are appropriate for your application.
2, Sawn lumber bending members shall be laterally supported accordin9 to the provisions of NOS Clause 4 4 1
. ...
o
o
WoodWorks@
COMPANY
PACIFIC NORTHWEST ENGINEERING, INC
(253) 589-3265
Nov 16, 2004 16'06,25
Design Check Calculation Sheet
Sizer 2004
LOADS (Ibs, psf, or plf )
Load Type
Distribution
Location [ft] Pattern
Start End Load?
No
No
Magnitude
Start End
180 0
300 0
Load1 Dead
Load2 Snow
Full UDL
Full UDL
MAXfMUM REACTIONS (Ibs) and BEARING LENGTHS (in)
1
0'
Dead
Live
Total
Bearing
LC number
Length
751
1200
1951
2
1 0
Lumber-soft, D Fir-L, No.2, 4x10"
Self Weight of 7 69 plf automatically included in loads,
Lateral support: top= full, bottom= at supports, Load combinations. ICC-IBC
SECTION vs DESIGN CODE NDS-2001 (stress=psi, and in )
Criterion Anal sis Value Design Value Analysis/Design
Shear fv 73 Fv' 207 fv/Fv' 0 35
Bending(+) fb 938 Fb' 1242 fb/Fb' = 0 76
Live Defl'n 0 07 <L/999 0 27 L!3 60 0 28
Total Defl'n 0 15 L/661 0 40 L/240 0 36
ADDITIONAL DATA.
FACTORS F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC#
Fb'+ 900 1 15 1 00 1 00 1 000 1 200 1 00 1 00 1 00 1 00 2
Fv' 180 1 15 1 00 1 00 1 00 1 00 1 00 2
Fcp' 625 1 00 1 00 1 00 1 00
E' 1 6 million 1 00 1 00 1 00 1 00 2
Bending(+) LC# 2 D+S, M = 3902 lbs-ft
Shear LC# 2 D+S, V = 1951, V design 1575 lbs
Deflection LC# 2 D+S EI= 369 34e06 lb-in2
Total Deflection = 1 SO(Dead Load Deflection) + LivE Load Deflection
(D=dead L=live S=snow W=wind I=impact C=construction CLd-concentrated)
(All LC's are listed in the Analysis output)
DESIGN NOTES
1 Please verify that the default deflection limits are appropriate for your application
2 Sawn lumber bending members shall be laterally supported according to the provisions of NOS Clause 4 4 1
PROJECT
NHO 314
R3
8'
7511
1200
1951
2
1 0